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PROJECT MANUAL<br />
1807 Ross Avenue<br />
Suite 500<br />
Dallas, Texas 75201-8006<br />
214.303.6200<br />
Fax: 214.303.6300<br />
beckgroup.com<br />
NAPA CENTURY CENTER XD 12<br />
Napa, California<br />
KIP # 165582<br />
Issue for Bid: 07.07.11
A CENTURY THEATER FOR<br />
Cinemark USA<br />
3900 Dallas, Parkway, Suite 500<br />
Plano, Texas 75093<br />
Napa Century Center XD12<br />
Napa, CA<br />
PROJECT NO. 165582<br />
DATES:<br />
Issue for Bid : 07.07.11<br />
Architect:<br />
Kip E. Daniel Architect<br />
1807 Ross Avenue, Suite 500<br />
Dallas, Texas 75201<br />
TEL (214) 303-6200<br />
FAX (214) 303-6300<br />
CONSULTING ENGINEERS<br />
SITE<br />
CIVIL<br />
ARCHITECT<br />
ENGINEERS<br />
LPAS Architecture & Design<br />
Foulk, Gomez & Associates, Inc.<br />
2482 Natomas Park Drive, Suite 100 4777 Mangels Blvd.<br />
Sacramento, CA 95833 Fairfield, CA 94534<br />
Tel. (916) 443-0335 Tel. (707) 864-0784<br />
Fax. (916) 441-2823 Fax. (707) 864-0793<br />
Michael Millett<br />
Brad Foulk<br />
mmillett@lpasdesign.com<br />
brad@foulkgomez.com<br />
LANDSCAPE<br />
STRUCTURAL<br />
ARCHITECT<br />
ENGINEERS<br />
vanderToolen Associates<br />
L.A. Fuess Partners<br />
855 Bordeaux Way, Suite 240 3333 Lee Parkway, Suite 300<br />
Napa, CA 94558 Dallas, Texas 75219<br />
Tel. (707) 224-2299 Tel. (214) 871-7010<br />
Fax. (707) 224-6821 Fax. (214) 969-0065<br />
Stephanie Bersch<br />
Jeff Truly<br />
Stephanie@vadertoolen.com<br />
jtruly@lafp.com<br />
MEP<br />
LEED<br />
ENGINEERS<br />
CONSULTANT<br />
EnviroDesign<br />
900 RR 620 South, Suite C101-301 215 Yale Ave<br />
Austin, TX 78734 Swarthmore, PA 19081<br />
Tel. (512) 693-9015 Tel. (267) 303-1142<br />
Fax. (512) 692-9030<br />
Sam Patton<br />
Nilo Regojo<br />
spatton@envirodesign.biz<br />
nilo@greenriver-deisgn.com
Napa Century Centter XD 12 – Napa, CA #165582<br />
Issue for Bid : 07.07.2011<br />
SEALS/STAMP & INDEX PAGE<br />
Kip E. Daniel Architect – Kip E. Daniel, FAIA<br />
Dallas, TX<br />
ARCHITECTURAL RESPONSIBILITY<br />
SPEC. SECTIONS:<br />
00100 Instructions to Bidders<br />
00220 Geotechnical Information<br />
00300 Bid Form<br />
00600 Bonds and Contract Forms<br />
00700 General Conditions<br />
00800 Supplementary Conditions<br />
01010 Summary of Work<br />
01020 Allowances<br />
01340 Submittals<br />
01351 Construction Waste Management<br />
01352 Indoor Air Quality Management<br />
01410 Testing Laboratory Services<br />
01500 Construction Facilities and Temporary Controls<br />
01600 Materials and Equipment<br />
01701 Contract Closeout<br />
01710 Cleaning<br />
01720 Project Record Documents<br />
01730 Operations and Maintenance Data<br />
01740 Warranties and Bondst<br />
01750 Spare Parts and Maintenance Materials<br />
01810 General Commissioning Requirements<br />
01811 Building Envelope Commissioning<br />
02200 Earthwork<br />
02362 Termite Control<br />
04100 Mortar and Grout<br />
04210 Concrete Masonry Units<br />
05400 Light Gauge Metal Framing<br />
05500 Miscellaneous Metals<br />
05510 Steel Stairs and Railings<br />
05520 Metal Fabrications<br />
05721 Pre-Finished Steel Railing<br />
05810 Expansion Joint Cover Assemblies<br />
06100 Rough Carpentry<br />
06200 Finish Carpentry and Millwork<br />
07110 Membrane Waterproofing<br />
07210 Building Insulation<br />
07535 Fully Adhered Single Ply Membrane Roofing<br />
07610 Metal Roof Panels<br />
07620 Sheet Metal Flashing and Trim<br />
07920 Sealants and Caulking<br />
08100 Metal Doors and Frames<br />
08212 Plastic Faced and Flush Wood Doors<br />
08410 Aluminum Entrances and Storefronts<br />
08625 Translucent Wall Systems<br />
08710 Finish Hardware and Hardware Schedule<br />
08810 Glass and Glazing<br />
08920 Glazed Aluminum Curtainwall<br />
09220 Lath and Portland Cement Plaster<br />
STAMP/SEAL BELOW:<br />
06.30.13
09250 Gypsum Wallboard<br />
09310 Ceramic Tile<br />
09510 Acoustical Ceilings<br />
09650 Resilient Flooring and Base<br />
09680 Carpet<br />
09800 Special Coatings<br />
09900 Painting<br />
09950 Wall Covering<br />
09960 High Performance Coatings<br />
09985 Pre-finished Panels<br />
10150 Toilet Partitions<br />
10200 Louvers<br />
10260 Protective Wallcoverings<br />
10520 Fire Extinguishers<br />
10800 Toilet Accessories<br />
11400 Concession Equipment<br />
12494 Roller Shades<br />
12484 Foot Grid Entrance Systems<br />
14240 Hydraulic Elevators<br />
Appendix A<br />
Geotechnical Report<br />
Appendix B<br />
Storm Water Management & Hydraulics Report<br />
Appendix C<br />
LEED Checklist<br />
END OF SECTION<br />
Page 2 of 2
Napa Century Center XD 12 – Napa, CA #165582<br />
Issue for Bid: 07.07.2011<br />
SEALS/STAMP & INDEX PAGE<br />
L.A. FUESS PARTNERS<br />
DALLAS, TEXAS<br />
STRUCTURAL ENGINEER<br />
STRUCTURAL RESPONSIBILITY<br />
SPEC. SECTIONS:<br />
STAMP/SEAL BELOW:<br />
Section 02351<br />
Section 03100<br />
Section 03200<br />
Section 03250<br />
Section 03300<br />
Section 03411<br />
Section 03600<br />
Section 05100<br />
Section 05200<br />
Section 05300<br />
Section 05320<br />
Section 05330<br />
Concrete Footings<br />
Structural Concrete Formwork<br />
Concrete Reinforcing<br />
Embedded Metal Assemblies and Inserts<br />
Structural Concrete<br />
Concrete Wall Panels<br />
Grouting Steel Base Plates<br />
Structural Steel<br />
Steel Joists<br />
Metal Roof Deck<br />
Metal Floor Deck<br />
Composite Metal Floor Deck and Field Welded Shear Studs
Issue for Bid: 07.07.11
Section 15000<br />
Section 15034<br />
Section 15300<br />
Section 15400<br />
Section 15500<br />
Section 15995<br />
Section 16000<br />
Section 16050<br />
Section 16400<br />
Section 16900<br />
Section 16995<br />
Mechanical General Conditions<br />
HVAC Testing and Balancing<br />
Fire Protection<br />
Plumbing<br />
Heating, Venting and Air Conditioning<br />
Mechanical Systems Commissioning<br />
General Conditions for Electrical Work<br />
Basic Electrical Materials and Methods<br />
Auxiliary Electrical Systems<br />
Automatic Temp0erature Control Systems (ATCS)<br />
Electrical Systems Commissioning
TABLE OF CONTENTS<br />
JOB NO. 165582<br />
Issue for Bid: 07.07.2011<br />
Napa Century Center XD 12<br />
Napa, CA<br />
Architect: Kip E. Daniel Architect<br />
DIVISION 0<br />
CONTRACT REQUIREMENTS<br />
00100 Instructions to Bidders<br />
00220 Geotechnical Information<br />
00300 Bid Form<br />
00600 Bonds and Contract Forms<br />
00700 General Conditions<br />
00800 Supplementary Conditions<br />
DIVISION 1<br />
GENERAL REQUIREMENTS<br />
01010 Summary of Work<br />
01020 Allowances<br />
01340 Submittals<br />
01351 Construction Waste Management<br />
01352 Indoor Air Quality Management<br />
01410 Testing Laboratory Services<br />
01500 Construction Facilities and Temporary Controls<br />
01600 Materials and Equipment<br />
01701 Contract Closeout Procedures<br />
01710 Cleaning<br />
01720 Project Record Documents<br />
01730 Operations and Maintenance Data<br />
01740 Warranties and Bonds<br />
01750 Spare Parts and Maintenance Materials<br />
01810 General Commissioning Requirements<br />
01811 Building Envelope Commissioning<br />
DIVISION 2<br />
SITE WORK<br />
02200 Earthwork<br />
02362 Termite Control<br />
02351 S. Concrete Footings<br />
02810 Landscape Irrigation<br />
02825 Site Arch Stainless Steel Cable Plant Support System<br />
02900 Landscape Planting<br />
DIVISION 3<br />
CONCRETE<br />
03100 S. Structural Concrete Formwork<br />
03200 S. Concrete Reinforcing<br />
03250 S. Embedded Metal Assemblies and Insets<br />
03300 S. Structural Concrete<br />
03411 S. Concrete Wall Panels<br />
03600 S. Grouting Steel Baseplates<br />
NAPA CENTURY CENTER XD 12<br />
#165582
TABLE OF CONTENTS<br />
Page 2<br />
DIVISION 4<br />
MASONRY<br />
04100 Mortar and Grout<br />
04210 Concrete Masonry Units<br />
DIVISION 5<br />
METALS<br />
05100 S. Structural Steel<br />
05200 S. Steel Joists<br />
05300 S. Metal Roof Deck<br />
05320 S. Metal Floor Deck<br />
05330 S. Composite Metal Floor Deck and Field Welded Shear Studs<br />
05400 Light Gauge Metal Framing<br />
05500 Miscellaneous Metals<br />
05510 Steel Stairs and Railings<br />
05520 Site Arch Metal Fabrications<br />
05721 Pre-finished Steel Railings<br />
05810 Expansion Joint Cover Assemblies<br />
DIVISION 6<br />
WOOD AND PLASTIC<br />
06100 Rough Carpentry<br />
06200 Finish Carpentry and Millwork<br />
DIVISION 7<br />
THERMAL AND MOISTURE PROTECTION<br />
07110 Membrane Waterproofing<br />
07210 Building Insulation<br />
07410 Performed Metal Siding<br />
07420 Composite Metal Building Panels<br />
07535 Fully Adhered Single Ply Membrane Roofing<br />
07610 Site Arch Metal Roof Panels<br />
07620 Sheet Metal Flashing and Trim<br />
07920 Sealants and Caulking<br />
DIVISION 8<br />
DOORS AND WINDOWS<br />
08100 Metal Doors and Frames<br />
08212 Plastic Faced and Flush Wood Doors<br />
08410 Aluminum Entrances and Storefronts<br />
08625 Translucent Wall Systems<br />
08710 Finish Hardware and Hardware Schedule<br />
08810 Glass and Glazing<br />
08920 Glazed Aluminum Curtainwall<br />
DIVISION 9<br />
FINISHES<br />
09220 Lath and Portland Cement Plaster<br />
09250 Gypsum Wallboard<br />
09310 Ceramic Tile<br />
09510 Acoustical Ceilings<br />
09650 Resilient Flooring and Base<br />
09680 Carpet<br />
09800 Special Coatings<br />
09900 Painting<br />
09950 Wallcovering<br />
09960 High Performance Coatings<br />
09985 Prefinished Panels<br />
NAPA CENTURY CENTER XD 12<br />
#165582
TABLE OF CONTENTS<br />
Page 3<br />
DIVISION 10<br />
SPECIALTIES<br />
10150 Toilet Partitions<br />
10200 Louvers<br />
10260 Protective Wallcoverings<br />
10520 Fire Extinguishers<br />
10800 Toilet Accessories<br />
DIVISION 11<br />
EQUIPMENT<br />
11201 Rainwater Harvesting<br />
11202 Water Reuse<br />
11400 Concession Equipment<br />
DIVISION 12 FURNISHINGS<br />
12484 Foot Grid Entrance Systems<br />
12494 Roller Shades<br />
DIVISION 13 SPECIAL CONSTRUCTION<br />
13600 PV Electrical Power Equipment<br />
DIVISION 14 ELEVATORS<br />
14240 Hydraulic Elevators<br />
DIVISION 15 MECHANICAL<br />
15000 MEP Mechanical General Conditions<br />
15034 MEP HVAC Testing and Balancing<br />
15300 MEP Fire Protection<br />
15400 MEP Plumbing<br />
15500 MEP Heating, Ventilating and Air Conditioning<br />
15995 MEP Mechanical Systems Commissioning<br />
DIVISION 16<br />
ELECTRICAL<br />
16000 MEP General Conditions for Electrical Work<br />
16050 MEP Basic Electrical Materials and Methods<br />
16051 Site Arch Site Basic Electrical Materials and Methods<br />
16060 Site Arch Site Grounding and Bonding<br />
16075 Site Arch Site Electrical Identification<br />
16120 Site Arch Site Conductors and Cables<br />
16130 Site Arch Site Raceways and Boxes<br />
16140 Site Arch Site Wiring Devices<br />
16400 MEP Auxiliary Electrical Systems<br />
16442 Site Arch Site Panel Boards<br />
16900 MEP Automatic Temperature Control System (ATCS)<br />
16995 MEP Electrical Systems Commissioning<br />
Appendix A<br />
Appendix B<br />
Appendix C<br />
Geotechnical Report<br />
Storm Water Management & Hydraulics Report<br />
LEED Checklist<br />
END OF CONTENTS<br />
NAPA CENTURY CENTER XD 12<br />
#165582
1.01 PROJECT<br />
NAPA CENTURY CENTER XD 12<br />
NAPA, CA<br />
1.02 ARCHITECT/CONSULTANTS OWNER<br />
NAPA CENTURY CENTER XD 12<br />
#165582<br />
DOCUMENT 00100<br />
INSTRUCTIONS TO BIDDERS<br />
KIP E. DANIEL ARCHITECT<br />
CINEMARK, USA<br />
1807 ROSS AVENUE, SUITE 500 3900 DALLAS PARKWAY, SUITE 500<br />
DALLAS, TEXAS 75201 PLANO, TEXAS 75093<br />
TEL. (214) 303-6827 TEL. (972) 665-1000<br />
FAX (214) 303-6927<br />
EMAIL: MENRIQUEZ@CINEMARK.COM<br />
ATTN: MATTHEW MONTGOMERY<br />
DHARTON@CINMARK.COM<br />
EMAIL: MATTHEWMONTGOMERY@BECKGROUP.COM LGIBBONS@CINMARK.COM<br />
ATTN: MARIA ENRIQUEZ, DON HARTON,<br />
& LOYD GIBBONS<br />
1.03 BIDS<br />
A. Bids to be considered must be made in accordance with the instructions contained herein.<br />
B. Bids shall be submitted to the Owner and the Architect simultaneously, on forms as supplied in the Project<br />
Manual. The working of the Bid Form shall not be changed or supplemented except in accordance with the<br />
instructions. All spaces shall be filled in with typewriter or ink. Where amounts are given both in words and<br />
figures, the words will govern in the event of conflict. Any erasures or corrections in the bid Form must be<br />
initialed by the signer.<br />
C. If bidder is a corporation, the Bid shall bear the legal name of the corporation and the corporation seal. The<br />
Bid shall be signed by an officer authorized to bind the corporation to a contract and the signature shall be<br />
attested to by another officer of the corporation.<br />
D. Refer all questions of interpreting drawings, specifications and bidding procedure to the Architect, Kip<br />
E. Daniel Architect, in writing, BY FACSIMILE (214) 303-6927 or e-mail to<br />
. Questions should be addressed to Matthew Montgomery.<br />
Answers will be issued to all Bidders.<br />
1.04 DOCUMENTS<br />
A. Selected General Contractors will receive one set of reproducible plans and specifications from the Architect.<br />
Each contractor will be responsible for furnishing copies of the Documents to subcontractors. Documents will<br />
not be issued by the Architect directly to subcontractors. No partial sets will be issued.<br />
B. Documents will be available in the office of the Architect.<br />
1.05 EXAMINATION OF SITE AND DOCUMENTS<br />
A. Upon submitting a bid, it is presumed that the bidder has visited the site of the Work, has acquainted himself<br />
with the conditions as they exist, has thoroughly examined the Drawings and Specifications prepared by the<br />
Architect, including other parts of the proposed Contract Documents and fully understands the conditions,<br />
difficulties and restrictions attending the execution of the Work. It is understood that omissions from the bid<br />
due to the failure of the bidder to fully acquaint himself with the site conditions and the requirements of the<br />
Documents will not entitle the bidder to additional consideration or compensation if awarded the contract.<br />
Investigation of the site is mandatory.<br />
1.06 INTERPRETATION OF DOCUMENTS<br />
A. Interpretations of the meaning of the Bidding Requirements, or of the proposed Contract Documents will be<br />
valid only if issued in writing by the Architect as Addenda. Such addenda will be issued no later than three<br />
days prior to the date for receiving bids. Each Addendum will be numbered and dated and issued to all<br />
prospective bidders of record at the time of issuance. The interpretations or clarifications made other than by<br />
such addenda will not be binding upon the Owner or the Architect. Each bidder submitting a bid must<br />
acknowledge receipt of Addendum received in the blanks provided for this purpose in the Bid Form.<br />
B. Should a bidder find discrepancies in, or omissions from the Documents, or should he be in doubt as to the<br />
meaning of any requirements on the Documents, he shall at once notify the Architect in writing, but in no event<br />
later than five days prior to the date for receiving bids. Conflicting requirements brought to the Architect's<br />
attention subsequent to five days prior to the date for receiving bids will be subject to the Architect's decisions
NAPA CENTURY CENTER XD 12<br />
#165582<br />
Document 00100<br />
Page 2<br />
and at no additional cost to the Owner. See Article I paragraph B of the Supplementary Conditions, Section<br />
00800.<br />
1.07 SUBMISSION OF BIDS<br />
A. Lump Sum will be received, via email, at the office of the Owner until 2:00 o'clock post meridiem<br />
Central Standard Time on Augugst 2, 2011. Bid breakdown will be received, via email, at the offices of<br />
the Owner until 5:00 o'clock post meridiem Central Standard Time on the same day. Lump sum must<br />
agree with total of bid breakdown. Hard copies shall be mailed overnight to the Owner attention Maria<br />
Enriquez, Don Harton & Loyd Gibbons.<br />
B. Submit bid in an opaque, sealed envelope. Identify the envelope with: (1) project name, (2) name of bidder.<br />
C. Bids received after the initial time set for receiving bids will not be considered except for variances due to fax<br />
transmissions.<br />
1.08 CONTRACTOR'S PROPOSED ALTERNATES<br />
A. The drawings and specifications indicate the type of materials, equipment and systems intended and the Base<br />
Bid shall reflect only the cost of such items.<br />
B. Should the bidder elect to propose alternates, the bidder shall identify the proposed alternate and state the<br />
additive or deductive costs on sheets attached to the Bid Form. All proposed alternates shall be fully<br />
documented and supporting information furnished with the Bid Form.<br />
C. Should the Owner decide to accept any of such proposed alternates, the written contract or agreement will be<br />
so drawn as to include and define such accepted alternate, after which no alternates will be permitted without<br />
formal Change Order.<br />
1.09 SUBSTITUTIONS<br />
A. In specifying materials, three general procedures are used. The three classifications are as follows:<br />
Group 1:<br />
Materials or equipment without the phrase "or equal." When material or equipment is specified by one or<br />
more brand names, the Contractor shall base his proposal on the cost of the brand name, or of one of the<br />
brand names listed. No substitutions for that item will be considered during the bidding period, but the<br />
Architect may, after the Contractor has been selected, accept a substitution at his discretion on the basis of<br />
further consideration of all factors, including a different cost to the Owner, if any.<br />
Group 2:<br />
When the material or equipment is specified with the phrase "...or equal..." after a brand name and with<br />
other identifying information, it is intended that the brand name is used for the quality and performance<br />
and the Contractor may base his bid proposal on any item which is in all respects equal to that specified<br />
and presents essentially the same appearance and functional performance.<br />
Group 3:<br />
When material is specified as complying with the requirements of published "Standard Specifications" of<br />
trade associations, ASTM, government specifications, etc., the Contractor shall base his proposal on any<br />
item which can be shown to comply in all respects to the referenced "Standard Specifications".<br />
B. For materials or equipment in any of the above described three groups, it is the responsibility of the Contractor<br />
to furnish evidence of compliance with required standards in the form of engineering data or calculation;<br />
results of tests conducted by independent testing laboratories; experience records of the material or equipment<br />
used under conditions similar to that proposed in the project; or any other means required by the Architect to<br />
establish the fact that proposed item is equal to that specified. The furnishing of all such data will be at the<br />
expense of the Contractor and without additional cost to Owner.<br />
C. It is distinctly understood: (1) that the Architect will use his own judgment in determining whether or not any<br />
materials, equipment or methods offered in substitution are equal to those specified; (2) that the decision of the<br />
Architect on all such questions of equality is final; (3) that all substitutions will be made at no increase in cost<br />
to the Owner; and (4) that Contractor shall state any decrease in contract amount of any proposed substitution<br />
where applicable.<br />
D. Upon receipt of written approval from Architect, Contractor may proceed with substitution providing<br />
Contractor assumes full responsibility for and makes, at his own expense, any change or adjustment in<br />
construction or connection with other work that may be required by the substitution of such materials,<br />
equipment or methods. In the event of any adverse decision by the Architect, no claim of any sort shall be<br />
made or allowed against Architect or Owner.
E. See also Section 01600 paragraph 1.06 for substitution procedures after the Contract is awarded.<br />
Document 00100<br />
Page 3<br />
1.10 AWARD OF CONTRACT<br />
A. Bids shall be privately opened. The Owner reserves the right to reject any and all bids and to award a contract,<br />
or contracts, in accordance with his best interests.<br />
1.11 ADMINISTRATION<br />
A. AIA Documents will be utilized for the job administration, including Owner-Contractor Agreement Form<br />
A101. All forms will be provided by the Contractor.<br />
END OF SECTION<br />
NAPA CENTURY CENTER XD 12<br />
#165582
DOCUMENT 00220<br />
GEOTECHNICAL INFORMATION<br />
PART 1 - GENERAL<br />
1.01 INVESTIGATION<br />
A. An investigation of subsurface soil conditions at the site was authorized by the Owner, and these investigations<br />
were made by KC Engineering Company; 865 Cotting Lane: Vacaville, California 95688; tel: 707.447.4025;<br />
fax: 707.447.4143<br />
1.02 REPORTS<br />
A. A copy of this report is bound herein as Appendix A.<br />
B. The geotechnical report is to be considered as a part of the Contract Documents.<br />
C. Report and log of borings is not a warranty of subsurface conditions.<br />
1.03 INTERPRETATION<br />
A. Contractor is expected to examine the site and the subsurface investigation reports and then decide for himself<br />
the character of the materials to be encountered.<br />
B. The Owner and Architect disclaim any responsibility for the accuracy, true location and extent of the soils<br />
investigation that has been prepared by others. They further disclaim responsibility for interpretation of that<br />
data by the Contractor, as in projecting soil-bearing values, rock profiles, soil stability and the presence, level<br />
and extent of underground water.<br />
END OF SECTION<br />
NAPA CENTURY CENTER XD 12<br />
#165582
BID FORM<br />
FROM:<br />
___________________________________________<br />
____________________________________________<br />
____________________________________________<br />
DOCUMENT 00300<br />
BID FORM<br />
TO: Kip E. Daniel Architect Cinemark U.S.A.<br />
1807 Ross Avenue, Suite 500 3900 Dallas Parkway, Suite 500<br />
Dallas, TX 75201 Plano, TX 75093<br />
Tel: (214) 303-6827 Tel: (972) 665-1000<br />
Fax: (214) 303-6927 Fax: (972) 665-1400<br />
Attn: Matthew Montgomery Attn: Maria Enriquez<br />
matthewmontgomery@beckgroup.com Email: menriquez@cinemark.com<br />
FOR: Napa Century Center XD12<br />
Napa, California<br />
The undersigned, having visited the site of the Work and having familiarized himself with local conditions affecting<br />
the cost of his work and with all requirements of the proposed Contract Documents as prepared by the Architects, and<br />
duly issued Addenda to said Documents, as acknowledged herein, proposes to furnish all things as required by said<br />
Documents and addenda thereto for Base Bid stated below.<br />
FINANCIAL STATEMENTS<br />
If required by Owner, Contractor agrees to immediately submit its current financial statement.<br />
CHANGES IN THE WORK<br />
For parts of the Work not included in the Base Bid and not covered by unit prices, the undersigned agrees to charge<br />
for additional work and credit for deleted work as Contractor's overhead and profit the following percentages of the<br />
cost of said work (subcontractors shall be held to the same percentages in addition to the general contractor):<br />
Extra Ten percent 10% Credit Five percent 5%<br />
ADDENDUM RECEIPT<br />
Receipt of the following Addenda to the Bidding Requirements and Contract Documents is acknowledged:<br />
Addendum No.<br />
Dated<br />
Addendum No.<br />
Addendum No.<br />
Addendum No.<br />
Dated<br />
Dated<br />
Dated<br />
BID SCHEDULE (See the Matrices on the Architectural and MEP drawings for Responsibility):<br />
DIV. 00 FEES - this Division to be prorated to each Contract by Dollar Amount<br />
a. Fee, Overhead & Profit $<br />
b. Insurance $<br />
c. Bonds $<br />
DIV. 01 GENERAL CONDITIONS – this Division to be prorated to each Contract by Dollar Amount<br />
a. Taxes $__________________________<br />
b. Temporary Facilities including Utilities and Access $__________________________<br />
c. Supervision $__________________________<br />
NAPA CENTURY CENTER XD 12<br />
#165582
Document 00300<br />
Page 2<br />
Napa Century Center XD12<br />
CONTRACTOR:<br />
TELEPHONE:<br />
SCOPE 2.00 GENERAL CONTRACT – OFF SITE<br />
DIV. 02 Off Site Utility Work $<br />
DIV. 03 Paving, Curbs and Walks at Gasser and New Hartle $___________________________<br />
SCOPE 3.00 GENERAL CONTRACT – SITE NON-THEATRE<br />
DIV. 02 SITE WORK<br />
a. All Work at Water Quality Pond incl Tanks and Pump $<br />
b. Utility Work including Joint Trench $___________________________<br />
c. All Paving and Striping South of LEED Boundary $___________________________<br />
DIV. 03 Curbs, Walks, Ramps, Dumpster Pads at non-Theatre Bldngs $___________________________<br />
DIV. 04 Trash Dumpster Enclosures $___________________________<br />
DIV. 05 Metals – Roofing at Dumpster Enclosures, Handrails $___________________________<br />
DIV. 16 Transformers and Primary for non-theatre buildings $___________________________<br />
SCOPE 4.00 GENERAL CONTRACT – SITE THEATRE<br />
DIV. 02 SITE WORK<br />
a. Landscaping and Irrigation $__________________________<br />
b. Utility Work including Joint Trench $__________________________<br />
c. Demolition and Re-processing of Old Hartle $__________________________<br />
d. All Paving and Striping North of the LEED Boundary $__________________________<br />
e. Theatre Pad Prep incl Overexcavation and Fill $__________________________<br />
f. Exterior Storm Drainage $__________________________<br />
g. SITE - SWPPP (Storm Water Protection Plan Proposal) $<br />
h. Testing Laboratory Services for the Building $<br />
DIV. 03 Curbs, Walks, Ramps, Dumpster Pads at Theatre Pad $__________________________<br />
DIV. 04 Compactor and Recycling Enclosure $__________________________<br />
DIV. 05 Metals – Roofing at Dumpster Enclosures, Handrails $__________________________<br />
DIV. 16 ELECTRICAL<br />
a. Transformers and Primary for Theatre $__________________________<br />
b. Secondary from Transformer to Theatre Main Switch $__________________________<br />
c. Site Electrical for Signs, Lighting, etc, incl Pole Bases $__________________________<br />
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CONTRACTOR:<br />
TELEPHONE:<br />
SCOPE 5.00 GENERAL CONTRACT – BUILDING THEATRE<br />
DIV. 01 GENERAL CONDITIONS – Building Specific<br />
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a. Construction Waste Management $___________________________<br />
b. Building Commissioning – General requirements $___________________________<br />
c. Building Envelope Commissioning $___________________________<br />
d. Indoor Air Quality Management $___________________________<br />
DIV. 02 a. Stainless Steel Cable Plant Support System $___________________________<br />
b. Testing Laboratory Services for the Building $<br />
c. Other Division 02 $<br />
DIV. 03 Building Concrete $<br />
DIV. 04 Masonry $___N/A____________________<br />
DIV. 05 Structural Steel, Misc Metals and Interior Handrails $<br />
DIV. 06 Blocking and Trim $<br />
DIV. 07 a. Membrane Waterproofing $<br />
b. Building Insulation $<br />
c. Roofing System and Deck Insulation $<br />
d. Performed Metal Siding $<br />
e. Composite Metal Building Panels $<br />
f. Other Division 07 $<br />
DIV. 08 a. Storefront & Glazing $<br />
b. Curtainwall & Spandrel Glazing $<br />
c. Doors & Hardware $<br />
e. Polycarbonate Panels including Framing System $____________________________<br />
d. Other Division 8 $<br />
DIV. 09 a. Drywall $<br />
b. Lath & Portland Cement Plaster $<br />
c. Wallcoverings, Paint $<br />
d. Ceramic Tile $<br />
e. Carpet and Resilient Flooring $<br />
f. Ceilings $<br />
g. Other Division 09 $<br />
DIV. 10 Specialties $<br />
DIV. 11 a. Rainwater Harvesting $____________________________
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b. Water Reuse $____________________________<br />
c. Other Division 11 $<br />
DIV. 12 a. Unloading Owner Furnished Items $____________________________<br />
b. Rolling Shades $____________________________<br />
c. Foot Grid Entrance Systems $____________________________<br />
DIV. 13 PV Electrical Power Equipment $____________________________<br />
DIV. 14 Elevator $____________________________<br />
DIV. 15 a. HVAC $<br />
b. Plumbing $<br />
c. Fire Sprinkler $<br />
d. Subsoil drainage system $<br />
DIV. 16 a. Lighting Fixtures (Labor, receipt & storage ) $<br />
b. Electrical $<br />
c. Fire Alarm System $<br />
DIV. 17 Energy Management System $<br />
GRAND TOTAL FOR CONTRACT: $<br />
BID ALTERNATES<br />
Alternate 01: Deduct cost for added corrugated exterior columns<br />
$___________________________<br />
Alternate 02:<br />
$___________________________<br />
Alternate 03:<br />
$___________________________<br />
CONTRACTOR PROPOSED ALTERNATES<br />
Voluntary alternates proposed by the contractor should be submitted on a separate sheet attached to this form.<br />
TIME OF COMPLETION<br />
A. If awarded the Contract, the undersigned will complete the shell and interior work as bid within 240<br />
calendar days from notice to proceed.<br />
B. Cinemark USA will jointly occupy the building for equipping beginning 60 days prior to scheduled<br />
completion date. The following schedule lists the key milestone dates that must occur in order for the<br />
Contractor to have the building ready for Cinemark USA to begin work<br />
C. Schedule of Milestones:<br />
MILESTONE DESCRIPTION<br />
CONTRACT CALENDAR DAYS<br />
240<br />
Approx. weeks prior to completion<br />
* Notice to proceed, site mobilization 34<br />
Start site clearing/excavation and building pad 33<br />
* Start underground utilities and foundations 31<br />
Complete site grading, start paving 29<br />
* Start masonry / tilt walls 28<br />
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Start plumbing/electrical underground rough in 27<br />
Submittal deadline to architect (60 days from N.T.P.) 25<br />
Complete foundations 25<br />
* Start steel erection 23<br />
Start mezzanine concrete pours and framing 20<br />
* Start roof installation 19<br />
Start HVAC ducts in auditoriums and mezzanine 19<br />
Set roof top unit curbs 20<br />
Start exterior building painting 17<br />
* Complete all masonry work 16<br />
Start auditorium ceilings 16<br />
* Complete roof installation 16<br />
Complete all slab on grade concrete 15<br />
Set roof top HVAC units 15<br />
EMS vendor installs communication wire to roof top units 15<br />
* Permanent power 10<br />
Complete mezzanine mech./elec. (incl. proj. exhaust) 9<br />
Complete mezzanine ceilings and wall finishes 9<br />
Complete mezzanine doors and hardware 9<br />
Complete mezzanine floor vct (wax and seal) 9<br />
* Telephone service to building 8<br />
Start ceramic tile install (restrooms are first priority) 9<br />
Complete wall carpet at auditorium pilasters 8<br />
* Mezzanine 100% complete 8<br />
Telephone and security vendors pull lines at mezzanine 8<br />
Start auditorium wall carpet 8<br />
* 1/2 auditoriums complete 8<br />
* Auditorium drape/screen installation window opens 7<br />
* Projection consoles deliver 7<br />
Measure for millwork install (concessions drywalled) 8<br />
Complete steel erection 8<br />
Complete exterior building painting 8<br />
Start corridor wall vinyl and wall carpet 7<br />
* Balance of auditoriums complete 7<br />
Complete pouring auditorium risers 7<br />
Start rubber base in auditoriums 6<br />
Start auditorium floor light system 6<br />
Start installation of auditorium handrails 6<br />
Ceilings and tile complete at concession areas 6<br />
Scullery wall, floor, ceiling finishes complete 5<br />
Install CO2 tanks and run flex lines 5<br />
* Install millwork 5<br />
Start drink tower and scullery drink equipment 5<br />
Layout and predrill for auditorium seats 4.5<br />
Start floor carpet (auditoriums and lower level) 4<br />
Scullery food service equipment installs 4<br />
Complete auditorium vct at risers 4<br />
* Seats deliver and install 4<br />
Start exterior and interior signage install 4<br />
EMS panel installs 4<br />
Menu signs, int. postercases, and aud. entrances install 3<br />
Install exterior postercases 3<br />
SLV install begins 3<br />
Complete auditorium floor lights and handrails 2<br />
Final cleaning begins 2<br />
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Telephone and security systems complete 2<br />
Final inspections 1<br />
* Substantial completion and certificate of occupancy 1<br />
ATM and payphones install 1<br />
Trash compactor installs 1<br />
Cinemark computer system installs 1<br />
EMS computer and Square D lighting controls install 1<br />
Complete landscaping and parking lot striping 1<br />
Complete floor carpeting 1<br />
Air balance by vendor 1<br />
* Construction completion 0<br />
* Key milestone dates in bold<br />
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BID GUARANTEE<br />
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The undersigned agrees that the Owner shall have the right to retain this bid for a period of sixty (60) days from the<br />
date of receiving bids and guarantee the amounts set forth herein to be firm for the same sixty (60) day period.<br />
BID ACCEPTANCE<br />
If written notice of the acceptance of this bid is mailed, telegraphed or delivered to the undersigned within the time<br />
noted herein, after the date of the opening of bids, or at any time thereafter before this bid is withdrawn, the<br />
undersigned agrees that he will execute a construction contract (AIA Doc. A101, 1987 edition) in accordance with the<br />
Bid as accepted, and, if required, will furnish contract security in the form of Performance and Payment bonds with<br />
such surety or sureties as the Owner may approve, the bonds to be paid for by the Owner, all within 10 days (unless a<br />
longer period is agreed) from date of such written notice.<br />
It is understood and agreed that the Owner reserves the right to award the contract to his best interest, to reject any or<br />
all bids, to waive any information in bidding, and to hold all bids for the bid guarantee period.<br />
Signed and sealed this ______ day of ___________________, 20______.<br />
Business Name<br />
Business Address<br />
Telephone<br />
By:<br />
Printed Name of Signer<br />
Signature<br />
Title<br />
(SEAL)<br />
ATTEST (if a Corporation)<br />
END OF SECTION<br />
Title<br />
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SECTION 00600<br />
BONDS AND CONTRACT FORMS<br />
PART 1 - GENERAL<br />
1.01 FORM OF AGREEMENT<br />
A. The Form of Agreement will be the modified version AIA Document A101 - Standard Form of<br />
Agreement Between Owner and Contractor - Stipulated Sum, 2007 edition (“Agreement”).<br />
1.02 BOND FORMS<br />
A. The Performance Bond Form will be AIA Document A311 - Performance Bond, latest edition.<br />
B. The Labor and Material Payment Bond Form will be AIA Document A311 - Labor and Material Bond,<br />
latest edition.<br />
END OF SECTION<br />
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SECTION 00700<br />
GENERAL CONDITIONS<br />
PART 1 - GENERAL<br />
1.01 GENERAL CONDITIONS<br />
A. The American Institute of Architects Standard Form (AIA Document A201), 2007 Edition,<br />
“General Conditions of the Contract for Construction” (as modified by the Supplementary<br />
General Conditions) is hereby made a part of this Specification and the Agreement.<br />
B. This Document (as modified by the Supplementary General Conditions) is referred to hereafter<br />
as the General Conditions.<br />
C. The General Conditions apply to each and every Section of these Specifications the same as<br />
though included herein.<br />
D. Persons or firms performing work under this Agreement are required to comply with the<br />
requirements of the General Conditions, and it shall be their responsibility to make themselves<br />
familiar with the terms of the General Conditions.<br />
E. Being unfamiliar with the terms of the General Conditions shall not relieve persons or firm<br />
performing work under this Agreement from being bound to the requirements of the General<br />
Conditions.<br />
END OF SECTION<br />
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DOCUMENT 00800<br />
SUPPLEMENTARY CONDITIONS<br />
SUPPLEMENTARY CONDITIONS OF THE CONTRACT FOR CONSTRUCTION<br />
MODIFICATIONS TO THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION<br />
These SUPPLEMENTARY CONDITIONS OF THE CONTRACT FOR CONSTRUCTION supplement, modify,<br />
change delete from, or add to the “General Conditions of the Contract for Construction,” AIA Document A201, 2007<br />
Edition. Where any article of the General Conditions of the Contract for Construction is modified or any paragraph,<br />
subparagraph or clause thereof is modified or deleted by these Supplementary Conditions of the Contract for<br />
Construction, the unaltered provisions of that article, paragraph, subparagraph or clause shall remain in effect.<br />
ARTICLE 1<br />
GENERAL PROVISIONS<br />
1.1.2 Add the following sentence at the end of the paragraph;<br />
“Nothing herein shall relieve the Contractor from including all material, labor, equipment, and services necessary to<br />
complete the Work as indicated on the drawings and/or the specifications unless specifically noted on the drawings or in<br />
the specifications as ‘Not In Contract (NIC),’ or ‘Furnished By Owner (FBO)’.”<br />
1.5.1 Delete this paragraph in its entirety and replace with:<br />
“The Instruments of Service, including without limitation the Drawings, Specifications, and other documents are, and<br />
shall remain, the joint property of Owner and Architect, and Owner and Architect shall each retain all common law,<br />
statutory, and other reserved rights, in addition to the copyright (including, without limitation, the right to create<br />
derivative works therefrom). Neither the Contractor nor any subcontractor, sub-subcontractor, or material or equipment<br />
supplier shall own or claim a copyright in the Instruments of Service. Submittal or distribution to meet official<br />
regulatory requirements or for other purposes in connection with the Project shall not be construed as publication in<br />
derogation of Owner’s or Architect’s copyright or other reserved rights. ”<br />
ARTICLE 2<br />
OWNER<br />
2.1.1 In the fourth line delete “Except as otherwise provided in Section 4.2.1, the…” and replace with “The...”<br />
2.2.1 Delete this Paragraph in its entirety and replace with:<br />
"Owner has furnished reasonable evidence that financial arrangements have been made to fulfill Owners obligations<br />
under this Contract. Owner shall not materially vary such financial arrangements without prior notice to Contractor."<br />
2.3 In the second line after the word “…or…” delete “…repeatedly…”<br />
2.4 In the seventh and eighth lines delete the sentence “Such action by the Owner and amounts charged to the<br />
Contractor are both subject to prior approval of the Architect.”<br />
ARTICLE 3<br />
CONTRACTOR<br />
3.1.3 Add the following three sentences at the end of the paragraph:<br />
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“Contractor recognizes the relationship of trust and confidence required by the Owner, and Contractor covenants with<br />
the Owner to furnish its best skill and judgment and to cooperate with the Architect, the Owner, and the Owner’s<br />
consultants in promoting the interest of the Owner. Contractor agrees to furnish efficient business administration and<br />
superintendence and to use every effort to keep upon the Work at all times an adequate supply of workmen and materials<br />
and to secure execution of the Work in an expeditious and efficient manner. Contractor agrees to coordinate and<br />
cooperate with all other contractors performing work on the site.”<br />
3.2.1 Add the following three sentences at the end of the paragraph:<br />
“Contractor represents that in visiting the site it has thoroughly inspected and satisfied itself as to any existing<br />
conditions, which might in any manner affect the Work. Contractor represents that it has brought all such concerns to the<br />
attention of the Owner and Architect prior to execution of the Contract Documents.<br />
No allowance in Contract cost or time will be made after the Work is commenced for any alleged circumstances,<br />
including verification of quantities, which proper and reasonable examination and investigation would have disclosed.<br />
Contractor represents that it has reviewed the Contract Documents and existing field conditions and has based the<br />
Contract Sum on said information.”<br />
3.2.2 In the seventh line after the word “…Architect…” add the words “….and Owner…” and in the eighth line after<br />
the word “…Architect…” add the words “…and Owner…”<br />
3.2.3 In the third line after the work “…Architect…” add the words “…and Owner…” and in the fourth line after the<br />
word “…Architect…” add the words “…and Owner.”<br />
3.3.2 In the second line after the word “…Subcontractors,…” insert the following: “…vendors and materials<br />
suppliers…”<br />
3.3.3 Add the following sentence at the end of the paragraph:<br />
“Where portions of the Project are designated to receive work by other contractors outside the scope of this Agreement,<br />
Contractor shall provide written notice to the Owner that the applicable portion of the Project is complete and ready to<br />
receive subsequent work provided by others. The Owner shall accept the applicable portion of the Project in accordance<br />
with the provisions of the Agreement Between Owner and Contractor.”<br />
Add Paragraph 3.3.4 as follows:<br />
3.3.4 The Contractor shall not be relieved of any obligations to perform the Work in accordance with the Contract<br />
Documents either by activities or duties of the Owner or Architect in their administration of the Contract, or by<br />
tests, inspections, or approvals required or performed by persons other than the Contractor.<br />
3.4.2 Delete "Except in the case of minor changes in the Work authorized by the Architect in accordance with<br />
Sections 3.12.8 or 7.4, the" and replace it with "The".<br />
3.7.2 Add the following sentence to the end of the paragraph:<br />
"Contractor is responsible for becoming familiar with all applicable governmental laws, statutes, ordinances, codes,<br />
standards, rules and regulations and lawful orders of public authorities applicable to performance of the Work and<br />
inspection procedures and shall schedule inspections as required."<br />
3.7.3 In the first line after the word “…contrary…” add the parenthetical phrase “….(or that it should know to be<br />
contrary) …”<br />
3.7.4 Add the following sentence to the end of the paragraph:<br />
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"All such claims for concealed conditions encountered must be made within twenty-one (21) days of the first observance<br />
of the concealed condition; otherwise, such claims shall be deemed to be waived. Such claims shall be limited by the<br />
Contractor’s representations in Section 3.2.1."<br />
3.7.5 In the fourth line after the word "any" add the words "commercially reasonable".<br />
3.9.2 Delete this paragraph and replace with:<br />
"Contractor will be required to maintain the same on-site superintendent/project manager throughout the performance of<br />
the Work. Any change in on-site superintendent or project manager will require prior written approval of the Owner.<br />
Owner reserves the right to cause the Contractor to remove and replace any persons in a superintendent or project<br />
manager position whose performance is found to be lacking or objectionable to Owner."<br />
3.9.3 Delete this paragraph.<br />
3.10.2 In the second and third lines before the word “…Architect's…” insert the words “Owner and”. In the fourth<br />
line before the word “Architect” insert the words “…Owner and…”<br />
Add Paragraph 3.10.4 as follows:<br />
3.10.4 Contractor agrees to incorporate into Contractor’s Construction Schedule any scheduling information furnished<br />
by Owner with respect to the requirements of Work as performed on the site by other contractors, vendors, and<br />
material suppliers under separate contract with Owner for the purpose of coordination between Contractor and<br />
Owner’s forces.<br />
Add Paragraph 3.11.1 as follows<br />
3.11.1 The Contractor shall maintain at the site and shall turn over to the Owner upon completion of the Work the<br />
Building Department-stamped permit set of documents.<br />
Add Paragraph 3.12.11 as follows:<br />
3.12.11 Shop drawings, product data, and samples shall be furnished with adequate lead time to allow the Contractor to<br />
process and Architect to approve said documents prior to the time that return of the submittal is required by<br />
subcontractor. Contractor / Architect will require a minimum of ten (10) working days to approve submittals.<br />
Shop drawings not furnished with sufficient lead time for processing and approval shall constitute a Contractorcaused<br />
delay.<br />
Add Paragraph 3.13.1 as follows:<br />
3.13.1 Contractor shall coordinate and cooperate with the Owner relative to portions of the site or structures needed to<br />
be utilized by other contractors, vendors, and material suppliers employed by Owner.<br />
3.14.1 Add the following sentence at the end of this paragraph: "Finished surfaces which appear as damaged, altered,<br />
retrofitted, or otherwise do not appear as “new” construction may be grounds for rejection by the Owner or Architect."<br />
Add Paragraphs 3.15.3 and 3.15.4 as follows:<br />
3.15.3 Contractor shall cause its subcontractors/vendors/material suppliers to clean up all debris created by their work<br />
as the job progresses. Should Contractor, subcontractors, vendors, or material suppliers fail to remove debris<br />
and/or material created or left by their work after forty-eight (48) hours’ written notice to do so, the Owner<br />
reserves the right to remove debris and/or material, clean the premises, and charge the Contractor accordingly.<br />
3.15.4 Contractor shall assume responsibility for dust control during the performance of its Work. The Contractor<br />
shall assume liability for all claims related to dust attributable to its work.<br />
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3.18.1 In the sixth line, after the word “…negligent…” add the words “…or intentional…” In the eighth line, after the<br />
word “…hereunder...” add the following: “…including liability which is attributable to the violation of any law<br />
or regulation with which compliance is the responsibility of the Contractor under the provisions of this<br />
Agreement.” Add the following sentence at the end of Paragraph 3.18.1:<br />
“Contractor shall, at its own cost, expense and risk, defend any and all actions, suits, or other legal proceedings to which<br />
this indemnity paragraph applies that may be brought or instituted against the Owner and/or the Architect and their<br />
officers, agents, and employees, and consultants and any such action, suit, or other legal proceedings.”<br />
ARTICLE 4<br />
ADMINSTRATION OF THE CONTRACT<br />
4.2.1 Delete this paragraph in its entirety and replace with the following:<br />
“The Architect will provide administration of the Contract as described in the Contract Documents. However, unless<br />
noted otherwise in writing, the Owner’s Representative will be an employee of the Owner. The Architect will be<br />
responsible for timely communication of all questions and decisions to the Owner and the General Contractor.<br />
Decisions made solely by Architect will not bind the Owner to increases in Contract Sum or increases in Contract Time<br />
without Owner’s prior written consent.”<br />
4.2.4 In the second and third lines delete “…shall endeavor to communicate with each other through the Architect…”<br />
and insert “…may communicate with each other directly or through the Architect…”<br />
4.2.8 In the first and second lines delete " …, and may authorize minor changes in the Work as provided in Section<br />
7.4". In the second line, after the word "make", delete the words: "determinations and".<br />
4.2.13 Delete this paragraph in its entirety.<br />
ARTICLE 6<br />
CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS<br />
6.2.2 In the third line after the word “…Architect…” insert the words “…and Owner...”<br />
6.3 In the third line delete the word “…allocate…” and insert the words “…recommend an allocation of...”<br />
Add Paragraph 6.4 as follows:<br />
6.4 COORDINATION OF WORK<br />
6.4.1 Contractor shall coordinate its construction activity with Work furnished and/or installed by Owner’s forces<br />
which may be performed concurrently with Contractor’s Work. Contractor and Owner shall confer periodically<br />
and exchange information on scheduling, and Contractor shall incorporate in its Critical Path Schedule the<br />
Owner’s forces’ Work schedule as prepared by Owner. Contractor represents that coordination of all work with<br />
all other contractors, suppliers and vendors, consultants, City-representatives, testing engineers, and others is<br />
included in the Contract Sum.<br />
ARTICLE 7<br />
CHANGES IN THE WORK<br />
7.1.2 In the third line delete the word “…Architect…” and insert the word “…Owner…”<br />
Add Paragraph 7.1.4 as follows:<br />
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7.1.4 At any time, the Owner may, through its Architect, without invalidating the Contract, order extra Work or make<br />
scope changes by altering, adding, or deduction from the Work. However, no extra Work or scope change shall<br />
be made unless pursuant to a written Change Order or Construction Change Directive singed by Owner and<br />
Contractor. Furthermore, if the Contractor, without obtaining prior written authorization of the Owner,<br />
performs any additions, deletions, or changes in the Work, the Contractor shall be liable for the entire cost<br />
thereof, or for the removal thereof and restoration to the before-change condition, and shall further be liable for<br />
any expense incurred by other contractors, agencies, or the Owner in adjusting their Work due to changes<br />
initiated by the Contractor.<br />
Add Paragraph 7.2.2 as follows:<br />
7.2.2 The fee agreed upon for scope changes in the Work shall constitute the full overhead and profit charged for<br />
said change in the Work. Change Orders for scope changes shall not include any claim for extended general<br />
conditions or indirect costs such as additional supervision, temporary facilities, field overhead, or any impacted or<br />
consequential damages caused by, or in any way the consequence of, said change in the Work, unless Contractor can<br />
clearly demonstrate that the change has caused an impact on the general conditions cost or the Critical Path<br />
Schedule for the Project. Furthermore, Contractor agrees to make no additional claim for extra costs or extensions of<br />
Contract time within the scope of an agreed Change Order once a Change Order is signed.<br />
Add Paragraphs 7.2.2.1 and 7.2.2.2 as follows:<br />
7.2.2.1 Should Contractor claim any additional costs or delays for any other reason other than for a Scope Change,<br />
such additional cost or delay shall be deemed a claim and will be agreed upon by Change Order or Construction<br />
Change Directive in accordance with Article 15, Claims and Disputes of the General Conditions and<br />
Supplementary Conditions of the Agreement as modified herein. All claims for costs for extended general<br />
conditions, and/or indirect costs such as supervision, temporary facilities, and field overhead, plus any costs for<br />
impacted damages, whether real or consequential, shall be included therein. All such claims for additional costs<br />
or delays must be made within twenty-one (21) days of the cause of the claim for additional costs or delays;<br />
otherwise, such claims shall be deemed to be waived. No additional claims for extra costs or extension of<br />
Contract time within the scope of a specific claim will be allowed once a Change Order for the claim is signed.<br />
7.2.2.2 Change Order Work for claims pursuant to subparagraphs 7.2.2.1 preceding will be performed at cost;<br />
and no increase to the Contract Sum for the Work shall be allowed for increased or extended general conditions, and/or<br />
indirect costs such as supervision, temporary facilities, and field overhead, nor any costs for impacted damages<br />
whether real or consequential; nor any cost for Contractor’s overhead and profit (fee) unless specifically authorized<br />
in writing by the Owner.<br />
Add Subparagraph 7.3.3.5 as follows:<br />
7.3.3.5 Determination by the above methods shall not include any costs for any extended or impacted general<br />
conditions; and/or indirect costs such as supervision, temporary facilities, and field overhead, nor any costs for<br />
impacted damages whether real or consequential unless it is demonstrated by Contractor that Contractor’s<br />
general conditions and indirect costs or construction schedule is so impacted, and then only upon submittal of<br />
supporting costs with sufficient detail to allow analysis by the Owner.<br />
7.3.5 In the second line after the word “…Architect…” insert the words “…and Owner…”<br />
7.3.7 In the second line delete the word “…determine…” and insert the word “…recommend…” In the sixth line<br />
delete the word “…prescribe…” and insert the word “…recommend…”<br />
Add Subparagraph 7.3.7.6 as follows:<br />
7.3.7.6 Costs for items 7.3.7.1 through 7.3.7.5 above shall only be allowed if Contractor can clearly demonstrate to the<br />
Owner that the change impacts Contractor’s costs accordingly.<br />
7.3.8 In the second line delete the word “…Architect…” and insert the word “…Owner…”
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7.4 In the fist line delete the word “…Architect…” and insert the word “…Owner…” In the third line delete the<br />
word "Architect" and insert the word "Owner".<br />
ARTICLE 8<br />
TIME<br />
8.1.3 After the word “…Architect…’ and insert the words “…and approved by Owner…”<br />
8.3.1 In the fifth line delete the word “…Architect…” and insert the word “…Owner….” In the sixth line delete the<br />
word “…Architect…” and insert the word “…Owner…”<br />
Add the following at the end of Paragraph 8.3.1:<br />
“Such extension shall only be given for such time in which a material part of the Work on the Critical Path of the Project<br />
Schedule cannot be performed, and during which time Contractor utilizes its best efforts to perform all other Work able<br />
to be performed so as to mitigate any delays in the overall completion of the Project. Extensions of time for inclement<br />
weather will not be granted unless such inclement weather causes a delay in the Critical Path of the Project Schedule in<br />
accordance with Paragraph 15.1.5.2."<br />
Add Subparagraph 8.3.1.1 as follows:<br />
8.3.1.1 It is expressly understood and agreed by and between the Contractor and the Owner that the Contract Time as<br />
contained in the Agreement is a reasonable time for the completion of the Work under this Agreement, taking<br />
into consideration recent climatic conditions, and the usual industrial conditions prevailing in the location of<br />
the Project. The Contract Time includes the assumption that there will be at least _____________ (__) days<br />
during which Work on the Critical Path of the Project Schedule cannot be performed because of inclement<br />
weather (the “Assumed Inclement Weather Days”). No Claim in accordance with Paragraph 8.3.1 for an<br />
increase in the Contract Time due to inclement weather (including, without limitation any extension in the<br />
Contract Time for purposes of calculating liquidated damages under Paragraph 3.3 of the Standard Form of<br />
Agreement Between Owner and Contractor) may be made until _______________ (__) days have occurred in<br />
which a material part of the Work on the Critical Path of the Project Schedule could not be performed because<br />
of inclement weather. Provided however, within thirty (30) days of execution of this Agreement, Contractor<br />
shall provide for Owner’s reasonable approval a month-by-month allocation of the Assumed Inclement<br />
Weather Days. Owner and Contractor shall make good faith efforts to reach an agreement on such allocation<br />
and in the event of such agreement, extensions of time in accordance with Paragraph 8.3.1 for inclement<br />
weather will be allowed only if, during any month, inclement weather causes a delay in the Critical Path of the<br />
Project Schedule in excess of the number of days allocated for that month.<br />
ARTICLE 9<br />
PAYMENTS AND COMPLETION<br />
9.2 In the second line after the word “…Architect…” insert the words “…and Owner...” In the fourth line after the<br />
word “…Architect…” when it first appears insert the words “…and Owner...” and after the word "Architect" when it<br />
second appears insert the words "…or Owner."<br />
9.3.1.1 Add the following at the end of Subparagraph 9.3.1.1:<br />
“Contractor shall submit sufficient line item detail to allow the Owner to accurately determine completion for changes in<br />
the Work which has been properly authorized by Construction Change Directives.”<br />
9.3.4 Add Paragraph 9.3.4 as follows:<br />
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“With each Application for Payment, Contractor shall submit a Conditional Upon Progress Lien Waiver for each<br />
subcontractor, vendor, or material supplier who has furnished a Preliminary Lien Notice. Furthermore, Contractor shall<br />
provide an Unconditional Upon Progress Lien Waiver prior to submitting subsequent Applications for Payment for<br />
additional disbursements. All Conditional and Unconditional Upon Progress Lien Waivers shall be provided in<br />
accordance with the laws governing the State in which the Work is being performed.”<br />
9.5.1 Delete Paragraphs 9.5.1.1 though 9.5.1.7 and replace with the following 9.5.1.1 through 9.5.1.9:<br />
9.5.1.1 The omission of any Work required by the Contract Documents, or defective Work which has not been<br />
remedied, in which case the Owner may, with notice to the Contractor, withhold one hundred and fifty percent<br />
(150%) of the estimated cost or expense as a reasonable value to correct such omission or defective Work and<br />
any damage suffered or expense incurred to remedy the omission or defect on account thereof;<br />
9.5.1.2 Third-party claims filed or reasonable evidence indicating probable filing of such claims, including but not<br />
limited to mechanic’s liens or stop notices, in which case Owner may withhold one hundred fifty percent<br />
(150%) thereof as a reasonable value to protect Owner against such third-party claims and legal costs incurred<br />
on account thereof;<br />
9.5.1.3 Failure of Contractor to make payments properly to subcontractors, material men, laborers, or other persons<br />
entitled to payment, in which case the Owner may withhold the amount of such failure to pay and any amount<br />
of damage suffered or expense incurred on account thereof;<br />
9.5.1.4 Reasonable evidence that the Work cannot be completed with the unpaid balance of the Contract Price, in<br />
which case the Owner may withhold the unpaid balance of the Contract Sum;<br />
9.5.1.5 Failure to carry out the Work in accordance with the Contract Documents, Supplementary Instructions, or<br />
Project Schedule, which failure must be communicated to Contractor in writing for each cause or incident. If<br />
Contractor fails or refuses to correct or remedy failure or deficiency, then the Owner may withhold an amount<br />
sufficient to discharge the damage and any expenses suffered or incurred on account thereof;<br />
9.5.1.6 Reasonable evidence that the Work will not be completed within the Contract Time, in which case the Owner<br />
may withhold an amount sufficient to discharge the damage or expense anticipated to be suffered or incurred;<br />
9.5.1.7 Any damage to Owner, another Contractor, or to another subcontractor performing Work on the Project to the<br />
extent that such damage suffered and the expense incurred on account thereof is not covered by insurance, in<br />
which case the Owner may withhold sufficient funds to discharge said damage and any expenses suffered or<br />
incurred on account thereof;<br />
9.5.1.8 The breach of any provisions in the Agreement or Contract Documents by Contractor to the extent of the<br />
damage or expense suffered or incurred or the amount that can be reasonably anticipated to be suffered or<br />
incurred on account thereof, in which case the Owner may withhold an amount sufficient to discharge the<br />
damage and any expenses suffered or incurred on account thereof;<br />
9.5.1.9 Failure to maintain Record Drawings updated to the “as-built” condition, or the failure to perform the Work in<br />
accordance with approved Shop Drawings and Submittals, or the failure to perform the Work in accordance<br />
with duly-authorized Supplementary Instructions, Change Orders or Construction Change Directives, in which<br />
case the Owner may withhold one hundred twenty-five percent (125%) of the estimated cost and related<br />
expenses as a reasonable value to correct such failure or reasonable expenses incurred thereof.<br />
9.5.2 Delete this paragraph in its entirety and replace with:<br />
“Whenever the grounds giving rise to the above withholding (Subparagraphs 9.5.1.1 through 9.5.1.9) have been<br />
removed, Owner shall pay to Contractor the amount withheld because of such grounds, less any damages in resulting<br />
expenses actually sustained by Owner as a result of the grounds for the withholding, the cost of the withholding, or<br />
removal of the cause of the withholding.”<br />
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Add Paragraph 9.5.4 as follows:<br />
9.5.4 In the event of any controversy concerning the duties and rights of the parties under the Agreement, Contract<br />
Documents, Supplementary Instructions, or under any Change Order or Construction Change Directive for additional<br />
Work issued by the Owner, or in the event of any withholding as described above, Contractor shall continue to perform<br />
the Work without an extension in Contract Time on account of the controversy, provided that the Owner deposits the<br />
amount of the withholding in an interest-bearing account, and such amount, including the interest thereon, shall be<br />
promptly released and payable in accordance with the terms of the Agreement. Contractor may obtain any release to<br />
which it is entitled through an action, negotiation with Owner, or through Dispute Resolution of the issues pursuant to<br />
Article 15 as contained herein.<br />
9.6.7 Add the following to the end of Paragraph 9.6.7:<br />
“Nothing contained herein shall make any subcontractor or supplier a third party beneficiary of this contract.”<br />
9.8.2 Delete this paragraph in its entirety and replace with:<br />
“When the Contractor considers that the Work, or a portion thereof is substantially complete, the Contractor shall<br />
prepare for the Owner and Architect a comprehensive list of items to be completed or corrected, including a list of all<br />
subcontractors or materialmen who have provided labor, equipment, and/or material to the Work, filed a notice and/or<br />
have notified the Contractor of a Claim or Lien or Stop Notice. Acceptance of the Work or a portion thereof will be at<br />
the Owner’s sole discretion. Failure to include an item on such list does not alter the responsibility of the Contractor to<br />
complete all work in accordance with the Contract Documents.”<br />
9.8.4 In the second line after the word “…that…” insert the words “…when approved by Owner…”<br />
9.9.1 In the last line delete the words “…or if no agreement is reached, by decision of the Architect...”<br />
Add Paragraph 9.10.6 as follows:<br />
9.10.6 Upon the satisfaction of all conditions stipulated in the previous Paragraph 9.10.2, Owner shall pay to<br />
Contractor within thirty (30) days such funds, including the retained percentage and including any previouslyagreed<br />
withholds for defective or uncompleted Work, provided, however, that:<br />
9.10.6.1 If any mechanic’s or materialman’s lien or stop notice has, at that time, been recorded, Owner may withhold<br />
one hundred fifty percent (150%) of the amount thereof until the lien or stop notice is removed or until the<br />
Owner is indemnified against such claim by lien release bond or other means satisfactory to Owner unless such<br />
claim is due to the Owner’s breach of its obligation to pay the Contractor in accordance with the Contract<br />
Documents.<br />
9.10.6.2 As a condition precedent to payment to Contractor under this paragraph, Contractor shall, and on a form<br />
acceptable to Owner, furnish Conditional Upon Final Mechanics' Lien Waivers and Releases from Contractor<br />
and from all subcontractors, pursuant to the laws governing the State in which the Work is being performed.<br />
9.10.6.3 So long as any defective, corrective or “punch list” work remains uncompleted hereunder, Owner shall retain<br />
one hundred fifty percent (150%) of the value of such uncompleted work which shall be paid only when such<br />
work is completed to the reasonable satisfaction of the Architect and the Owner.<br />
9.10.6.4 So long as any guarantees or warranties have not been provided or executed as required hereunder, Owner shall<br />
retain ten percent (10%) of the value of the Work to be covered by said guarantee or warranty, which shall be<br />
paid upon receipt of the fully executed guarantee/warranty.<br />
9.10.6.5 So long as any as-built drawings, complete shop drawings, submittals, extra stock materials, operating<br />
instructions, and maintenance manuals are not satisfactorily provided, Owner shall retain ten percent (10%) of<br />
the value of the Work covered by said as-built drawings, incomplete shop drawings, submittals, extra stock<br />
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materials, operating instructions, and maintenance manuals, which shall be paid upon receipt of all said<br />
documents or materials satisfactorily submitted.<br />
9.10.6.6 Any portion of the final payment not paid when due shall be a late payment and shall bear interest as in the<br />
Agreement Between Owner and Contractor.<br />
9.10.6.7 The amount withheld under Paragraphs 9.10.6.3 through 9.10.6.5 preceding shall not exceed one hundred fifty<br />
percent (150%) of the amount of the defective, corrective, or disputed work.<br />
Delete Paragraph 10.1 and substitute:<br />
ARTICLE 10<br />
PROTECTION OF PERSONS AND PROPERTY<br />
10.1 The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and<br />
programs in connection with the Work, in compliance with the current governing legislation, including the care and<br />
protection of all persons, facilities, underground improvements, and adjacent property, until the Work is completed and<br />
accepted by Owner. Contractor further covenants to use proper care and precaution in the performance of its Work<br />
hereunder so as not to cause damage to Owner’s property, adjoining property, or the property of others, and it shall be<br />
liable for claims, losses, liabilities, or damages to others on account of injury, or damage to trees, shrubs, lawns walks,<br />
roads, driveways, structures, utilities, drainage, and facilities, whether on Owner’s property or on the property of others,<br />
whether caused by Contractor, a subcontractor, or middleman, or anyone hired by, engaged by, or working under,<br />
Contractor. The Contractor shall submit the Contractor’s safety program to the Owner for review and coordination with<br />
the safety program of other contractors.<br />
10.2.8 Add the following at the end of Paragraph 10.2.8:<br />
“Claims for injury or damage to persons or property which are not made within the time limits specified in Paragraph<br />
15.1.2 herein shall be deemed to be waived.”<br />
Add Paragraph 10.2.9 as follows:<br />
10.2.9 Contractor shall, at all times, efficiently cover and protect the Work and all materials and equipment which are<br />
to be incorporated into the Work from damage, loss, or destruction by the elements or from any other cause. During<br />
inclement weather or whenever the Architect or the Owner shall direct, Contractor will and/or will cause its<br />
subcontractors to protect its and their Work and materials against damage or injury from the weather. If, in the opinion<br />
of the Architect or the Owner, any Work or material shall have been damaged or injured by any reason of failure on the<br />
part of Contractor and/or any of its subcontractors to protect its or their Work, such Work or materials shall be removed<br />
and replaced at the expense of Contractor, provided such damage is not insured.<br />
Delete Paragraphs 11.1 through 11.3.10 and substitute:<br />
11.1 CONTRACTOR’S LIABILITY INSURANCE<br />
ARTICLE 11<br />
INSURANCE<br />
11.1.1 The Contractor shall purchase from and maintain in a company or companies lawfully authorized to do business<br />
in the jurisdiction in which the Project is located such insurance as will protect him from claims set forth below<br />
which may arise out of or result from the Contractor's operations under the contract, whether such operations be<br />
by himself or by any Subcontractor or by anyone directly or indirectly employed by any of them, or by anyone<br />
for whose acts any of them may be liable to cover:<br />
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A. Workers Compensation Insurance insuring the Contractor's full liability under the Workers<br />
Compensation and Occupational Disease Laws of the State where the Work is performed and<br />
Employer's Liability with limits of liability of:<br />
1. $500,000. Each accident for bodily injury by accident.<br />
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2. $500,000. Each employee for bodily injury by disease, subject to a policy limit of $500,000<br />
for bodily injury by disease.<br />
B. Commercial liability insurance. Coverage shall be on an "occurrence" basis and shall insure<br />
Contractor for Work performed under the contract against:<br />
1. Claims for damages because of bodily injury, sickness or disease, or death of any person<br />
other than his employees;<br />
2. Claims for damages insured by usual personal injury liability coverage which are sustained<br />
(1) by any person as a result of any offense directly or indirectly related to the employment of<br />
such person by the Contractor or (2) by any other person;<br />
3. Claims for damages, other than to the Work itself, because of injury to or destruction of<br />
tangible property, including loss of use resulting therefrom; and<br />
4. The Commercial Liability policy shall contain the Personal Injury and Broad Form Property<br />
Damage Endorsements modified as set forth below, and the policy shall not contain any<br />
Property Damage Liability exclusions pertaining to loss by explosion, collapse or<br />
underground damage. The policy shall include coverage for:<br />
a. Completed Operations Liability. With respect to Completed Operations Liability,<br />
when the entire Work has been determined complete by the Architect and Contractor<br />
and accepted by the Owner, Contractor agrees to furnish evidence of such insurance<br />
coverage for twenty-four (24) months following date of acceptance by the Owner.<br />
b. Contractor's Protective Liability to cover Contractor's Liability arising out of Work<br />
performed by its Subcontractors.<br />
c. Blanket Contractual Liability, including insurance for the Indemnification<br />
Agreement as set forth in the applicable Article.<br />
d. Personal Injury Liability with Exclusions (a) 4 contractual deleted.<br />
e. Broad Form Property Damage extended to apply to Completed Operations.<br />
f. Limits of Liability shall not be less than: Bodily Injury, Personal Injury and<br />
Property Damage combined.<br />
$1,000,000. Each occurrence<br />
$1,000,000. Aggregate<br />
C. Claims for damages because of bodily injury or death of any person or property damage arising out of<br />
the ownership, maintenance or use of any motor vehicle.<br />
1. Coverage shall be for all owned, hired and non-owned vehicles.<br />
2. Limits of liability shall not be less than: Bodily injury and property damage combined,<br />
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$1,000,000. Each occurrence.<br />
D. "Umbrella" Excess Liability Policy shall insure the Contractor for an amount of not less than<br />
$20,000,000 combined single limit Bodily Injury/Property Damage excess of Primary Employers'<br />
Liability and Commercial General Liability and Automobile insurance as set forth in paragraphs<br />
11.1.1A, 11.1.1B and 11.1.1C.<br />
E. The Contractor shall maintain a Professional Errors and Omissions policy. The policy shall have<br />
limits of $1,000,000 per occurrence with a $2,000,000 aggregate.<br />
11.1.2 The Insurance required by Subparagraph 11.1.1 shall be written for not less than limits of liability required by<br />
law.<br />
11.1.3 Certificates of Insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the<br />
Work and during the term of the Project. These Certificates shall contain a provision that coverage afforded<br />
under the policies will not be canceled until at least 30 days prior written notice has been given to the Owner.<br />
11.2 OWNER'S LIABILITY INSURANCE<br />
11.2.1 The Owner shall be responsible for purchasing and maintaining the Owner's usual liability insurance.<br />
Optionally, the Owner may purchase and maintain other insurance for self protection against claims which may<br />
arise from operations under the Contract. The Contractor shall not be responsible for purchasing and<br />
maintaining this optional Owner's liability insurance unless specifically required by the Contract Documents.<br />
11.2.2 Subject to the Contractor providing insurance as described in Subparagraphs 11.1.1.B and 11.1.1.D, the Owner<br />
shall be included as an additional insured.<br />
11.3 PROPERTY INSURANCE<br />
11.3.1 Prior to commencement of the Work, the Owner shall purchase from and maintain in a company or companies<br />
lawfully authorized to do business in the jurisdiction in which the Project is located Property Insurance upon<br />
the entire Work, (1) at the site, (2) portions of the Work stored off the site, or (3) in transit, to the full insurable<br />
value thereof.<br />
This insurance shall include the interests of the Owner, the Contractor and its Subcontractors and Subsubcontractors<br />
in the Work and shall insure against the perils of Fire and Extended Coverage and shall include<br />
"All Risk" insurance for physical loss or damage including without duplication of coverage, Collapse, Theft,<br />
Vandalism, Malicious Mischief, Debris Removal, Flood, Earthquake, Land Movement and Consequential<br />
Loss.<br />
Such insurance shall be in force until substantial completion and acceptance of the Work by Owner, and the<br />
insurable interests of the Contractor and Subcontractors has ceased, unless alternate and equivalent coverage, as<br />
described in paragraph 11.5, is provided by Owner, for the benefit of Owner, Contractor and all tiers of<br />
Subcontractors. Coverage will include all materials that are intended for specific installation in the Project<br />
while such materials are located at the project site and while in transit or temporarily located away from the<br />
Project Site for the purpose of repair, adjustment or storage at the risk of one of the insured parties.<br />
This insurance will not include any tools or clothing of workmen or any tools, equipment, protective fencing,<br />
scaffolding, temporary structures, temporary forms and equipment owned, rented or used by the Contractor or<br />
any Subcontractor and used in the performance of the Work, unless the value of such items is included in the<br />
cost of the Work.<br />
If it is the Owners responsibility to purchase the insurance required by Paragraph 11.3 and the Owner does not<br />
intend to purchase such insurance for the full insurable value of the entire Work, Owner shall inform the<br />
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Contractor in writing prior to commencement of the Work. The Contractor may then at its sole option effect<br />
insurance which will protect its interest and the interest of Subcontractors in the Work, and by appropriate<br />
Change Order the cost thereof shall be charged to the Owner. If the Contractor is damaged by failure of the<br />
Owner to purchase or maintain such insurance and to so notify the Contractor, then the Owner shall bear all<br />
reasonable costs properly attributable thereto.<br />
11.3.1.1 Should Owner elect to provide any materials, furniture, fixtures and/or equipment, to be installed by<br />
Contractor, its Subcontractors or Sub-subcontractors, the cost of which is not included in the Contract Price, the<br />
value of such materials, furniture, fixtures and/or equipment will be included in the amount of Builder's Risk<br />
limit of liability if the Policy is to be purchased and maintained by the Owner. If the Policy is to be purchased<br />
by the Contractor, Owner shall notify Contractor in writing prior to their delivery at the job site, the value of<br />
such materials, furniture, fixtures and/or equipment, and same will be included in the amount of Builder's Risk<br />
limit of liability as shown on the policy to be purchased and maintained by the Contractor. Premiums for such<br />
insurance provided under this subparagraph shall be borne by the Owner.<br />
11.3.1.2 Should Owner elect to have separate Contractor or Contractors install Owner furnished materials, furniture,<br />
fixtures and/or equipment, the value of same plus installation will be covered under a policy written for this<br />
Project, and such insurance policy shall contain an endorsement waiving the carrier's right of subrogation<br />
against all parties to this contract, including but not limited to, Owner, Contractor, its Subcontractors and Subsubcontractors,<br />
in accordance with Subparagraph 11.3.5 herein. (This Insurance is to cover the insurable value<br />
of all separate contracts not included in the property insurance policy(s) purchased in accordance with Article<br />
11.3.1 herein.) The Owner shall file a copy of the Waiver of Subrogation Endorsement, as set forth in this<br />
Subparagraph 11.3.1.2, with the Contractor before an exposure to loss may occur. Owner, their separate<br />
Contractor, and all sub-tier subcontractors and suppliers will be required to provide appropriate<br />
indemnification, insurance, and waivers of subrogation as may be required by Contractor.<br />
11.3.2 The Owner shall purchase and maintain such Boiler and Machinery (Heating, Ventilation, Air Conditioning<br />
Equipment and other Machinery) insurance as may be required by the Contract Documents or by law. This<br />
insurance shall include the interests of the Owner, the Contractor, Subcontractors and Sub-subcontractors in the<br />
Work, and the Owner and Contractor shall be named insureds.<br />
11.3.3 Any loss insured under Subparagraph 11.3.1is to be adjusted by the Owner and or Contractor and made payable<br />
to the Owner or Contractor, as trustee for the insureds, subject to the requirements of any applicable mortgagee<br />
clause. The Contractor shall pay each Subcontractor a just share of any insurance monies received by the<br />
Contractor, and by appropriate agreement, written where legally required for validity, shall require each<br />
Subcontractor to make payments to his Subcontractors in similar manner.<br />
11.3.4 Notwithstanding any other contract provisions, any deductibles shall be the responsibility of the Owner.<br />
11.3.4.1 Before an exposure to loss may occur, the Owner or Contractor as appropriate shall file with the other party a<br />
copy of each policy that includes insurance coverage required by this Paragraph 11.3. Each policy shall<br />
contain all generally applicable conditions, definitions, exclusions and endorsements related to this Project.<br />
Each policy shall contain a provision that the policy will not be canceled or allowed to expire until at least 30<br />
days' prior written notice has been given to the Contractor.<br />
11.3.5 The Owner and Contractor waive all rights against (1) each other and the Subcontractors, Sub-subcontractors,<br />
agents and employees each of the other, and separate contractors, if any, and their Subcontractors, Subsubcontractors,<br />
agents and employees, for damages caused by fire or other perils to the extent covered by<br />
insurance obtained pursuant to Paragraph 11.3 or any other property insurance applicable to the site where the<br />
Work is performed, except such rights as they may have to the proceeds of such insurance held by the Owner as<br />
the trustee. The Owner or the Contractor as appropriate shall require of the separate Contractors,<br />
Subcontractors and Sub-subcontractors by appropriate agreements, written where legally required for validity,<br />
similar waivers each in favor of all other parties enumerated in this Subparagraph 11.3.5. The policies shall<br />
provide such waivers of subrogation by endorsement or otherwise. A waiver of subrogation shall be effective as<br />
to a person or entity even though that person or entity would otherwise have a duty of indemnification,<br />
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contractual or otherwise, did not pay the insurance premium directly or indirectly, and whether or not the<br />
person or entity had an insurable interest in the property damaged.<br />
11.3.6 The Owner as trustee shall provide information or otherwise comply with reasonable requests in writing by any<br />
party in interest regarding an accounting of the payment and distribution of insurance proceeds.<br />
11.3.7 If after such loss no other special agreement is made, replacement of damaged Work shall be covered by an<br />
appropriate Change Order.<br />
11.3.8 If the Owner finds it necessary to occupy or use a portion or portions of the Work prior to Substantial<br />
Completion thereof, such occupancy shall not commence prior to the time mutually agreed to by the Owner and<br />
Contractor and to which the insurance company or companies providing the property insurance have consented<br />
by endorsement to the policy or policies. This insurance shall not be canceled or be allowed to lapse on account<br />
of such partial occupancy. Consent of the Contractor and of the insurance company or companies to such<br />
occupancy or use shall not be unreasonably withheld.<br />
11.3.8.1 Upon occupation of a portion of the Work by Owner or any tenant of Owner, Owner shall indemnify and hold<br />
harmless the Contractor, its Subcontractors and Sub-subcontractors for any claims for bodily injury and/or<br />
property arising out of or in any way connected to such occupancy.<br />
11.3.9 Owner and Contractor shall define any Risks other than those described in Subparagraph 11.3.1, 11.3.1.1,<br />
11.3.1.2 and 11.3.2 or other special hazards, and shall, if possible, include such coverage in the Property<br />
Insurance Policy provided per Subparagraph 11.3.1, or purchase and maintain available insurance. Such<br />
insurance shall include, but not be limited to Ocean Open Cargo coverage. All such policies shall insure the<br />
interests of the Owner, Contractor and its Subcontractors in the Work, and shall insure for physical loss or<br />
damage.<br />
Add Paragraphs 11.5, 11.6, 11.7, 11.8 and the associated subparagraphs and sub-subparagraphs as follows:<br />
11.5 LOSS OF USE INSURANCE<br />
11.5.1 The Owner, at his option, may purchase and maintain, such insurance as will insure Owner against loss of use<br />
of his property including, but not limited to, loss of income, additional interim interest expense, insurance<br />
premiums, or expenses pursuant to any agreement with tenants.<br />
The Owner waives all rights of action against the Contractor for loss of use of his property including<br />
consequential losses due to fire or other hazards however caused and shall cause all existing insurance policies<br />
covering such loss(s) to be endorsed as follows:<br />
"It is understood and agreed that the policy is hereby amended to include as additional insureds<br />
Contractor, its Subcontractors and Sub-subcontractors, during the term of construction. It is further<br />
understood and agreed that this Company waives all rights it may have acquired by payment of loss<br />
hereunder against Contractor, and all tiers of Subcontractors, their agents and employees."<br />
11.6 SUBCONTRACTORS INSURANCE<br />
11.6.1 The following forms of insurance are required to be furnished by all Subcontractors:<br />
A. Workers Compensation Insurance - to cover full liability under Workers Compensation Laws of the<br />
State where the Work is performed and Employer's Liability coverage with limits of liability of:<br />
$500,000. Each accident for bodily injury by accident<br />
$500,000. Each employee for bodily injury by disease, subject to a policy limit of $500,000 for bodily<br />
injury by disease.<br />
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B. Commercial General Liability Insurance. Coverage shall be on an "Occurrence" basis and shall insure<br />
Subcontractor for Work performed under the Contract against claims for Bodily Injury, including<br />
death of any person other than Subcontractor's employees, and Property Damage for injury to or<br />
destruction of tangible property, other than the Work itself. The policy shall contain the Personal<br />
Injury and Broad Form Property Damage Endorsements modified as set forth below, and the policy<br />
shall not contain any Property Damage Liability exclusions pertaining to loss by Explosion, Collapse<br />
or Underground Damage. The policy shall include coverage for:<br />
1. Completed Operations Liability<br />
2. Contractor’s Protective Liability to cover Subcontractor's liability arising out of Work<br />
performed by its Subcontractors.<br />
3. Blanket Contractual Liability insuring the Indemnification Agreement contained in the<br />
Subcontract.<br />
4. Personal Injury Liability with exclusion (a) 4 contractual deleted.<br />
5. Broad Form Property Damage Extended to apply to Completed Operations.<br />
6. Automobile Liability insuring Subcontractor for operations of all owned, hired and nonowned<br />
vehicles.<br />
7. Limits of Liability shall not be less than:<br />
a. Bodily Injury, Personal Injury and Property Damage combined, except Automobile<br />
$1,000,000. Each Occurrence<br />
$1,000,000. Aggregate<br />
b. Bodily Injury and Property Damage combined, Automobile<br />
$1,000,000. Each Occurrence<br />
However, Contractor has the option to require modified Limits of Liability from designated<br />
Subcontractors.<br />
C. Certificates/Proof of Insurance and coverages shall be filed with the Contractor prior to<br />
commencement of Subcontractor's work.<br />
D. Contractor is to be added as additional named insured to all subcontractor liability policies pertaining<br />
to this project. Subcontractor liability insurance is to be primary. Any insurance of Contractor is to be<br />
secondary.<br />
11.7` TRANSITION INSURANCE<br />
11.7.1 When Owner, Contractor and Architect have certified that the Work is substantially complete, Owner, shall<br />
purchase and maintain such insurance as will insure him against loss of the Work due to fire or other hazards,<br />
however caused.<br />
11.7.2 Until such time as Contractor has received final payment from Owner, said insurance purchased and maintained<br />
by Owner under subparagraph 11.7.1, shall insure the interests of the Contractor, its Subcontractors and Subsubcontractors.<br />
The carrier providing this insurance shall endorse the policy waiving the carrier's right of<br />
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recovery from the Owner, the Contractor, its Subcontractors and Sub-subcontractors until such time as the<br />
Contractor and all Subcontractors have been paid in full.<br />
11.8 EXPANSION/RENOVATION WORK ON EXISTING STRUCTURES<br />
11.8.1 In recognition of any Work to be performed by Contractor, its Subcontractors and Sub-subcontractors within or<br />
adjacent to existing structure(s) for the purpose of renovation and/or expansion, Owner shall waive any right of<br />
subrogation and cause all existing permanent property insurance policies covering said structure(s) to be<br />
endorsed as follows:<br />
"It is understood and agreed that the policy is hereby amended to include as additional insureds Contractor, its<br />
Subcontractors and Sub-subcontractors, during the term of construction. It is further understood and agreed that<br />
this Company waives all rights it may have acquired by payment of loss hereunder against Contractor, and all<br />
tiers of Subcontractors, their agents and employees regardless of whether the damage was to work or to<br />
property damage which was not included in the work."<br />
11.8.2 This Paragraph 11.8 shall continue in full force and effect until all Work to be performed by the Contractor and<br />
all tiers of Subcontractors is determined to be one hundred (100%) complete, accepted by the property owner,<br />
and the Contractor has been paid in full for Work performed under The Construction Agreement.<br />
11.8.3 Owner’s separate or assigned contractors shall be required to provide appropriate indemnification, insurance<br />
and waivers of subrogation as may be required by Contractor.<br />
ARTICLE 12<br />
UNCOVERING AND CORRECTION OF WORK<br />
12.1.1 In the first line after the word “…Architect’s…” insert the words “…or Owner’s...” In the second line after the<br />
word “…Architect…” insert the words “…or Owner…” In the third line after the word “…Architect’s…” insert the<br />
words “…or Owner’s…”<br />
12.1.2 In the first line after the word “…Architect…” insert the words “…or Owner…” In the second line after the<br />
word “…Architect…” insert the words “…or Owner…”<br />
12.2.1 In the first line after the word “…Architect…” insert the words “…or Owner…”<br />
ARTICLE 13<br />
MISCELLANEOUS PROVISIONS<br />
Add Paragraph 13.1.2 as follows:<br />
13.1.2 During the performance of this Contract, Contractor agrees to fully comply with, observe and be bound by all<br />
applicable laws, ordinances, and regulations, including without limitation, all state and local codes and<br />
ordinances, Uniform Building Code, National Electric Code, local fire marshal, The National Fire Protection<br />
Agency Publication, and all rules and regulations of all agencies or governmental bodies having jurisdiction<br />
over the Work.<br />
13.5.2 In the fourth line after the word “…Architect…” insert the words “…and Owner…” In the fifth<br />
line after the word “…Architect…” insert the words “…and Owner…”<br />
13.5.5 In the first line after the word “…Architect…” insert the words “…or Owner…” In the second line after the<br />
word “…Architect…” insert the words “…or Owner…”<br />
Add Paragraph 13.8 as follows:<br />
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13.8 NO THIRD PARTY BENEFICIARIES<br />
Add Paragraphs 13.8.1 as follows:<br />
13.8.1 This Contract is not intended and shall not be deemed or construed to confer any rights, powers, or privileges to<br />
any person, firm, partnership, corporation, or other entity not a party hereto, unless otherwise specified herein.<br />
ARTICLE 14<br />
TERMINATION OR SUSPENSION OF THE CONTRACT<br />
14.2.1 Add the following to the end of Subparagraph 14.2.1.2:<br />
“…, or fails to provide the Owner with Conditional or Unconditional Upon Payment Lien Waivers or Final Lien<br />
Waivers for all contractors, vendors, and material suppliers who have furnished labor, equipment, and/or material to the<br />
Work.”<br />
Add the following Subparagraphs 14.2.1.5, 14.2.1.6, 14.2.1.7 as follows:<br />
14.2.1.5 Repeatedly refuses to carry out the Work in accordance with the Contract Documents, the Owner’s written<br />
instructions, Requests for Information, Architect’s Supplementary Instructions, Construction Change<br />
Directives, or approved Change Orders.<br />
14.2.1.6 Repeatedly performs the Work in a non-conforming or deficient manner, or provides sub-standard materials<br />
and/or equipment, or provides sub-standard or unskilled subcontractors or workers.<br />
14.2.1.7 Becomes the subject of a voluntary or involuntary bankruptcy, receivership, or if the Contractor’s payments<br />
from this Contract become subject to an IRS tax lien.<br />
Add the following Paragraphs 14.3.3 through 14.3.4 as follows:<br />
14.3.3 At any time subsequent to suspension by Owner for convenience, the Owner may, without cause, terminate the<br />
Contract after giving the Contractor and the Contractor’s surety, if any, seven (7) days written notice to<br />
terminate employment of the Contractor and may, subject to any prior rights of the surety:<br />
14.3.3.1 Take possession of the site and of all materials<br />
14.3.3.2 Accept assignment of subcontractors pursuant to Paragraph 5.4; and<br />
14.3.3.3 Finish the Work by whatever reasonable method the Owner may deem expedient.<br />
14.3.4 When the Owner terminates the Contract for convenience, Contractor shall be entitled to receive final payment<br />
as follows:<br />
14.3.4.1 Contractor shall submit a final statement showing all materials, equipment, labor, general conditions, overhead,<br />
profit and services expended to date and incorporated into the work through the date of termination.<br />
14.3.4.2 Contractor shall receive a percentage of its fee equal to the ratio of the cost of the Work as completed to the<br />
date of termination divided by the total Contract Sum at the Time of termination, including all approved scope<br />
changes and all reasonable costs incurred to date including costs to demobilize the project, cancellation charges<br />
and out of pocket expenses as out lined in Schedule A of this Agreement.<br />
Delete 14.4.3 and substitute:<br />
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14.4.3 In case of such termination for the Owner's convenience, the Contractor shall be entitled to receive a percentage<br />
of its fee equal to the ratio of the cost of the Work as completed to the date of termination divided by the total<br />
Contract Sum at the Time of termination, including all approved scope changes and all reasonable costs incurred<br />
to date including costs to demobilize the project, cancellation charges and out of pocket expenses as out lined in<br />
Schedule A of this Agreement.<br />
15.1.4 Add the following at the end of Paragraph 15.1.4:<br />
“Claims for additional costs which are not made within the time limits specified in Paragraph 15.1.2 herein shall be<br />
deemed to be waived.”<br />
15.1.5.1 Add the following at the end of Paragraph 15.1.5.1:<br />
“Claims for additional time which are not made within the time limits specified in Paragraph 15.1.2 herein shall be<br />
deemed to be waived.”<br />
15.1.5.2 In the third line delete the words “…scheduled construction…” and insert the words “…critical path of the<br />
construction schedule…”<br />
15.1.6 Delete this paragraph.<br />
End of Supplementary Conditions<br />
Of the Contract for Construction<br />
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EXHIBIT "C'<br />
Additional Pay Application Requirements<br />
With each Application for Payment submitted under Article 5.1, Contractor shall submit the following documents:<br />
a) Invoice. Invoice evidencing actual Construction Costs pertaining to the applicable<br />
portion of the Construction Costs.<br />
b) Lien Waivers. (i) Conditional releases of liens (in substantially the form attached<br />
hereto as Schedule "A-1") executed by all applicable suppliers,<br />
materialmen, contractors and<br />
subcontractors which have not been paid in<br />
full for work completed thus far and (ii) final<br />
unconditional releases of<br />
liens (in substantially the form attached hereto as Schedule "A-2") executed<br />
by all applicable suppliers, materialmen, contractors and subcontractors<br />
who have paid in full for work completed thus far.<br />
c) Affidavit of Payment. An affidavit, certified as correct by Contractor, listing (i) the names of all<br />
contractors, subcontractors, suppliers and materialmen who<br />
provided or supplied labor, services, goods and<br />
materials to the premises<br />
and the amount due and the amount previously paid for each listed<br />
contractor, subcontractor and materialmen, and (ii) that all listed contractors, subcontractors,<br />
suppliers and materialmen, have been paid in full (or upon payment of the amounts set forth in such<br />
affidavit will be paid in full) for the labor, services, goods and materials provided or supplied to the premises as of the<br />
date of the<br />
affidavit.<br />
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EXHIBIT “C”<br />
SCHEDULE “A-1”<br />
RECEIPT, GUARANTEE AND PARTIAL LIEN WAIVER<br />
TO:<br />
(Owner if other than Cinemark)<br />
Cinemark, and<br />
(Contractor) :<br />
The undersigned, having been employed by in accordance with your<br />
SUBCONTRACT AGREEMENT # ____________ in the amount of $______________dated ____________ for<br />
construction of___________,<br />
Does hereby certify and warrant that Progress Payment(s) to date in the net aggregate amount of $ _______________<br />
is/are correct and complete to and including the date hereof except for $ ___________ retention presently properly<br />
withheld and that all charges and amounts now due to the undersigned and all charges and costs heretofore incurred by<br />
or for the undersigned for labor and materials in connection with said work have been paid in full upon receipt of check;<br />
this lien waiver is valid after receipt of a check in the amount of $ _____________.<br />
And<br />
Now, for and in consideration of One Dollar and other good and valuable considerations, receipt of which is hereby<br />
acknowledged, any and all presently existing liens and claims and rights of lien with respect to said construction are<br />
hereby expressly waived and released by the undersigned, and the undersigned hereby guarantees for a period of one<br />
year from date of final completion of the general contract all materials and workmanship supplied or performed on said<br />
job by or for the undersigned, and hereby covenants and agrees to save and hold harmless you and each of you from any<br />
and all liability and expenses on account of any charges of claims for labor or materials furnished to or by the<br />
undersigned on or for said job prior to the date hereof.<br />
CHECK #____________________<br />
CURRENT CHECK AMOUNT: $_______________________<br />
COMPANY<br />
SIGNATURE<br />
DATE<br />
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EXHIBIT "C"<br />
SCHEDULE "A-2"<br />
FINAL RELEASE OF LIENS AND CLAIMS<br />
KNOW ALL MEN BY THESE PRESENTS, that with reference to Contract (the “Contract”) No.<br />
______________________ dated ______________________between<br />
________________________________________________________ (“Owner”), and<br />
the undersigned for _______________________________ work at Owner’s project at<br />
____________________________________(the “Project”), the undersigned hereby<br />
Certifies that all bills and claims of every nature incurred or asserted in connection with the Contract and any<br />
amendments thereto or otherwise incurred or asserted in connection with the Project have been fully paid and/or<br />
satisfied. Upon receipt of $______________________ as FINAL payment, the undersigned hereby remises, releases<br />
and forever discharges Owner, from any and all claims, demands and other rights of action arising out of the Contract<br />
and any amendments thereto or otherwise in connection with the Project, and the undersigned hereby agrees to<br />
indemnify Owner and hold them harmless from and against any claim, demand, lien or right of lien which may now or<br />
hereafter be asserted in connection therewith, by the undersigned or any other party allegedly entitled to such claim,<br />
demand or lien, and to defend all actions arising therefrom, paying all costs, expenses and fees incident thereto,<br />
including, but not limited to, attorney’s fees. The undersigned further agrees to arrange for the immediate release of any<br />
such lien by payment or by posting a bond satisfactory in form, substance and amount with Owner. This Release shall<br />
insure to the benefit of Owner and their respective successors and assigns and shall be binding upon the undersigned and<br />
its successors and assigns.<br />
IN WITNESS WHEREOF, the undersigned, intending to be legally bound hereby, has set its (his) hand and<br />
seal this __________day of _____________, 2006.<br />
Attest/Witness:<br />
_______________________________<br />
(Individual Signature of Name of Corp.)<br />
By:__________________________<br />
Print Name:____________________<br />
Title:_________________________<br />
By:______________________________<br />
Print Name:_______________________<br />
Title:_____________________________<br />
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PART 1 - GENERAL<br />
SECTION 01010<br />
SUMMARY OF WORK<br />
1.01 WORK COVERED BY CONTRACT DOCUMENTS<br />
A. Work covers the new construction of the XD 12 screen movie theater with a ground floor area of 45,222<br />
square feet. The projection level is 4,960 square feet. The project is located in Napa, California.<br />
B. Related Requirements Specified Elsewhere:<br />
1. Testing Laboratory Service - Section 01410<br />
2. Temporary Facilities - Section 01500<br />
C. Contractor's duties:<br />
1. Except as specifically noted, provide and pay for:<br />
a. Labor, materials and equipment.<br />
b. Tools, construction equipment and machinery.<br />
c. Water, heat, and utilities required for construction.<br />
d. Other facilities and services necessary for proper execution and completion of Work.<br />
2. Pay legally required sales, consumer, and use taxes.<br />
3. Secure and pay for, as necessary for proper execution and completion of Work, and as applicable at<br />
time of receipt of bids:<br />
a. Permits<br />
b. Government Fees, Impact Fees<br />
c. Licenses<br />
4. Give required notices.<br />
5. Comply with codes, ordinances, rules, regulations, orders and other legal requirements of public<br />
authorities which bear on performance of work.<br />
6. Promptly submit written notice to Architect of observed variance of Contract Documents from legal<br />
requirements. It is not Contractor's responsibility to make certain that drawings and specifications<br />
comply with codes and regulations. Contractor shall assume responsibility for Work known to be<br />
contrary to such requirements without notice.<br />
7. Enforce strict discipline and good order among employees. Do not employ on Work:<br />
a. Unfit person<br />
b. Persons not skilled in assigned task.<br />
8. Maintain on site at least one set of construction documents, including specifications, addenda,<br />
supplemental instructions and other such instructional information from the Architect, Owner, and<br />
Cinemark USA.<br />
9. Site reports shall be filled out every two weeks and transmitted by e-mail to Cinemark USA and the<br />
Architect.<br />
1.02 CONTRACTS<br />
A. Construct work under a single lump-sum contract. Work of the various subcontractors will be executed<br />
under subcontract agreements or purchase orders issued by the Contractor.<br />
1.03 COORDINATION<br />
A. This Contractor shall coordinate this work with separate Prime Contractors and subcontractors to see that<br />
all work is done properly and work is sequenced to avoid delays in the work.<br />
B. This Contractor shall see that all items fit properly and work is sequenced to avoid delays in the work.<br />
C. Electrical contractor shall be responsible for final connection of power to signage.<br />
D. Contractor’s Environmental Manager: Designate an on-site party responsible for overseeing the<br />
Contractor’s conformance to environmental goals for the project and implementing procedures for<br />
environmental protection.<br />
1. Responsibilities: Responsibilities shall include:<br />
a. Implementation and documentation of the Waste Management Plan.<br />
b. Implementation and documentation of the IAQ Management Plan.<br />
d. Compilation of LEED submittal documentation and completion of construction<br />
phase LEED Online credit forms assigned to the Contractor.<br />
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e. Training for Contractor personnel in accordance with their position<br />
requirements.<br />
f. Monitoring and documentation of environmental procedures.<br />
Section 01010<br />
Page 2<br />
1.04 WORK TO BE FURNISHED BY OTHERS<br />
A. Work to be furnished by others shall be according to the Responsibility Matrix in the Drawings:<br />
B. All references to items furnished by Cinemark in individual sections of the specifications shall be<br />
superseded by the Responsibility Matrices in the Drawings.<br />
C. Contractor shall receive and handle for on site storage all equipment furnished by Cinemark USA. In<br />
addition Contractor shall assist Cinemark USA in setting equipment so furnished.<br />
1.05 PERSONNEL<br />
A. General Contractor shall provide, for the duration of the project, the following qualified and experienced<br />
personnel:<br />
1. Project Manager on ½ time basis.<br />
2. Field Engineer on site.<br />
3. Field Superintendent.<br />
4. Assistant Superintendent for Building Construction.<br />
5. Assistant Superintendent for Site (if site is over 14 acres).<br />
6. Work performed by the General Contractor’s own crew shall have one foreman for supervision of<br />
each trade.<br />
7. Sub-contracted crews shall have one foreman for each trade.<br />
B. Personnel should be able to document experience of at least 5 projects of similar type, size and scope.<br />
C. The General Contractor shall furnish subcontractor list with names, addresses, phone and fax numbers<br />
along with contact names within 14 days of award.<br />
1.06 ELECTRICIAN<br />
A. Electrician to receive and review light fixtures provided by Cinemark upon delivery and notify Cinemark<br />
of any damages or discrepancies within 24 hours of receiving material. Electrician will be responsible for<br />
any damage or discrepancy after initial 24 hour review period.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
1.01 GENERAL<br />
A. Designate in Construction Schedule delivery rates for products under each allowance.<br />
B. Designate in Schedule of Values quantities of materials specified under unit cost allowances.<br />
SECTION 01020<br />
ALLOWANCES<br />
1.02 ALLOWANCES FOR PRODUCTS<br />
A. Purchase products under each allowance as directed by Architect.<br />
B. Include following amount in Bid, for inclusion in Contract Sum only for those materials not specified on<br />
the drawings:<br />
C. Amount of each allowance includes the following, unless otherwise indicated above:<br />
1. Net cost of product.<br />
2. Delivery and unloading at site.<br />
3. Applicable taxes.<br />
D. In addition to amounts of allowances, include in Proposal, for inclusion in Contract Sum, Contractor's costs<br />
for:<br />
1. Handling at site, including crating and storage.<br />
2. Protection from elements, from damage.<br />
3. Labor, installation, and finishing.<br />
4. Other expenses required to complete installation.<br />
5. Overhead and profit.<br />
1.03 SELECTION OF PRODUCTS<br />
A. Architect's duties:<br />
1. Consult with Contractor in consideration of products and suppliers.<br />
2. Make selection, designate products to be used.<br />
3. Notify Contractor, in writing, designating:<br />
a. Product, model and finish.<br />
b. Accessories and attachments.<br />
c. Cost, delivered at site.<br />
B. Contractor's Duties:<br />
1. Assist Architect in determining qualified suppliers.<br />
2. Obtain proposals from suppliers when requested by Architect.<br />
3. Make appropriate recommendations for consideration of Architect.<br />
4. Notify Architect of any effect anticipated by selection of product or supplier under consideration on:<br />
a. Construction Schedule<br />
Contract Sum<br />
5. On notification of selection, enter into purchase agreement with designated suppliers.<br />
1.04 DELIVERY<br />
A. Contractor's Responsibility:<br />
1. Arrange for delivery and unloading.<br />
2. Promptly inspect products for damage or defects.<br />
3. Submit claims for transportation damage.<br />
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1.05 ADJUSTMENT OF COST<br />
A. Should actual purchase cost be more or less than specified amount of allowance, Contract Sum will be adjusted<br />
by a Change Order equal to the actual amount of the difference between the allowances and the Subcontract<br />
Amount. Neither General Conditions nor the General Contractors Profit and overhead will be included in this<br />
Change Order.<br />
B. For products specified under unit cost allowance:<br />
1. Should quantity used be more or less than that listed in Schedule of Values, unit cost applies to quantity<br />
actually used.<br />
2. Submit invoices or other data to substantiate quantity actually used.<br />
3. Submit request for other costs, claimed additional work caused by increase over amount of allowance,<br />
prior to execution of work.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 01340<br />
SUBMITTALS<br />
1.01 SCOPE<br />
A. Submit, to the Owner, shop drawings, product data and samples required by specification sections, and as<br />
listed herein.<br />
B. Related Requirements Specified Elsewhere:<br />
1. Project Record Documents - Section 01720<br />
C. Prepare and submit, with Construction Schedule, a separate schedule listing dates for submission and dates<br />
reviewed submittals will be needed for each product.<br />
1.02 SHOP DRAWINGS<br />
A. Original drawings, diagrams, illustrations, schedules, and performance charts, prepared by Contractor,<br />
subcontractor, supplier or distributor which illustrates or describes some portion of the Work; showing<br />
fabrication, layout, setting or erection details.<br />
B. Prepared by a qualified detailer.<br />
C. Identify detail by reference to sheet and detail numbers shown on Contract Drawings.<br />
D. Reproductions for Submittals: All architectural, structural, mechanical, plumbing and electrical shop drawings,<br />
submittals are to be electronic.<br />
E. All submittals shall be issued to the attention of the architect. Where then architect will distribute to the<br />
other consultants.<br />
F. All submittals that are electronic shall be issued and returned by posting them on the FTP site. Information for<br />
FTP project site will be provided by the architect.<br />
1.03 PRODUCT DATA<br />
A. Manufacturer's standard schematic drawings:<br />
1. Modify drawings to delete information which is not applicable to project.<br />
2. Supplement standard information to provide additional information applicable to project.<br />
B. Manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations and other<br />
standard descriptive data.<br />
1. Clearly mark each copy to identify pertinent materials, products or models.<br />
2. Show dimensions and clearances required.<br />
3. Show performance characteristics and capacities.<br />
4. Show wiring diagrams and controls.<br />
1.04 SAMPLES<br />
A. Physical examples to illustrate materials, equipment or workmanship, and to establish standards by which<br />
completed work is judged.<br />
B. Office Samples: Of sufficient size and quantity to clearly illustrate:<br />
1. Functional characteristics of product or material, with integrally related parts and attachment devices.<br />
2. Full range of color samples.<br />
3. After review, samples may be used in construction of Project.<br />
C. Field Samples and Mock-ups:<br />
1. Erect at Project site at location acceptable to Architect and Owner.<br />
2. Construct each sample or mock-up complete, including Work of all trades required in finished Work.<br />
1.05 CONTRACTOR RESPONSIBILITIES<br />
A. Review Submittals, prior to submission, for compliance with Construction Documents. The Contractors<br />
review of each Submittal shall be indicated by stamp, date and signature of a responsible person.<br />
B. Verify:<br />
1. Field measurements.<br />
2. Field Construction criteria.<br />
3. Catalog numbers and similar data.<br />
C. Coordinate each submittal with requirements of Work and of Contract Documents.<br />
D. Contractor's responsibility for errors and omissions in submittals is not relieved by Architect's review of<br />
submittals.<br />
E. Contractor's responsibility for deviations in submittals from requirements of Contract Documents is not<br />
relieved by Architect's review of submittals, unless Architect gives written acceptance of specific deviations.<br />
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F. Notify Architect, in writing at time of submission, of deviations in submittals from requirements of Contract<br />
Documents.<br />
G. Begin no work which requires submittals until return of submittals with Architect stamp and initials or<br />
signature indicating review.<br />
H. After Architect's review, distribute copies.<br />
1.06 SUBMISSION REQUIREMENTS<br />
A. Schedule Submission at least 14 days before dates reviewed submittals will be needed. All submittals must be<br />
into the Architect's office within 90-days of Contract award. All finish items are to be submitted in a<br />
box at the same time within 60-days of Contract award.<br />
B. Submit number of copies of Shop Drawings, and Product Data which Contractor requires for distribution.<br />
C. Submit number of Samples specified in each specification section. If Contractor wants a sample(s) for the job<br />
trailer, then enough samples should be submitted so they can be returned to the trailer.<br />
D. Accompany submittals with transmittal letter containing:<br />
1. Date<br />
2. Project title and number<br />
3. Contractor's name and address<br />
4. The number of each Shop Drawing, Product Data and Sample submitted.<br />
5. Notification of deviations from Contract Documents.<br />
6. Document recycled content on Recycled Content Information Form in Appendix A of this Section, or<br />
similar form as approved by Owner. Include pre- and post-consumer recycled content.<br />
7. Document raw material acquisition and manufacture location on Regional Material Information Form in<br />
Appendix B of this Section.<br />
8. Document VOC emissions in grams/liter (g/L) on form in Appendix C of this Section, or similar form as<br />
approved by Owner.<br />
9. Document FSC Chain of Custody information in Appendix D of this Section, or similar form as approved<br />
by Owner.Other pertinent data.<br />
E. Submittals shall include:<br />
1. Date and revision dates.<br />
2. Project title and number.<br />
3. The names of:<br />
a. Architect<br />
b. Contractor<br />
c. Subcontractor<br />
d. Supplier<br />
e. Manufacturer<br />
f. Separate detailer; when pertinent<br />
4. Identification of product or material.<br />
5. Identification of product material cost without labor.<br />
6. Product environmental data<br />
a. Pre-consumer and post-consumer ecycled content<br />
b. Location of raw material extraction, collection or harvest and distance from project.<br />
c. Location of material manufacture and distance from project.<br />
d. Chain of custody information for FSC Certified Wood Products.<br />
e. Invoices for all wood products.<br />
f. VOC levels for all interior adhesives, sealants, paints and coatings in grams/liter (g/L).<br />
7. Field dimensions, clearly identified as such.<br />
8. Specification section and number.<br />
9. Identification of deviations from Contract Documents.<br />
10. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of field measurements<br />
and compliance with Contract Documents.<br />
1.07 ARCHITECT'S DUTIES<br />
A. Review submittals with reasonable promptness.<br />
B. Review for:<br />
1. Design concept of project.<br />
2. Information given in Contract Documents.<br />
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C. Review of separate item does not constitute review of an assembly.<br />
D. Affix stamp and initials or signature certifying to review of submittal.<br />
E. Return submittals to Contractor for distribution.<br />
Section 01340<br />
Page 3<br />
1.08 REQUIRED SUBMITTALS<br />
A. Shop Drawings to be returned within 90 days from Contract Award. (also refer to specification section for<br />
submittal requirements). Provide submittals applicable to commissioned systems with Ownder’s<br />
Commissioning Agent.<br />
1. LEED Checklist<br />
2. Construction Waste Management<br />
3. Indoor Air Quality Management<br />
4. General Commissioning Requirements<br />
5. Building Envelope Commissioning<br />
6. Irrigation<br />
7. Planting<br />
8. Earthwork<br />
9. Termite Control<br />
10. Concrete Foundation and Reinforcement<br />
11. Concrete Wall Panels<br />
12. Mortar and Grout<br />
13. Concrete Masonry Units<br />
14. Structural Steel<br />
15. Steel Joists and Joist Girders<br />
16. Metal Decking<br />
17. Metal Fabrications<br />
18. Steel Stairs & Railing<br />
19. Miscellaneous Metals<br />
20. Pre-finished Steel Railings<br />
21. Expansion Joint Cover Assemblies<br />
22. Rough Carpentry<br />
23. Finish Carpentry & Millwork<br />
24. Membrane Waterproofing<br />
25. Building Insulation<br />
26. Exterior Insulation and Finish System<br />
27. Roofing Membrane and Accessories – (also see section for FM Global review requirements)<br />
28. Composite Metal Building Panels<br />
29. Preformed Metal Siding<br />
30. Sheet Metal Flashing and Trim<br />
31. Metal Roof Panels<br />
32. Metal Fabrications<br />
33. Sealants and Caulking<br />
34. Metal Doors and Frames<br />
35. Plastic Faced and Flush Wood Doors<br />
36. Aluminum Entrances and Storefronts<br />
37. Finish Hardware and Hardware Schedule - NO SUBSTITUTIONS<br />
38. Glass and Glazing<br />
39. Glazed Aluminum Curtainwall<br />
40. Lath and Portland Cement Plaster<br />
41. Ceramic Tile - NO SUBSTITUTIONS<br />
42. Acoustical Ceiling - NO SUBSTITUTIONS<br />
43. Vinyl Wallcovering - NO SUBSTITUTIONS<br />
44. Wall Carpets - NO SUBSTITUTIONS<br />
45. Prefinished Panels<br />
46. Resilient Flooring & Base - NO SUBSTITUTIONS<br />
47. Carpet – (By CUSA)<br />
48. Carpet Tile – (By CUSA)<br />
49. Special Coatings<br />
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50. Painting<br />
51. Corner Guards - NO SUBSTITUTIONS<br />
52. Fire Extinguisher<br />
53. Toliet Accessories - (By CUSA)<br />
54. Toliet Partitions – (By CUAS)<br />
55. Rainwater Harvesting<br />
56. Water Reuse<br />
57. Concession Equipment – (By CUSA)<br />
58. Foot Grid Entrance Systems<br />
59. Roller Shades<br />
60. PV Electrical Power Equipment<br />
61. Elevators<br />
62. Water Heater<br />
63. Sprinkler System - Include completed Hydraulic Calculations. At end of this section – (also see section<br />
for FM Global review requirements)<br />
64. Roof Top A.C. Units and Curbs (By CUSA)<br />
65. Diffusers Registers, Grilles (By CUSA)<br />
66. Fire Dampers<br />
67. Mechanical<br />
68. Plumbing<br />
69. Electrical<br />
70. Site Ligthing<br />
END OF SECTION<br />
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Appendix A<br />
RECYCLED CONTENT INFORMATION FORM<br />
Date_____________ SUBMITTAL NUMBER_______________<br />
Project Name:<br />
The undersigned Contractor certifies to the best of the Contractor's knowledge, information, and belief the information contained herein is true<br />
and accurate.<br />
Contractor Name / Address Legibly Printed Name<br />
Contact Email Title<br />
Telephone Fax Date<br />
Signature<br />
Product Description<br />
CSI Section Number<br />
(Required for all<br />
Products)<br />
Manufacturer and<br />
Product Trade Name<br />
Total Product<br />
Cost ($)<br />
% Virgin Content<br />
% Post-<br />
Consumer<br />
% Pre-<br />
Consumer<br />
Total%<br />
100<br />
Document<br />
indicating<br />
recycled<br />
content<br />
included<br />
(Y/N)<br />
100<br />
100<br />
100
Appendix B<br />
REGIONALLY MANUFACTURED INFORMATION FORM<br />
Date_____________ SUBMITTAL NUMBER_______________<br />
Project Name:<br />
The undersigned Contractor certifies to the best of the Contractor's knowledge, information, and belief the information contained herein is true<br />
and accurate.<br />
Contractor Name / Address Legibly Printed Name<br />
Contact Email Title<br />
Telephone Fax Date<br />
Signature<br />
Product Description<br />
CSI Section Number<br />
(Required for all<br />
Products)<br />
Manufacturer and<br />
Product Trade Name<br />
Total Product<br />
Cost ($)<br />
Distance Between<br />
project and<br />
Manufacturer<br />
(in miles)<br />
Percentage Of<br />
Material<br />
Manufactured<br />
Regionally<br />
Distance<br />
between<br />
Project and<br />
Extraction<br />
Site (in<br />
Miles)<br />
Percentage<br />
of Material<br />
Extracted /<br />
Harvested<br />
Regionally<br />
Regional<br />
Content /<br />
Extracted<br />
Content<br />
Information<br />
Source
Appendix C<br />
LOW-EMITTING INDOOR MATERIAL INFORMATION FORM<br />
Date_____________ LEED SUBMITTAL NUMBER_______________<br />
Project Name:<br />
The undersigned Contractor certifies to the best of the Contractor's knowledge, information, and belief the information contained herein is true<br />
and accurate.<br />
Contractor Name / Address Legibly Printed Name<br />
Contact Email Title<br />
Telephone Fax Date<br />
Signature<br />
Product Description<br />
CSI Section Number<br />
(Required for all Products)<br />
Manufacturer Product Trade Name<br />
VOC Limits (Per<br />
SCAQMC / Bay Area<br />
QMD or Green Seal)<br />
Actual Product VOC<br />
Levels<br />
MSDS or Other Provided<br />
Stating VOC Content of<br />
Product (Y / N)
Appendix D<br />
CERTIFIED WOOD INFORMATION FORM<br />
Date_____________ LEED SUBMITTAL NUMBER_______________<br />
Project Name:<br />
The undersigned Contractor certifies to the best of the Contractor's knowledge, information, and belief the information contained herein is true<br />
and accurate.<br />
Notes:<br />
Make multiple copies of this form as needed.<br />
1. All new wood to be listed line-by-line and include the following information,<br />
2. Must include original manufacturer’s invoice which indicates FSC chain of custody #<br />
3. Identify FSC-certified products (FSC Pure, FSC Mixed Credit, FSC Mixed [NN]%)<br />
4. Furnish invoices for all wood products<br />
5. Provide a letter from supplier stating that wood products provided are FSC certified.<br />
Contractor Name / Address Legibly Printed Name<br />
Contact Email Title<br />
Telephone Fax Date<br />
Total Construction Cost or,<br />
Total material cost (exclude labor and equipment)<br />
Signature<br />
Total Cost of all wood based products<br />
Product Name<br />
Vendor Product Cost % Certified Wood<br />
Forest Stewardship Council Chain-of-custody<br />
certificate number
SECTION 01351<br />
CONSTRUCTION WASTE MANAGEMENT<br />
PART 1<br />
GENERAL<br />
1.01 SUMMARY<br />
A. Section includes:<br />
1. Special requirements for waste management during construction operations.<br />
a. Protect the environment, both on-site and off-site, during construction operations.<br />
b. Prevent environmental pollution and damage.<br />
c. Maximize source reduction, reuse and recycling of solid waste.<br />
B. Related Sections:<br />
1. 01340 – Submittals.<br />
2. 01500 - Construction Facilities and Temporary Controls<br />
3. 01701 – Contract Closeout Procedures.<br />
1.02 DEFINITIONS<br />
A. Definitions pertaining to sustainable development: As defined in ASTM E2114.<br />
B. Deconstruction: Disassembly of buildings for the purpose of recovering materials.<br />
1.03 QUALITY ASSURANCE<br />
A. Maximize use of source reduction and recycling procedures.<br />
B. Diversion Goals: A minimum 75% percent by weight of total project solid waste to be diverted from<br />
landfill.<br />
1.04 PRECONSTRUCTION MEETING<br />
A. After award of Contract and prior to the commencement of the Work, schedule and conduct meeting<br />
with Owner and Architect to discuss the proposed Waste Management Plan and to develop mutual<br />
understanding relative to details of environmental protection.<br />
1.05 SUBMITTALS<br />
A. Solid Waste Management Plan: Not less than 10 days before the Pre-construction meeting, prepare and<br />
submit a Solid Waste Management Plan including, but not limited to, the following:<br />
1. List of the recycling facilities, reuse facilities, municipal solid waste landfills and other disposal<br />
area(s) to be used. Include:<br />
a. Name, location, and phone number.<br />
b. Copy of permit or license for each facility.<br />
2. Identify materials that cannot be recycled or reused. Provide explanation or justification.<br />
3. Revise and resubmit Plan as required by Owner.<br />
a. Approval of Contractor’s Plan will not relieve the Contractor of responsibility for<br />
compliance with applicable environmental regulations.<br />
B. Progress Documentation: Document solid waste disposal and diversion. Include the quantity by weight<br />
of waste generated; waste diverted through sale, reuse, or recycling; and waste disposed by landfill or<br />
incineration. Identify landfills, recycling centers, waste processors, and other organizations that process<br />
or receive the solid waste.<br />
1. Document on form in Appendix A of this Section, or similar form as approved by Owner.<br />
2. With each Application for Payment, submit updated Documentation for solid waste disposal<br />
and diversion.<br />
3. With each Application for Payment, submit manifests, weight tickets, receipts, and invoices<br />
specifically identifying the Project and waste material.<br />
C. Record Submittals: With Record Submittals as specified in Section 01 78 53 (01780), submit the<br />
following:<br />
1. Summary of solid waste disposal and diversion. Submit on form in Appendix A of this<br />
Section, or similar form as approved by Owner.<br />
PART 2 - PRODUCTS<br />
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Section 01351<br />
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3.01 SOLID WASTE MANAGEMENT<br />
A. Develop and implement a waste management program in accordance with ASTM E1609 and as<br />
specified herein.<br />
B. Collection: Implement a recycling/reuse program that includes separate collection of waste materials of<br />
the following types as appropriate to the project waste and to the available recycling and reuse programs<br />
in the project area:<br />
1. Land clearing debris.<br />
2. Asphalt.<br />
3. Concrete and Masonry.<br />
4. Metal.<br />
a. Ferrous.<br />
b. Non-ferrous.<br />
5. Wood, nails and staples allowed.<br />
6. Debris.<br />
7. Glass, colored glass allowed.<br />
8. Paper.<br />
a. Bond.<br />
b. Newsprint.<br />
c. Cardboard and paper packaging materials.<br />
9. Plastic.<br />
a. Type 1: Polyethylene Terephthalate (PET, PETE).<br />
b. Type 2: High Density Polyethylene (HDPE).<br />
c. Type 3: Vinyl (Polyvinyl Chloride or PVC).<br />
d. Type 4: Low Density Polyethylene (LDPE).<br />
e. Type 5: Polypropylene (PP).<br />
f. Type 6: Polystyrene (PS).<br />
g. Type 7: Other. Use of this code indicates that the package in question is made with a<br />
resin other than the six listed above, or is made of more than one resin listed above,<br />
and used in a multi-layer combination.<br />
10. Gypsum.<br />
11. Non-hazardous paint and paint cans.<br />
12. Carpet.<br />
13. Insulation.<br />
14. Others as appropriate.<br />
C. Recycling/Reuse: Maximize recycling and reuse of materials.<br />
1. Recycling/Reuse off project site: The following is a partial list for Contractor's information<br />
only. For more information, contact the State Department of Environmental Quality and the<br />
local Integrated Solid Waste Management Office.<br />
a. Habitat for Humanity, a non-profit housing organization that rehabilitates and builds<br />
housing for low-income families. Sites requiring donated materials vary. Contact the<br />
national hotline (800) HABITAT.<br />
b. California Materials Exchange (CAL-MAX) Program sponsored by the California<br />
Integrated Waste Management Board; (916) 255-2369.<br />
D. Handling:<br />
1. Clean materials that are contaminated prior to placing in collection containers. Deliver<br />
materials in accordance with recycling or reuse facility requirements (e.g., free of dirt,<br />
adhesives, solvents, petroleum contamination, and other substances deleterious to recycling<br />
process).<br />
2. Arrange for collection by or delivery to the appropriate recycling or reuse facility.<br />
3. Hazardous Waste and Hazardous Materials: Handle in accordance with applicable regulations.<br />
END OF SECTION<br />
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Appendix A<br />
SAMPLE SUMMARY OF SOLID WASTE DISPOSAL AND DIVERSION<br />
Project Name:<br />
Contractor Name:<br />
Contractor Address:<br />
Project Number:<br />
License Number:<br />
Solid Waste<br />
Material<br />
Appliances<br />
Asphalt<br />
Cardboard<br />
Carpet<br />
Concrete<br />
Gypsum Drywall<br />
Land<br />
Clearing/Soil<br />
Masonry<br />
Metals: Ferrous<br />
Metals: Nonferrous<br />
Mixed/Comingled<br />
Waste<br />
Plastic<br />
Roofing:<br />
Asphalt-based<br />
Roofing: EPDM<br />
Salvaged/Surplus<br />
Materials for<br />
Reuse<br />
Wood:<br />
Landclearing<br />
Debris<br />
Wood: Scrap<br />
Lumber<br />
Other:<br />
Date Material<br />
Disposed/<br />
Diverted<br />
Amount<br />
Disposed/<br />
Diverted (ton or<br />
cubic yard)<br />
Municipal Solid<br />
Waste Facility<br />
(name, address,<br />
& phone<br />
number)<br />
Recycling/<br />
Reuse Facility<br />
(name, address,<br />
& phone<br />
number)<br />
Comments (if<br />
disposed, state<br />
why not<br />
diverted)<br />
Signature:<br />
Date:<br />
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SECTION 01352<br />
INDOOR AIR QUALITY MANAGEMENT PLAN<br />
PART 1<br />
GENERAL<br />
1.01 SUMMARY<br />
A. Section includes:<br />
1. Special requirements for Indoor Air Quality (IAQ) management during construction<br />
operations.<br />
a. Control of emissions during construction.<br />
1.02 DEFINITIONS<br />
A. Definitions pertaining to sustainable development: As defined in ASTM E2114.<br />
B. Adequate ventilation: Ventilation, including air circulation and air changes, required to cure materials,<br />
dissipate humidity, and prevent accumulation of particulates, dust, fumes, vapors, or gases.<br />
C. Hazardous Materials: Any material that is regulated as a hazardous material in accordance with 49 CFR<br />
173, requires a Material Safety Data Sheet (MSDS) in accordance with 29 CFR 1910.1200, or which<br />
during end use, treatment, handling, storage, transportation or disposal meets or has components which<br />
meet or have the potential to meet the definition of a Hazardous Waste in accordance with 40 CFR 261.<br />
Throughout this specification, hazardous material includes hazardous chemicals.<br />
1. Hazardous materials include: pesticides, biocides, and carcinogens as listed by recognized<br />
authorities, such as the Environmental Protection Agency (EPA) and the International Agency<br />
for Research on Cancer (IARC).<br />
D. Indoor Air Quality (IAQ): The composition and characteristics of the air in an enclosed space that affect<br />
the occupants of that space. The indoor air quality of a space refers to the relative quality of air in a<br />
building with respect to contaminants and hazards and is determined by the level of indoor air pollution<br />
and other characteristics of the air, including those that impact thermal comfort such as air temperature,<br />
relative humidity and air speed.<br />
E. Interior final finishes: Materials and products that will be exposed at interior, occupied spaces; including<br />
flooring, wallcovering, finish carpentry, and ceilings.<br />
F. Packaged dry products: Materials and products that are installed in dry form and are delivered to the site<br />
in manufacturer's packaging; including carpets, resilient flooring, ceiling tiles, and insulation.<br />
G. Wet products: Materials and products installed in wet form, including paints, sealants, adhesives, special<br />
coatings, and other materials which require curing.<br />
1.03 QUALITY ASSURANCE<br />
A. Inspection and Testing Lab Qualifications: Minimum of 5 years experience in performing the types of<br />
testing specified herein.<br />
1.04 PRECONSTRUCTION MEETING<br />
A. After award of Contract and prior to the commencement of the Work, schedule and conduct meeting<br />
with Owner and Architect to discuss the proposed IAQ Management Plan and to develop mutual<br />
understanding relative to details of environmental protection.<br />
1.05 SUBMITTALS<br />
A. Indoor Air Quality (IAQ) Management Plan: Not less than 10 days before the Pre-construction meeting,<br />
prepare and submit an IAQ Management Plan including, but not limited to, the following:<br />
1. Procedures for control of emissions during construction.<br />
a. Identify schedule for application of interior finishes.<br />
2. Procedures for moisture control during construction.<br />
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a. Identify porous materials and absorptive materials.<br />
b. Identify schedule for inspection of stored and installed absorptive materials.<br />
3. Revise and resubmit Plan as required by Owner.<br />
a. Approval of Contractor’s Plan will not relieve the Contractor of responsibility for<br />
compliance with applicable environmental regulations.<br />
B. Product Data:<br />
1. Submit product data for filtration media used during construction and during operation.<br />
Include Minimum Efficiency Reporting Value (MERV).<br />
3. Material Safety Data Sheets: Submit MSDSs for inclusion in Operation and Maintenance<br />
Manual for the following products. Coordinate with Section 01 78 23 (01830).<br />
a. Adhesives.<br />
b. Floor and wall patching/leveling materials.<br />
c. Caulking and sealants.<br />
d. Insulating materials.<br />
e. Fireproofing and firestopping.<br />
f. Carpet.<br />
g. Paint.<br />
h. Clear finish for wood surfaces.<br />
i. Lubricants.<br />
C. Photographs:<br />
1. Submit photographs illustrating IAQ control practices based on SMACNA IAQ Guidelines for<br />
Occupied Buildings Under Construction. Photographs must be dated, taken through all phases<br />
of construction and contain captions identifying the SMACNA guideline illustrated.<br />
PART 2<br />
PRODUCTS<br />
2.01 LOW-EMITTING MATERIALS – Volatile Organic Compounds (VOC)<br />
A. All adhesives and sealants within the building envelope shall meet emission standards below. Reference<br />
Appendix A in this section for emission tables.<br />
1. South Coast Air Quality Management District Rule 1168 effective July 1, 2005 and amendment<br />
date of January 7, 2005. http://www.aqmd.gov/rules/siprules/sr1168.pdf<br />
2. Green Seal standard GS-36 for spray adhesives in effect October 19, 2000.<br />
B. All paints and coatings within the building envelope shall meet emission standards below. Reference<br />
Appendix A in this section for emission tables.<br />
1. SCAQMD Rule 1113 for Architectural Coatings effective January 1, 2004.<br />
http://www.aqmd.gov/rules/siprules/sr1113.pdf<br />
2. Green Seal standard GC-03 for anti-corrosive and anti-rust paints 2 nd Edition, January 7, 1997.<br />
3. Green Seal standard GS-11, 1 st Edition, May 20 1993 for paints and coatings applied to interior<br />
walls and ceilings<br />
C. All flooring and flooring adhesives within the building envelope shall meet emission standards below.<br />
Reference Appendix A in this section for emission tables.<br />
1. SCAQMD Rule 1168 for sealers, stains and finished effective January 1, 2004.<br />
2. SCAQMD Rule 1168 for tile setting adhesives and grout effective July 1, 2005.<br />
D. All composite woods must contain no added urea-formaldehyde.<br />
PART 3<br />
EXECUTION<br />
3.01 IAQ MANAGEMENT - EMISSIONS CONTROL<br />
A. During construction operations, follow the recommendations in SMACNA IAQ Guidelines for<br />
Occupied Buildings under Construction.<br />
B. HVAC Protection:<br />
1. Seal return registers during construction operations.<br />
2. Provide temporary exhaust during construction operations<br />
3. To the greatest extent possible, isolate and/or shut down the return side of the HVAC system<br />
during construction. When ventilation system must be operational during construction<br />
activities, provide temporary filters.<br />
4. Protect all return air grills with MERV 8 filters if running mechanical system throughout<br />
construction.<br />
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C. Source Control: Provide low and zero VOC materials as specified.<br />
D. Pathway Interruption: Isolate areas of work as necessary to prevent contamination of clean or occupied<br />
spaces. Provide pressure differentials and/or physical barriers to protect clean or occupied spaces.<br />
E. Housekeeping: During construction, maintain project and building products and systems to prevent<br />
contamination of building spaces.<br />
1. Keep materials dry. Protect stored on-site and installed absorptive materials from moisture<br />
damage.<br />
2. Verify that installed materials and products are dry prior to sealing and weatherproofing the<br />
building envelope.<br />
3. Install interior absorptive materials only after building envelope is sealed and weatherproofed.<br />
G. Scheduling: Schedule construction operations involving wet products prior to packaged dry products to<br />
the greatest extent possible. Schedule work such that absorptive materials, including but not limited to<br />
porous insulations, paper-faced gypsum board, ceiling tile, and finish flooring, are not installed until<br />
they can be protected from rain and construction-related water.<br />
H. Flush-Out: After construction ends, prior to occupancy and with all interior finishes installed, perform a<br />
building flush-out by supplying a total air volume of 14,000 cu.ft. of outdoor air per sq.ft. of floor area<br />
while maintaining an internal temperature of at least 60 degrees F and relative humidity no higher than<br />
60%. Replace HVAC system filters after flush with minimum MERV 13 filtration media.<br />
END OF SECTION<br />
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Appendix A<br />
SAMPLE RECYCLED CONTENT AND REGIONAL MATERIALS FORM<br />
South Coast Air Quality Management District (SCAQMD) Rule # 1168 and the Green Seal Standard GS-36.<br />
Adhesives<br />
VOC Limit (g/L)<br />
Indoor Carpet Adhesives 50<br />
Carpet Pad Adhesives 50<br />
Wood Flooring Adhesives 100<br />
Rubber Floor Adhesives 60<br />
Subfloor Adhesives 50<br />
Ceramic Tile Adhesives 65<br />
VCT & Asphalt Adhesives 50<br />
Drywall & Panel Adhesives 50<br />
Cove Base Adhesives 50<br />
Multipurpose Construction Adhesive 70<br />
Structural Glazing Adhesive 100<br />
Adhesive Primer for Plastic 550<br />
Contact Adhesive 80<br />
Special Purpose Contact Adhesive 250<br />
Structural Wood Member Adhesive 140<br />
Top & Trim Adhesive 250<br />
Metal to Metal Adhesive 30<br />
Plastic Foam Adhesive 50<br />
Porous Material Adhesive 50<br />
Wood Adhesive 30<br />
Fiberglass Adhesive 80<br />
Architectural Sealant 250<br />
Nonmembrane Roof Sealant 300<br />
Single-Ply Roof Membrane Sealant 450<br />
Other Sealants 420<br />
Architectural Non Porous Sealant<br />
Primer<br />
250<br />
Architectural Porous Sealant Primer 775<br />
Other Sealant Primer 750<br />
Aerosol Adhesive<br />
General Purpose Mist Spray<br />
General Purpose Web Spray<br />
Special Purpose (All Types)<br />
VOC Weight<br />
65% max<br />
55% max<br />
70% max<br />
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Green Seal Standard GS-11, Green Seal Standard GC-03, and South Coast Air Quality Management (SCAQMD) District<br />
Rule # 1113.<br />
Paints, Coatings, & Primers<br />
VOC Limit (g/L)<br />
Flat 50<br />
Non Flat 150<br />
Anti-corrosive/ Anti-rust Paints<br />
VOC Limit (g/L)<br />
Applied to ferrous metal substrates 250<br />
Anti-corrosive/ Anti-rust Paints<br />
VOC Limit (g/L)<br />
Applied to ferrous metal substrates 250<br />
Wood finishes, floor coatings, stains,<br />
sealers, and shellacs<br />
VOC Limit (g/L)<br />
Clear Wood Varnish 350<br />
Clear Wood Lacquer 550<br />
Floor Coating 100<br />
Waterproof Sealer 250<br />
Sanding Sealer 275<br />
Other Sealers 200<br />
Shellac, clear 730<br />
Shellac, pigmented 550<br />
Stains 250<br />
NAPA CENTURY CENTER XD 12<br />
#165582
PART 1 - GENERAL<br />
SECTION 01410<br />
TESTING LABORATORY SERVICES<br />
1.01 SCOPE<br />
A. Related Requirements Specified Elsewhere:<br />
1. Refer to paragraphs 2.2.13, 4.3.3 and 7.7 of the General Conditions.<br />
2. In the event of conflict between requirements of the General Conditions and this Section concerning<br />
testing laboratory services, for the specific items of construction listed in Section 01410, the requirements<br />
of Section 01410 shall govern.<br />
1.02 DESCRIPTION<br />
A. An Independent Testing Laboratory, employed and paid for by the Contractor, shall perform the specified<br />
testing and laboratory services.<br />
B. Materials and workmanship not meeting the required standards or performance obligations are to be removed<br />
and replaced at the Contractor's expense, including all subsequent testing.<br />
C. Where the terms "Inspector" and "Testing Laboratory" are used, they mean and refer respectively to an<br />
officially designated and accredited inspector of the testing laboratory and the testing laboratory engaged by<br />
the Contractor.<br />
1.03 WORK INCLUDED<br />
A. Inspection and testing of soil compaction and soil density.<br />
B. Inspection and testing of concrete work including design mixes, placement and reinforcing steel.<br />
C. Inspection and testing of mortar, grout and concrete masonry units, including design mixes and placement of<br />
reinforcing.<br />
D. Inspection and testing of structural steel.<br />
E. Keeping inspection and test logs of all inspections and tests.<br />
F. Submitting to Architect, Engineer, Contractor, and Owner certifications, records and reports of all inspections<br />
and tests.<br />
1.04 SUBMITTALS (CERTIFICATION)<br />
A. Submit one copy each to Architect, Consulting Engineer, Contractor, Tenant and Owner of certification of each<br />
inspection and test required.<br />
B. In each certificate state details of each inspection and test to indicate satisfactory compliance with requirements<br />
of the specifications and/or drawings or unsatisfactory conditions or failure to comply with requirements.<br />
1.05 RESPONSIBILITIES OF CONTRACTOR REGARDING TESTING LABORATORY<br />
A. Selection of the laboratory in no way relieves the Contractor of his responsibility to furnish materials and<br />
construction in full compliance with the Contract Documents.<br />
B. Notify the laboratory of material sources and furnish without cost, necessary quantities of representative<br />
samples to laboratory of materials proposed for use which are required to be tested.<br />
C. Give timely notice to the laboratory when the various construction operations requiring testing or inspection<br />
are to be performed.<br />
D. Advise laboratory to complete any required check-tests and assign personnel for field inspection and testing as<br />
specified.<br />
E. Provide adequate facilities for safe storage of test samples on project site.<br />
F. Furnish such nominal labor as is required to assist laboratory personnel in obtaining and handling samples at<br />
site.<br />
1.06 AUTHORITY AND DUTIES OF LABORATORY PERSONNEL<br />
A. Laboratory personnel shall inspect and/or test materials, assemblies, specimens, and work performed including<br />
design mixes, methods and techniques as specified and report results to Architect, Structural Engineer, Owner<br />
and Contractor.<br />
B. Should it appear that the material furnished or work performed fails to meet requirements of Contract<br />
Documents, laboratory shall direct the attention of the Contractor and the Owner's Representative to such<br />
failure or infringement.<br />
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C. The laboratories are not authorized to revoke, alter, relax, enlarge or release any requirements of the Contract<br />
Documents, or to approve or accept any portion of the work. The duty of the laboratories is to test and/or<br />
sample and report on a timely basis.<br />
PART 2 - PRODUCTS<br />
2.01 MATERIALS<br />
A. Materials in conjunction with the work of this Section shall be as required for the various tests.<br />
PART 3 - EXECUTION<br />
3.01 SUBGRADE DENSITY TEST<br />
A. Establish moisture density relationship of subgrade and select fill in accordance with ASTM D-698.<br />
B. Perform in-place density test of completed select fill subgrade beneath building slabs-on-grade and stabilized<br />
sub-grade beneath paving in accordance with ASTM D-2167 as follows:<br />
1. Building Subgrade: one test per lift for each 5,000 s.f. area.<br />
3.02 TESTING OF CONCRETE<br />
A. Refer to Section 03300 for specific requirements. These apply to all concrete placed for Section 03300 and<br />
Section 02514.<br />
3.03 MORTAR, GROUT AND CONCRETE MASONRY UNITS<br />
A. Refer to Section 4100 and Section 4200 for specific requirements.<br />
3.04 STRUCTURAL STEEL<br />
A. Refer to Section 05100 for specific requirements.<br />
END OF SECTION<br />
NAPA CENTURY CENTER XD 12<br />
#165582
PART 1 - GENERAL<br />
SECTION 01500<br />
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS<br />
1.01 ACCESS TO SITE AND PARKING AREAS<br />
A. Contractor shall use the streets and areas assigned to him by the Owner for the purposes of access to the job<br />
site.<br />
B. Parking areas for cars of Contractor's employees shall be only as directed and/or allowed by the Owner.<br />
1.02 STAGING AREAS<br />
A. Contractor shall use only those areas assigned to him by the Owner for material storage, subcontractors’ sheds<br />
and staging areas.<br />
1.03 TEMPORARY SANITARY FACILITIES<br />
A. The Contractor shall furnish, install and maintain ample sanitary facilities for the use of his workmen and those<br />
of the subcontractors.<br />
B. Temporary toilets shall be installed at the time the Work is commenced and shall be maintained in compliance<br />
with all applicable health laws and regulations and the use of such facilities shall be enforced.<br />
C. Toilets shall be of the chemical type unless directed otherwise.<br />
D. Remove the temporary toilets and all traces thereof from the premises upon completion of the work.<br />
1.04 TEMPORARY UTILITIES<br />
A. The Contractor shall provide and pay for temporary water, gas, electricity and other services as may be<br />
required until premises are accepted by the Owner.<br />
B. The Contractor shall be responsible for the cost of the maintenance of these services and pay for all fuel and<br />
electricity consumed during the period of construction for whatever purpose it may be required.<br />
C. Permanent power costs shall also be borne by the Contractor until date of Substantial Completion as accepted<br />
by the Architect and Owner.<br />
1.05 TEMPORARY OFFICES AND SHEDS<br />
A. The Contractor shall provide, where directed by the Owner on the premises, such temporary offices and sheds<br />
as may be required for his Work and shall maintain same and remove from the premises when directed.<br />
1.06 TELEPHONE<br />
A. The Contractor shall provide, in his temporary offices, a straight line telephone with speaker phone capability<br />
for use of the Contractor from the commencement of operations until final acceptance. The Contractor shall<br />
pay all charges for telephone installation, service and removal.<br />
B. Provide one (1) facsimile machine at the field office building.<br />
1.07 COMPUTER COMMUNICATIONS<br />
A. The Contractor shall have the capability of sending and receiving e-mail in his temporary offices.<br />
1.08 TEMPORARY WIRING<br />
A. The Contractor shall provide all preliminary wiring necessary under this contract. The Contractor shall furnish<br />
and install a temporary wiring system adequate to furnish power and lighting for construction needed.<br />
B. Each subcontractor shall be responsible for extending service to their own temporary office.<br />
1.09 CONTRACTOR SAFETY<br />
A. The General Contractor shall at all times maintain a safe construction site which complies with all aspects of<br />
the OSHA Construction Safety Standard (29 CFR 1926).<br />
B. The General Contractor shall ensure that all subcontractors work safely and comply with the OSHA Standard.<br />
C. The General Contractor shall designate in writing a Site Safety Officer, and submit a written safety plan which<br />
details how safety will be managed throughout the project. A professional safety resource should also be<br />
identified for the project whether in-house or contract.<br />
D. Require the General Contractor to obtain written safety programs from subcontractors.<br />
E. The General Contractor should hold safety orientation meetings for each subcontractor. A review of safety<br />
issues should be a routine agenda item on weekly project meeting. The General Contractor should document<br />
all safety meetings and training sessions.<br />
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F. The General Contractor and any subcontractors directly retained by Cinemark should provide Certificates of<br />
Insurance which list appropriate types and limits of coverage. Certificates should name Cinemark as a<br />
Certificate Holder and additional insured.<br />
1.10 PROJECT SAFETY AND SECURITY<br />
A. Safety lights, barricades, and protective devices shall be placed in locations acceptable to maintain security of<br />
the property throughout the period of the contract.<br />
B. The contractor will provide one hard hat each for the exclusive use of the Tenant and the Architect, to be kept<br />
in the temporary office at all times.<br />
1.11 PROJECT SIGN<br />
A. Fabricate and erect one project sign as shown on the drawings where instructed by the Architect within 30 days<br />
of the start of construction.<br />
B. Contractor may erect one sign with the Construction Company’s Logo and information. Except as otherwise<br />
specifically instructed by the Owner or required by local ordinance, do not permit other signs or advertising on<br />
the job site.<br />
C. Remove from the premises within 3 days of the placement of the permanent Building Identification sign or<br />
upon instruction from the Architect.<br />
1.12 SWPPP - (Storm Water Protection Plan Proposal)<br />
A. Contractor must follow all EPA guidelines, and is responsible for filing a NOI, if one is required.<br />
1.13 Indoor Air Quality Management Plan<br />
A. Contractor must follow Sheet Metal and Air Conditioning Contractors (SMACNA) IAQ Guidelines for<br />
Occupied Buildings Under Constrction, 2 nd Edition 2007, ANSI/SMACNA 008-2008 (Chapter 3).<br />
1.14 Construction Waste Management<br />
A. Contractor must provide collection location for construction waste recycling including but not limited to<br />
material outlined in Section 01351 Construction Waste Management.<br />
END OF SECTION<br />
NAPA CENTURY CENTER XD 12<br />
#165582
PART 1 - GENERAL<br />
SECTION 01600<br />
MATERIAL AND EQUIPMENT<br />
1.01 DESCRIPTION<br />
A. Material and equipment incorporated into the Work:<br />
1. Conform to applicable specifications and standards.<br />
2. Comply with size, make, type and quality specified, or as specifically approved in writing by the Architect.<br />
3. Manufactured and Fabricated Products:<br />
a. Design, fabricate and assemble in accord with the best engineering and shop practices.<br />
b. Manufacture like parts of duplicate units to standard sizes and gages, to be interchangeable.<br />
c. Two or more items of the same kind shall be identical, by the same manufacturer.<br />
d. Products shall be suitable for service conditions.<br />
e. Equipment capacities, sizes and dimensions shown or specified shall be adhered to unless variations<br />
are specifically approved in writing.<br />
4. Do not use material or equipment for any purpose other than that for which it is designed or is specified.<br />
B. Related requirements Specified in Other Sections:<br />
1. Submittals: Section 01340.<br />
1.02 MANUFACTURER'S INSTRUCTIONS<br />
A. When Contract Documents require the installation of work in compliance with the manufacturer's printed<br />
instructions, obtain and distribute copies of such instructions to parties involved in the installation, including<br />
two copies to Architect.<br />
1. Maintain one set of complete instructions at the job site during installation and until completion.<br />
2. Handle, install, connect, clean, condition and adjust products in strict accord with such instructions and in<br />
conformity with specified requirements.<br />
B. Should job conditions or specified requirements conflict with manufacturer's instructions, consult with<br />
Architect for further instructions. Do not proceed with Work without clear instructions.<br />
C. Perform Work in accord with manufacturer's instructions. Do not omit any preparatory step or installation<br />
procedure unless specifically modified or exempted by Contract Documents.<br />
1.03 TRANSPORTATION AND HANDLING<br />
A. Arrange deliveries of Products in accord with construction schedules, coordinate to avoid conflict with work<br />
and conditions at the site.<br />
1. Deliver Products in undamaged condition, in manufacturer's original packaging or containers, with<br />
identifying labels intact and legible.<br />
2. Immediately on delivery, inspect shipments to assure compliance with requirements of Contract<br />
Documents and approved submittals, and that Products are properly protected and undamaged.<br />
B. Provide equipment and personnel to handle Products by methods to prevent soiling or damage to Products or<br />
packaging.<br />
1.04 STORAGE AND PROTECTION<br />
A. Store Products in accord with manufacturer's instructions, with seals and labels intact and legible.<br />
1. Store products subject to damage by the elements in weathertight enclosures.<br />
2. Maintain temperature and humidity within the ranges required by manufacturer's instructions.<br />
B. Exterior Storage.<br />
1. Store Fabricated products above the ground on blocking or skids, prevent soiling or staining. Cover<br />
products which are subject to deterioration with impervious sheet overings, provide adequate ventilation to<br />
avoid condensation.<br />
2. Store loose granular materials in a well-drained area on solid surfaces to prevent mixing with foreign<br />
matter.<br />
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C. Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of stored<br />
products to assure that Products are maintained under specified conditions, and free from damage or<br />
deterioration.<br />
D. Protection After Installation:<br />
1. Provide substantial coverings as necessary to protect installed products from damage from traffic and<br />
subsequent construction operations. Remove when no longer needed.<br />
1.05 SUBSTITUTIONS AND PRODUCT OPTION<br />
A. Products List.<br />
1. Within 30 days after Contract Date, submit to Architect a complete list of major products proposed to be<br />
used, with the name of the manufacturer and the installing subcontractor.<br />
B. Contractor's Options.<br />
1. For Products specified only by reference standard, select any product meeting that standard.<br />
2. For Products specified by naming several products or manufacturers, select any one of the products or<br />
manufacturers named which complies with the specifications.<br />
3. For products specified by naming one or more products or manufacturers and "or equal", Contractor must<br />
submit a request for substitution for any product or manufacturer not specifically named.<br />
4. For products specified by naming only one Product and manufacturer, there is no option.<br />
C. Substitutions.<br />
1. For a period of 30 days after Contract date, Architect will consider written requests from Contractor for<br />
substitution of Products.<br />
2. Submit a separate request for each product, supported with complete data, with drawings and samples as<br />
appropriate, including:<br />
a. Completed copy of Architect's Substitution Request Form.<br />
b. Comparison of the qualities of the proposed substitution with that specified.<br />
c. Changes required in other elements of the Work because of the substitution.<br />
d. Effect on the construction schedule.<br />
e. Cost data comparing the proposed substitution with the product specified.<br />
f. Any required license fees or royalties.<br />
g. Availability of maintenance service, and source of replacement materials.<br />
3. Architect shall be judge of the acceptability of the proposed substitution.<br />
D. Contractor's Representation:<br />
1. A request for a substitution constitutes a representation that Contractor:<br />
a. Has investigated the proposed product and determined that it is equal to or superior in all respects to<br />
that specified.<br />
b. Will provide the same warranties or bonds for the substitution as for the product specified.<br />
c. Will coordinate the installation of an accepted substitution into the Work, and make such other<br />
changes as may be required to make the Work complete in all respects.<br />
d. Waives all claims for additional cost, under his responsibility, which may subsequently become<br />
apparent.<br />
e. Will replace proposed product with specified product including labor should the proposed product fail<br />
within the first year after issuance of the Certificate of Substantial Completion. Contractor shall also<br />
be responsible for repair of consequential damage resulting from failure of proposed product.<br />
E. Architect will review requests for substitutions with reasonable promptness, and notify Contractor, in writing,<br />
of the decision to accept or reject the requested substitution.<br />
F. See Substitution Request Form following.<br />
END OF SECTION<br />
NAPA CENTURY CENTER XD 12<br />
#165582
Section 01600<br />
Page 3<br />
PROJECT: CENTURY XD12 – NAPA, CALIFORNIA #165582<br />
SUBSTITUTION REQUEST FORM<br />
Architect: Kip E. Daniel Architect cc:<br />
1807 Ross Ave., Ste. 500<br />
Dallas, TX 75201<br />
For your consideration in lieu of:<br />
Section # Paragraph Specified Product<br />
We hereby submit the following proposed substitution:<br />
Reason for proposed substitution:<br />
Product history: New Product 2-5 Years Old 5-10 Years Old More than 10 years old<br />
Manufacturer:<br />
Phone:<br />
Years in Business:<br />
Address:<br />
List at least three similar installations with the following information:<br />
1. Project<br />
2. Address<br />
3. Owner (Name, Address, Phone)<br />
4. Architect (Name, Address, Phone)<br />
5. Date Installed<br />
We have attached to this form:<br />
1. Technical Data for the specified product.<br />
2. Technical Data for the proposed substitution.<br />
3. Complete information on changes to Contract Documents required for the proper installation of the<br />
proposed substitution.<br />
Samples: ( are enclosed / will be furnished upon request.)<br />
List of other attachments:<br />
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Page 4<br />
We have reviewed the proposed substitution and note the following:<br />
1. Dimensions ( will / will not ) be affected (as shown on the attached drawings).<br />
2. The manufacturer's warranty for the proposed substitution ( is the same as / differs from) the specified<br />
product (as described in the attached literature).<br />
3. The Contract Time will be ( unchanged / increased by days / decreased by days) if the<br />
substitution is accepted ( by ).<br />
4. Other trades ( will / will not ) be affected (as indicated in the attached information).<br />
5. Maintenance, service and spare parts for the proposed substitution are available from:<br />
a.<br />
b.<br />
6. If the proposed substitution is accepted, we will execute a Change Order ( increasing / decreasing) the<br />
Contract Sum by : dollars ($ ) not<br />
including charges or credits for Contractor's Overhead and Profit identified in the Owner-Contractor<br />
Agreement.<br />
By this submission we certify that:<br />
1. We have reviewed, and agree to, the provisions of section 01600 of the specifications.<br />
2. The proposed substitution has been fully reviewed and determined to be equal or superior to the product<br />
specified.<br />
3. The cost data stated above is complete. Claims for additional costs related to the substitution which may<br />
subsequently become apparent will be waived.<br />
4. Dimensions and clearances for all affected work will not change other than as noted above.<br />
5. Coordination, installation, and changes in the work as necessary for accepted substitution will be complete<br />
in all respects.<br />
6. If the product is accepted for substitution and installed, the Contractor hereby agrees that should the<br />
product fail within one year of Owner's occupancy of the building, the substituted product will be removed<br />
and replaced with the product originally specified, at no cost to the owner.<br />
Signature:<br />
Contractor's Name, Address and Phone:<br />
ARCHITECT'S REVIEW AND ACTION<br />
Substitution approved - Make submittals in accordance with Section 01340<br />
Substitution approved as noted- Make submittals in accordance with Section 01340<br />
Substitution rejected - Use specified materials<br />
Substitution Request received too late - Use specified materials<br />
Substitution Request incomplete - Resubmit with all requested information.<br />
Signed by:<br />
Date:<br />
END OF SUBSTITUTION REQUEST FORM<br />
NAPA CENTURY CENTER XD 12<br />
#165582
PART 1 - GENERAL<br />
1.01 REQUIREMENTS INCLUDED<br />
A. Administrative provisions for Substantial Completion and for final acceptance.<br />
1.02 RELATED REQUIREMENTS<br />
A. Section 01010 - Summary of Work: Owner occupancy.<br />
B. Section 01710 - Final Cleaning.<br />
C. Section 01720 - Project Record Documents<br />
D. Section 01730 - Operation and Maintenance Data<br />
E. Section 01740 - Warranties and Bonds<br />
F. Section 01750 - Spare Parts and Maintenance Materials<br />
G. Appendix C – LEED Checklist<br />
SECTION 01701<br />
CONTRACT CLOSEOUT PROCEDURES<br />
1.03 SUBSTANTIAL COMPLETION<br />
A. When Contractor considers Work or designated portion of Work is substantially complete, he should submit<br />
written notice with a list of items to be completed or corrected.<br />
B. Should Architect inspection find Work is not substantially complete, he will promptly notify Contractor in<br />
writing, listing observed deficiencies not listed by Contractor.<br />
C. Contractor shall remedy deficiencies and send a second written notice of substantial completion.<br />
D. When Architect finds Work is substantially complete he will prepare a Certificate of Substantial Completion in<br />
accordance with provisions of the General Conditions.<br />
E. Before delivery of Project or designated portion of Project to Owner, Contractor shall:<br />
1. Coordinate Owner and Tenant supplied materials and work and complete all work in his Contract<br />
necessary to obtain certificate of occupancy.<br />
2. Perform final cleaning in accordance with Section 01710. Owner will occupy Project under provisions<br />
stated in Certificate of Substantial Completion.<br />
1.04 FINAL COMPLETION<br />
A. When Contractor considers Work is complete, submit written certification:<br />
1. Contract Documents have been reviewed.<br />
2. Work has been inspected for compliance with Contract Documents.<br />
3. Work has been completed in accordance with Contract Documents, and deficiencies listed with Certificate<br />
of Substantial Completion have been corrected.<br />
4. Equipment and systems have been tested, adjusted, and balanced and are fully operational.<br />
5. Operation of systems has been demonstrated to Owner's personnel.<br />
6. Work is complete and ready for final inspection.<br />
B. Should Architect inspection find Work incomplete, he will promptly notify Contractor in writing listing<br />
observed deficiencies.<br />
C. Contractor shall remedy deficiencies and send a second certification of final completion.<br />
D. When Architect finds work is complete, he will consider closeout submittals.<br />
1.05 CLOSEOUT SUBMITTALS<br />
A. Evidence of Compliance with Requirements of Governing Authorities:<br />
1. Certificate of Occupancy.<br />
2. Certificates of Inspections required mechanical and electrical systems.<br />
B. Project Record Documents: Under provisions of Section 01720.<br />
C. Operation and Maintenance Data: Under provisions of Section 01730.<br />
D. Warranties and Bonds: Under provisions of Section 01740.<br />
E. Spare Parts and Maintenance Materials: Under provisions of Section 01750.<br />
F. Keys and Keying Schedule: Under provisions of Section 08710.<br />
G. Evidence of Compliance with requirements of Appendix C – LEED Checklist.<br />
H. Evidence of Payment and Release of Liens: In accordance with Conditions of the Contract.<br />
I. Consent of Surety to Final Payment.<br />
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Page 2<br />
J. Certificates of Insurance for Products and Completed Operations: In accordance with Supplementary<br />
Conditions.<br />
K. IAQ Management Plan: As specified in Section 01352 – Indoor Air Quality (IAQ) Management.<br />
L. Product Data for filtration media: As specified in Section 01352 – Indoor Air Quality (IAQ) Management.<br />
M. Product Data for recycled content and regional materials<br />
N. MSDS Data: As specified in As specified in Section 01352 – Indoor Air Quality (IAQ) Management and<br />
Section 01340 – Submittals.<br />
O. Recycled Content Data: As specified in Section 01340 – Submittals<br />
P. Raw material acquisition and manufacture location - As specified in Section 01340 – Submittals<br />
Q. Chain-of-Custody Data: As specified in Section 01340 - Submittals<br />
R. Final Summary Of Solid Waste Disposal And Diversion: As specified in Section 01351 – Construction Waste<br />
Management.<br />
S. Erosion and sedimentation control plan including dated photographs illustrating BMPs through all phases of<br />
construction.<br />
1.06 STATEMENT OF ADJUSTMENT OF ACCOUNTS<br />
A. Submit final statement reflecting adjustments to Contract Sum indicating:<br />
1. Original Contract Sum.<br />
2. Previous Change Orders.<br />
3. Changes under Allowances.<br />
4. Deductions for Uncorrected Work.<br />
5. Deductions for liquidated damages.<br />
6. Other adjustments to Contract Sum.<br />
7. Total Contract Sum as adjusted.<br />
8. Previous Payments.<br />
9. Sum remaining due.<br />
B. Architect will issue a final Change Order reflecting approved adjustments to Contract Sum not previously<br />
made by change orders.<br />
1.07 APPLICATION FOR FINAL PAYMENT<br />
A. Submit application for final payment in accordance with provisions of Conditions of the Contract.<br />
END OF SECTION<br />
NAPA CENTURY CENTER XD 12<br />
#165582
PART 1 - GENERAL<br />
1.01 RELATED WORK<br />
A. Related Requirements Specified Elsewhere:<br />
1. Submittals: Section 01340<br />
1.02 MAINTENANCE OF DOCUMENTS<br />
A. Maintain at job site, one copy of:<br />
1. Contract Drawings<br />
2. Specifications<br />
3. Addenda<br />
4. Reviewed Shop Drawings<br />
5. Change Orders<br />
6. Other Modifications in Contract<br />
B. Store documents in approved location, apart from documents used for construction.<br />
C. Provide files and racks for storage of documents.<br />
D. Maintain documents in clean, dry legible condition.<br />
E. Do not use record documents for construction purposes.<br />
F. Make documents available at all times for inspection by Architect and Owner.<br />
1.03 MARKING DEVICES<br />
A. Provide colored pencil for all marking.<br />
SECTION 01720<br />
PROJECT RECORD DOCUMENTS<br />
1.04 RECORDING<br />
A. Label each document "PROJECT RECORD" in 2 in. high printed letters.<br />
B. Keep record documents current.<br />
C. Do not permanently conceal any work until required information has been recorded.<br />
D. Contract Drawings: Legibly mark to record actual construction:<br />
1. Depths of various elements of foundation in relation to first floor level.<br />
2. Horizontal and vertical location of underground utilities and appurtenances referenced to permanent<br />
surface improvements.<br />
3. Location of internal utilities and appurtenances concealed in construction referenced to visible and<br />
accessible features of structure.<br />
4. Field changes of dimension and detail.<br />
5. Changes made by Change Order or Field Order.<br />
6. Details not on original Contract Drawings.<br />
1.05 SUBMITTAL<br />
A. At completion of project, deliver record documents to Architect.<br />
B. Accompany submittal with transmittal letter, in duplicate, containing:<br />
1. Date<br />
2. Project title and number<br />
3. Contractor's name and address<br />
4. Certification that each document as submitted is complete and accurate.<br />
5. Signature of Contractor, or his authorized representative.<br />
END OF SECTION<br />
NAPA CENTURY CENTER XD 12<br />
#165582
PART 1 - GENERAL<br />
1.01 REQUIREMENTS INCLUDED<br />
A. Format and content of manuals.<br />
B. Instruction of Owner's personnel.<br />
C. Schedule of submittals.<br />
1.02 RELATED REQUIREMENTS<br />
A. Section 01340 - Submittals<br />
B. Section 01600 - Material and Equipment<br />
C. Section 01701 - Contract Closeout Procedures<br />
D. Section 01720 - Project Record Documents<br />
E. Section 01740 - Warranties and Bonds<br />
NAPA CENTURY CENTER XD 12<br />
#165582<br />
SECTION 01730<br />
OPERATION AND MAINTENANCE DATA<br />
1.03 QUALITY ASSURANCE<br />
A. Prepare instructions and data by personnel experienced in maintenance and operation of described products.<br />
1.04 FORMAT<br />
A. Prepare data in the form of an instructional manual.<br />
B. Binders: Commercial quality, 8-1/2" x 11" three ring binders with hardback, cleanable, plastic covers; 1"<br />
maximum ring size. When multiple binders are used, correlate data into related consistent groupings.<br />
C. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE<br />
INSTRUCTIONS; list title of Project (and separate building) identify subject matter of contents.<br />
D. Arrange contents by systems process flow under section numbers and sequence of Tables of Contents of this<br />
Project Manual.<br />
E. Provide tabbed fly leaf for each separate product and system, with typed description of product and major<br />
component parts of equipment.<br />
F. Text: Manufacturer's printed data, or typewritten data on 20 pound paper.<br />
G. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text<br />
pages.<br />
1.05 CONTENTS, EACH VOLUME<br />
A. Table of Contents: Provide title of Project; names, addresses, and telephone numbers of Architect/Engineer<br />
and Contractor with name of responsible parties; schedule of products and systems, indexed to content of the<br />
volume.<br />
B. For Each Product or System: List names, addresses and telephone numbers of subcontractors and suppliers,<br />
including local source of supplies and replacement parts.<br />
C. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable<br />
to installation; delete inapplicable information.<br />
D. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to<br />
show control and flow diagrams. Do not use Project Record Documents as maintenance drawings.<br />
E. Typed Text: As required to supplement product data.<br />
F. Warranties and Bonds: Bind in copy of each.<br />
1.06 MANUAL FOR MATERIALS AND FINISHES<br />
A. Building Products, Applied Materials, and Finishes: Include product data, with catalog number, size,<br />
composition, and color and texture designations. Provide information for reordering custom manufactured<br />
products.<br />
B. Instructions for Care and Maintenance: Include manufacturer's recommendations for cleaning agents and<br />
methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and<br />
maintenance.<br />
C. Moisture-protection and Weather-exposed Products: Include product data listing applicable reference<br />
standards, chemical composition, and details of installation. Provide recommendations for inspections,<br />
maintenance, and repair.<br />
D. Additional Requirements: As specified in individual Specifications sections.<br />
E. Provide a listing in Table of Contents for design data, with tabbed fly sheet and space for insertion of data.
Section 01730<br />
Page 2<br />
1.07 MANUAL FOR EQUIPMENT AND SYSTEMS<br />
A. Each Item of Equipment and Each System: Include description of unit or system, and component parts. Give<br />
function, normal operating characteristics, and limiting conditions. Include performance curves, with<br />
engineering data and tests, and complete nomenclature and commercial number of replaceable parts.<br />
B. Panelboard Circuit Directories: Provide electrical service characteristics, controls, and communications.<br />
C. Include as-installed color coded wiring diagrams.<br />
D. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences.<br />
Include regulation, control, stopping, shut-down, and emergency instructions. Include summer, winter, and any<br />
special operating instructions.<br />
E. Maintenance Requirements: Include routing procedures and guide for trouble-shooting; disassembly, repair,<br />
and reassembly instructions; and alignment, adjusting, balancing, and checking instructions.<br />
F. Provide servicing and lubrication schedule, and list of lubricants required.<br />
G. Include manufacturer's printed operation and maintenance instructions.<br />
H. Include sequence of operation by controls manufacturer.<br />
I. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for<br />
maintenance.<br />
J. Provide as-installed control diagrams by controls manufacturer.<br />
K. Provide Contractor's coordination drawings, with as-installed color coded piping diagrams.<br />
L. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control<br />
diagrams.<br />
M. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained<br />
in storage.<br />
N. Provide a listing in Table of Contents for design data, with tabbed fly sheet and space for insertion of data.<br />
1.08 INSTRUCTION OF OWNER PERSONNEL<br />
A. Before final inspection, instruct Owner's and Tenant's designated personnel in operation, adjustment, and<br />
maintenance of products, equipment, and systems, at agreed upon times. For equipment requiring seasonal<br />
operation, perform instructions for other seasons within six months.<br />
B. Use operation and maintenance manuals as basis of instruction. Review contents of manual with personnel in<br />
detail to explain all aspects of operation and maintenance.<br />
C. Prepare and insert additional data in Operation and Maintenance Manual when need for such data becomes<br />
apparent during instruction.<br />
1.09 SUBMITTALS<br />
A. For equipment, or component parts of equipment put into service during construction and operated by Owner<br />
or Tenant, submit documents within ten days after acceptance.<br />
B. Submit one copy of completed volumes in final form 15 days prior to final inspection. Copy will be returned<br />
(after final inspection), with Architect/Engineer comments. Revise content of document as required prior to<br />
final submittal.<br />
C. Submit two copies of revised volumes of data in final form within ten days after final inspection.<br />
D. Coordinate O&M manual and training documentation with Owner’s Commissioing Agent.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 01740<br />
WARRANTIES AND BONDS<br />
1.01 GENERAL<br />
A. Compile specified warranties and bonds.<br />
B. Compile specified service and maintenance contracts.<br />
C. Co-execute submittals when so specified.<br />
D. Review submittals to verify compliance with Contract Documents.<br />
E. Submit to Architect for review and transmittal to Owner.<br />
F. Related requirements in other parts of the Project Manual:<br />
1. General Warranty of Construction: Conditions of the Contract.<br />
G. Related Requirements Specified in other sections:<br />
1. Warranties and bonds required for specific products: each respective section of the Specifications listed<br />
below.<br />
2. Provisions of warranties and bonds, duration: The respective section of specifications which specifies<br />
product.<br />
1.02 SUBMITTAL REQUIREMENTS<br />
A. Assemble warranties, bonds and service and maintenance contracts, executed by each of the respective<br />
manufacturers, suppliers and sub-contractors.<br />
B. Number of original signed copies required: Two each.<br />
C. Table of Contents: neatly typed, in orderly sequence. Provide complete information on each item.<br />
1. Product or work item.<br />
2. Firm, with name of principal, address and telephone number.<br />
3. Scope.<br />
4. Date of beginning of warranty, bond or service and maintenance contract.<br />
5. Duration of warranty, bond or service maintenance contract.<br />
6. Provide information for Owner's Personnel:<br />
a. Proper procedures in case of failure.<br />
b. Instances which might affect the validity of warranty or bond.<br />
7. Contractor, name of responsible principal, address and telephone number.<br />
1.03 FORM OF SUBMITTALS<br />
A. Prepare in duplicate packets.<br />
B. Format:<br />
1. Size 8 1/2" x 11" punched sheets for three ring binders.<br />
a. Fold larger sheets to fit into binders.<br />
2. Cover: Identify each packet with typed or printed title "WARRANTIES AND BONDS". List:<br />
a. Title of project Section 01740<br />
b. Name of Contractor<br />
C. Binders: Commercial quality, three ring, with durable and cleanable plastic covers.<br />
1.04 TIME OF SUBMITTALS<br />
A. For equipment or components parts of equipment put into service during progress of construction, submit<br />
documents within ten days after inspection and acceptance.<br />
B. Other wise, make submittals within ten days after Date of Substantial completion, prior to final request for<br />
payment.<br />
C. For items or work where acceptance is delayed materially beyond the Date of Substantial Completion, provide<br />
updated submittal within ten days after acceptance, listing the date of acceptance as the start of the warranty<br />
period.<br />
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1.05 SUBMITTALS REQUIRED<br />
A. Submit warranties, bonds, service and maintenance contracts as specified in the respective sections of<br />
Specifications; including but not limited to:<br />
1. Section 07110 Membrane Waterproofing<br />
2. Section 07535 Membrane Roofing<br />
3. Section 07620 Sheet Metal Siding, Flashing and Trim<br />
4. Section 07650 Flexible Flashings<br />
5. Section 07910 Sealants and Caulking<br />
6. Section 08100 Metal Doors and Frames<br />
7. Section 08212 Plastic Faced and Flush Wood Doors<br />
8. Section 08410 Aluminum Entrances and Storefronts<br />
9. Section 08625 Translucent Wall Systems<br />
10. Section 08810 Glass and Glazing<br />
11. Section 08920 Glazed Aluminum Curtainwall<br />
12. Section 09220 Lath and Portland Cement Plaster<br />
13. Section 09650 Resilient Flooring and Base<br />
14. Section 09800 Special Coatings<br />
15. Section 09950 Wallcoverings<br />
16. Section 10150 Toilet Partitions<br />
17. Section 11201 Rainwater Harvesting<br />
18. Section 11202 Water Reuse<br />
19. Section 12484 Foot Grid Entrance Systems<br />
20. Section 12494 Roller Shades<br />
21. Section 13600 PV Electrical Power Equipment<br />
22. Section 14240 Hydraulic Elevators<br />
23. Division 15 HVAC Units<br />
24. Division 16 Electrical Equipment<br />
Section 01740<br />
Page 2<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
1.01 REQUIREMENTS INCLUDED<br />
A. Products required.<br />
B. Storage and delivery of products.<br />
1.02 RELATED REQUIREMENTS<br />
A. Section 01600 - Materials and Equipment<br />
B. Section 01701 - Contract Closeout Procedures<br />
C. Section 01730 - Operation and Maintenance Data<br />
SECTION 01750<br />
SPARE PARTS AND MAINTENANCE MATERIALS<br />
1.03 PRODUCTS REQUIRED<br />
A. Provide, to the Tenant, quantities of products, spare parts, maintenance tools, and maintenance materials<br />
specified in the individual sections, in addition to that required for completion of Work.<br />
B. Products: Identical to those installed in the Work. Include quantities in original purchase from supplier<br />
manufacturer to avoid variations in manufacturer.<br />
1.04 STORAGE, MAINTENANCE<br />
A. Store products with products to be installed in the Work, under provisions of Section 01600.<br />
B. After delivery of products to site, maintain spare products in same space and condition as products to be<br />
installed in the work.<br />
C. When adequate, secure storage facilities are available at site, capable of maintaining conditions required for<br />
storage and not required for Contract work or storage (or for Tenant's needs), spare products may be stored in<br />
available space.<br />
D. Maintain spare products in original containers with labels intact and legible, until delivery to Tenant.<br />
1.05 DELIVERY<br />
A. Coordinate with Tenant’s Project Manager: Deliver and unload spare products to Tenant at Project site and<br />
obtain receipt prior to final payment. Tenant will handle and store products.<br />
B. For portions of Project accepted and occupied by Tenant prior to Substantial Completion, deliver a<br />
proportional part of spare products to Tenant; obtain receipt.<br />
END OF SECTION<br />
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Section 01810<br />
Page 1<br />
SECTION 01810<br />
GENERAL COMMISSIONING REQUIREMENTS<br />
PART 1 - GENERAL<br />
1.01 RELATED DOCUMENTS<br />
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions<br />
and other Division 1 Specification Sections, apply to this section.<br />
B. OPR and BoD documentation are included by reference for information only.<br />
1.02 SUMMARY<br />
A. Section includes general requirements that apply to implementation of commissioning without regard to<br />
specific systems, assemblies or components.<br />
B. Commissioned Systems:<br />
1. Heating, ventilating, air conditioning and refrigeration (HVAC&R) systems (mechanical and<br />
passive) and associated controls.<br />
2. Lighting and daylighting systems.<br />
3. Domestic hot water systems.<br />
4. Renewable energy systems.<br />
5. Building envelope.<br />
C. Related Sections:<br />
1. Division 1 – “Building Envelope Commissioning”<br />
2. Division 15 – “Mechanical Systems Commissioning”<br />
3. Division 16 – “Electrical Systems Commissioning”<br />
1.03 DEFINITIONS<br />
A. BoD: Basis of Design: A document that records concepts, calculations, decision and product selections<br />
used to meet the OPR and to satisfy applicable regulatory requirements, standards and guidelines. The<br />
document includes both narrative descriptions and lists of individual items that support the design process.<br />
B. Commissioning Plan: A document that outlines the organization, schedule, allocation of resources and<br />
documentation requirements of the commissioning process.<br />
C. CxA: Commissioning Authority<br />
D. OPR: Owner’s Project Requirements. A document that details the functional requirements of a project<br />
and the expectations of how it will be used and operated. These include Project goals, measurable<br />
performance criteria, cost considerations, benchmarks, success criteria and supporting information.<br />
E. Systems, Subsystems, Equipment and Components: Where these terms are sued together or separately,<br />
they shall mean “as-built” systems, subsystems, equipment and components.<br />
1.04 COMMISSIONING TEAM<br />
A. Members Appointed by Contractor: Individuals, each having the authority to act on behalf of the entity<br />
he or she represents, explicitly organized to implement the commissioning process through coordinated<br />
action. The commissioning team shall consist of, but not be limited to, representatives of Contractor,<br />
including Project superintendent and subcontractors, installers, suppliers and specialists deemed appropriate<br />
by the CxA.<br />
B. Members Appointed by Owner:<br />
1. CxA: The designated person, company, or entity that plans, schedules and coordinates the<br />
commissioning team to implement the commissioning process. Owner will engage the CxA under a<br />
separate contract.<br />
2. Representatives of the facility user and operation and maintenance personnel.<br />
3. Architect and engineering design professionals.<br />
1.05 OWNER’S RESPONSIBILITIES<br />
A. Provide the OPR documentation to the CxA and Contractor for information and use.<br />
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B. Assign operation and maintenance personnel and schedule them to participate in commissioning team<br />
activities.<br />
C. Provide the BoD documentation, prepared by Architect and approved by Owner, to the CxA and<br />
Contractor for use in developing the commissioning plan, systems manual and operation and maintenance<br />
training plan.<br />
1.06 CONTRACTOR’S RESPONSIBILITIES<br />
A. Contractor shall assign representatives with expertise and authority to act on its behalf and shall schedule<br />
them to participate in and perform commissioning process activities including, but not limited to, the<br />
following:<br />
1. Evaluate performance deficiencies identified in test reports and, in collaboration with entity<br />
responsible for system and equipment installation, recommend corrective action.<br />
2. Cooperate with the CxA for resolution of issues recorded in the Issues Log.<br />
3. Attend commissioning team meetings held on a monthly basis or as required by the CxA.<br />
4. Integrate and coordinate commissioning process activities with construction schedule.<br />
5. Create construction checklists (equipment start-up) and submit to the CxA for review, comment.<br />
Contractor is to document and sign each piece of equipment as start-up of equipment is performed.<br />
6. Complete paper as well as electronic checklists as Work is completed and provide to the<br />
Commissioning Authority on a two week basis.<br />
7. Review and accept commissioning process test procedures (functional testing) provided by the<br />
Commissioning Authority.<br />
8. Complete commissioning process test procedures.<br />
1.07 CXA’S RESPONSIBILITIES<br />
A. Organize and lead the commissioning team.<br />
B. Provide commissioning plan.<br />
C. Review OPR & BoD.<br />
D. Convene commissioning team meetings.<br />
E. Provide project specific commissioning process test procedures. Contractor to submit start-up checklists<br />
and manufacturer’s start-up documents and assist in the creation of all test procedures.<br />
F. Verify the execution of commissioning process activities using random sampling. The sampling rate may<br />
vary from 1 to 100 percent. Verification will include, but is not limited to, equipment submittals,<br />
construction checklists, training, operating and maintenance data, tests and test reports to verify compliance<br />
with the OPR. When a random sample does not meet the requirement, the CxA will report the failure in the<br />
Issues Log.<br />
G. Prepare and maintain the Issues Log.<br />
H. Witness systems, assemblies, equipment and random component startup.<br />
I. Compile test data (with contractor assistance), commissioning inspection reports and include them in the<br />
Cx Report.<br />
END OF SECTION<br />
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Section 01811<br />
Page 1<br />
SECTION 01811<br />
BUILDING ENVELOPE COMMISSIONING<br />
PART 1<br />
GENERAL<br />
1.1 RELATED DOCUMENTS<br />
A. This section is only a portion of the Contract Documents. All of the Contract Documents,<br />
including Conditions of the Contract and Division 01 General Requirements, apply to this section.<br />
Refer to Divisions 03 through 14 for requirements specific to each Section.<br />
B. Owner’s Project Requirements (OPR) and Basis of Design (BOD) documentation are included<br />
for information only.<br />
1.2 SUMMARY<br />
This Section includes building envelope commissioning procedures, including substructure, superstructure,<br />
exterior enclosure, and roofing construction that protects climate controlled interior space from unconditioned<br />
spaces and the exterior environment.<br />
A. Commissioning<br />
1. A systematic process of ensuring that all building enclosure systems perform interactively<br />
according to the Architect’s BOD and the OPR. This is to be achieved through actual<br />
verification of systems performance during the construction period.<br />
2. The commissioning process does not take away from, or reduce the responsibility of, the<br />
General Contractor and installing subcontractors to provide a finished and fully functioning<br />
product.<br />
3. Whole building commissioning includes both MEP commissioning agents and building<br />
enclosure commissioning agents. This specification only addresses building enclosure<br />
commissioning.<br />
B. Building Envelope/Enclosure Commissioning Service Procurement: The Owner shall or<br />
Mechanical Commissioning Agent shall retain a Building Envelope/Enclosure Commissioning Agent<br />
(BECA) for the Project to provide building enclosure coordination and to oversee the commissioning<br />
of all building enclosure components.<br />
C. Systems to be Commissioned: Sections of Work to be commissioned include, but are not<br />
limited to, the sections of the building that include materials and assemblies that are responsible for<br />
creating environmental separation. All performance values shall be as described within each<br />
individual section.<br />
1.3 COMMISSIONING TEAM MEMBERS<br />
A. Commissioning Team<br />
1. Owner (PM) and his/her consultants<br />
2. General Contractor (GC or Contractor)<br />
3. Designer and design engineers (particularly the Architect and Engineers – A/E)<br />
4. Building Envelope/Enclosure Commissioning Authority (BECA)<br />
5. Specialty subcontractors<br />
6. Building Enclosure Testing Agency (BETA)<br />
1.4 CONTRACTOR'S RESPONSIBILITIES<br />
A. Provide complete set of Coordination Drawings (see 1.9 Building Enclosure Coordination<br />
Drawings) showing the complete coordination and integration of all Work of commissioned systems to<br />
the BECA.<br />
B. Provide cut sheets and shop drawing submittals of commissioned systems to the BECA.<br />
C. Attend pre-construction, design, and construction phase building enclosure coordination<br />
meetings.<br />
D. Provide test data, letters of compatibility, and certificates to BECA.<br />
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E. Coordinate trades in accordance with the requirements in The General Conditions and General<br />
Requirements of the construction contract.<br />
F. Permit and provide access to locations of installed systems, subsystems, and components for<br />
testing and inspection.<br />
G. Review test procedures to ensure feasibility, safety and equipment protection and provide<br />
necessary written limits to be used during tests.<br />
H. Address current Designer and Owner punch list items before functional testing.<br />
I. Provide schedule and perform field quality control tests and inspections required by the Contract<br />
Documents and product manufacturers to BECA.<br />
1. Update schedule biweekly throughout the construction period.<br />
J. Provide field quality control testing and inspections on exterior enclosure construction (including<br />
filling out commissioning checklists) and submit reports to the BECA.<br />
K. Participate in testing/inspection procedures meetings.<br />
l. Correct deficiencies as interpreted by the BECA, Designer, and Owner.<br />
M. Reimburse Owner for non-compliant and/or failed tests and inspections as outlined in Divisions 01<br />
through 14.<br />
N. Address current BECA, Owner, and Designer punch list items.<br />
O. During construction, maintain as-built red line drawings for all drawings and final CAD as-builts.<br />
P. Coordinate with manufacturers to determine specific requirements to maintain the validity of the<br />
warranty.<br />
Q. Provide input for final commissioning documentation to the BECA.<br />
R. Submit operation and maintenance data for systems, subsystems, and components to the BECA.<br />
S. Participate in maintenance orientation, training, and inspection.<br />
1.5 DESIGNER RESPONSIBILITIES<br />
A. Provide paper and electronic copies of Project drawings and specifications to the BECA.<br />
B. Provide written responses to design review comments from the BECA or other parties as<br />
requested.<br />
C. Attend design, pre-construction, and construction phase coordination meetings.<br />
D. Participate in testing/inspection procedures meetings.<br />
E. Provide resolution for items for which the BECA and Contractor may be in disagreement.<br />
1.6 BUILDING ENVELOPE COMMISSIONING AUTHORITIES RESPONSIBILITIES<br />
The BECA shall begin Work in the Pre-Design or Design Phases and continue until all building enclosure<br />
systems have been accepted by both the Designer and the Owner. The specific tasks/responsibilities of the<br />
BECA include the following:<br />
A. Attend initial team meeting.<br />
B. Evaluate design concepts against OPR and Architect’s BOD.<br />
C. Incorporate commissioning requirements into the construction documents via a commissioning<br />
specification.<br />
D. Initial review of preliminary construction documents against OPR and BOD.<br />
E. Perform back check review of construction documents against OPR and BOD.<br />
F. Develop functional test plan for exterior enclosure.<br />
G. Develop quality control checklists.<br />
H. Review of Project drawings and specifications at 50%, and 100% completion for constructability,<br />
durability, and performance of exterior enclosure conformance.<br />
I. Review of pertinent building enclosure shop drawings/submittals for compliance with Contract<br />
Documents.<br />
J. Observe the construction and testing of mock-up(s).<br />
K. Document construction of commissioned components at the completion of mock-up testing.<br />
L. Design the exterior enclosure Commissioning Plan.<br />
M. Attend preconstruction conferences.<br />
N. Finalize Commissioning Plan.<br />
O. Attend pertinent progress meetings (as needed).<br />
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P. Perform field observations of exterior enclosure installations.<br />
Q. Maintain a log of deficient conditions.<br />
R. Observe functional field performance testing.<br />
S. Evaluate substitution requests for compliance with Contract Documents and for compatibility with<br />
Work of other subcontractors.<br />
T. Compile test data, inspection reports, and certificates and include them in the systems manual and<br />
commissioning process report.<br />
U. Resolve conflicts in the installation of materials and assemblies specific to the building enclosure<br />
trades.<br />
V. Finalize commissioning record with warranties and close-out documentation.<br />
W. Verify applicable training procedures of building maintenance personnel.<br />
1.7 BUILDING ENVELOPE TESTING AGENCY (BETA) RESPONSIBILITIES<br />
The building enclosure testing agency may be the same entity as the BECA or a separate agency that is hired by<br />
the Owner. The specific tasks/responsibilities of the BETA include the following:<br />
A. Develop testing forms for functional performance testing.<br />
1. Maintain the following records:<br />
a. Name of Inspector.<br />
b. Subcontractor.<br />
c. Manufacturer’s representative present.<br />
d. Type of product or assembly.<br />
e. Type of test and reporting.<br />
f. Retesting required.<br />
B. Perform functional testing as outlined in Commissioning Plan.<br />
C. Perform additional testing if failed test results occur.<br />
D. Submit test reports to the BECA.<br />
1.8 BUILDING ENVELOPE COORDINATION DRAWINGS<br />
A. Sequence of Coordination Drawings preparation shall be as follows:<br />
1. Coordination Drawings: The General Contractor shall be fully responsible for<br />
coordinating all trades, coordinating construction sequences and schedules, and<br />
coordinating the actual installed location and interface of all Work that impacts upon the<br />
building enclosure. Before materials are fabricated or the Work begun, the General<br />
Contractor shall supervise and direct the creation of one complete set of Coordination<br />
Drawings showing the complete coordination and integration of all Work of this Project<br />
relating to the thermal, drainage, air barrier, vapor barrier, and structural systems of the<br />
enclosure. Coordination Drawings are intended to assist the Contractor during<br />
construction and shall not be used for “shop drawings”, “record drawings”, or any other<br />
required submittal.<br />
a. Base Sheets: The General Contractor shall prepare and provide one accurately<br />
scaled set of building coordination drawing “base sheets” on reproducible<br />
transparencies showing all architectural and structural Work. Base sheets shall be at<br />
1/4-inch scale, except congested areas and sections through vertical shafts shall be at<br />
3/8-inch scale.<br />
b. Building Envelope Subcontractors: The General Contractor shall circulate the<br />
Coordination Drawings to other subcontractors and trades whose Work might<br />
conflict with other Work and require these subcontractors to accurately and neatly<br />
show the actual size and location of all their Work. These subcontractors shall note<br />
any apparent conflicts, suggest alternate solutions, and return the Coordination<br />
Drawings to the General Contractor.<br />
c. After each trade completes its drawings, a meeting will be held to resolve conflicts<br />
between the trades.<br />
1. Trades Coordination Drawings shall be prepared at not less<br />
than 1/4-inch scale, and electronic AutoCAD files of same.<br />
2. Trades Coordination Drawings shall be submitted to the<br />
Contractor for Designer’s review prior to starting any installations.<br />
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Section 01811<br />
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3. Items of impossibility or requests for variance shall be called<br />
to the Contractor’s attention for the Designer’s resolution.<br />
4. Contractor Review and Submission: The General Contractor<br />
shall carefully review, modify, and approve Coordination Drawings<br />
in cooperation with the subcontractors to assure that conflicts, if any,<br />
are resolved before Work in the field is begun and to ensure that the<br />
location of Work exposed to view is as indicated or as approved by<br />
the Designer and the Owner.<br />
1.10 FUNCTIONAL PERFORMANCE TESTING<br />
A. Objectives and Scope: The objective of functional performance testing is to demonstrate that each<br />
building enclosure/assembly system is operating according to the documented design intent of the<br />
Contract Documents and in accordance with the OPR. Functional testing facilitates bringing the<br />
material assembly from a state of substantial completion to full operation. Additionally, during<br />
the testing process, areas of non-compliant performance are identified and corrected, improving<br />
the operation and functioning of the building enclosure/assemblies.<br />
B. Development of Test Procedures: Before test procedures are written, the BECA shall obtain all<br />
requested documentation and a current list of change orders affecting building<br />
enclosure/assemblies. The BECA shall develop specific test procedures for each building<br />
enclosure/assembly and provide a written Commissioning Plan. Prior to execution, the BECA<br />
shall provide a copy of the test procedures to the subcontractor(s) who will review the tests for<br />
feasibility, building enclosure/assemblies warranty protection.<br />
1. The BECA shall oversee or perform Owner-contracted performance testing.<br />
2. The purpose of any given specific test is to verify and document compliance with the stated<br />
criteria of acceptance given on the Commissioning Plan.<br />
C. Test Methods<br />
1. Functional performance testing and verification will typically follow industry standards. The<br />
BECA will determine which method is most appropriate for tests and modify test methods<br />
when an existing industry method is not available or applicable.<br />
2. Simulated Conditions: Simulating conditions may be allowed at the direction of the BECA,<br />
though testing actual conditions is encouraged wherever practical.<br />
D. Coordination and Scheduling: The Contractors and their subcontractors shall provide sufficient<br />
notice to the BECA regarding their completion schedule for the functional checklists and<br />
construction of the assemblies or building enclosure systems. The BECA will schedule functional<br />
tests through the GC and affected subcontractors. All functional testing of all building enclosure<br />
assemblies or building enclosure systems shall be performed by the BECA or a qualified BETA.<br />
E. In general, functional testing is conducted after mock-up testing has been satisfactorily completed.<br />
F. Problem Solving: The BECA may recommend solutions to problems found; however, the burden<br />
of responsibility to solve, correct, and retest problems is with the GC, subcontractors and their<br />
sub-subcontractors, and A/E.<br />
G. Failed tests will typically result in additional testing of the failed specimen and an additional<br />
specimen at the cost of the GC. Test will be concluded only when satisfactory results are<br />
achieved.<br />
H. Non-conformance<br />
1. The BECA will record the results of the functional tests in a written report. All deficiencies<br />
or non-conformance issues shall be noted and reported.<br />
2. Corrections of minor deficiencies identified may be made during the tests at the discretion of<br />
the BECA. In such cases, the deficiency and resolution will be documented in the written<br />
report.<br />
3. If at any point frequent failures are occurring and testing is becoming more troubleshooting<br />
than verification, the BECA may stop the testing and require the responsible subcontractor to<br />
perform and document a checkout of the remaining units prior to continuing with functionally<br />
testing the remaining units.<br />
4. Every effort will be made to expedite the testing process and minimize unnecessary delays,<br />
while not compromising the integrity of the procedures; however, the BECA will not be<br />
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Section 01811<br />
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pressured into overlooking deficient Work or loosening acceptance criteria to satisfy<br />
scheduling or cost issues.<br />
5. As tests progress and a deficiency is identified, the BECA discusses the issue with the<br />
executing Contractor.<br />
a) When there is no dispute on the deficiency and the subcontractor accepts responsibility to<br />
correct it:<br />
1. The BECA documents the deficiency and the subcontractor’s response and<br />
intentions and they go onto another test.<br />
2. The BECA will coordinate the rescheduled test with the affected Contractor, and<br />
the test is repeated.<br />
b) If there is a dispute about a deficiency, regarding whether it is a deficiency or who is<br />
responsible:<br />
1. The deficiency shall be documented on the non-compliance form with the<br />
subcontractor’s response and a copy given to the Contractor and to the<br />
subcontractor’s representative assumed to be responsible.<br />
2. Resolutions are made at the lowest management level possible. Other parties are<br />
brought into the discussions as needed. Interpretive authority is with the A/E.<br />
Final acceptance authority is with the PM.<br />
3. The BECA documents the resolution process.<br />
4. Once the interpretation and resolution have been decided, the appropriate party<br />
corrects the deficiency, signs the statement of correction on the non-compliance<br />
form, and provides it to the BECA. The BECA reschedules the test (and any<br />
additional population to be tested) with the affected Contractors, and the test(s) are<br />
repeated until satisfactory performance is achieved.<br />
5. Any required retesting that is a result of deficient installation shall not be<br />
considered a justified reason for a claim of delay or for a time extension by the<br />
Contractor.<br />
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PART 1 - GENERAL<br />
SECTION 02200<br />
EARTHWORK<br />
1.01 SCOPE<br />
A. Provide Earthwork as indicated by the Contract Documents including the following:<br />
1. Layout of building lines.<br />
2. Grading for building pad preparation.<br />
3. Excavating for structures<br />
4. Trenching for utilities<br />
5. Filling, backfilling and compacting<br />
6. All work shall follow requirements listed in the geo-technical report included herein as Appendix A.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section<br />
include:<br />
1. Geotechnical Information – Appendix A<br />
2. Summary of Work - Section 01010<br />
3. Testing - Section 01410<br />
4. Structural Concrete - Section 03300<br />
1.02 STANDARDS<br />
A. Meet requirements and recommendations of applicable portions of Standards listed.<br />
1. American Society for Testing and Materials ASTM<br />
2. American Association of State Highway and Transportation Officials AASHTO<br />
1.03 PRECAUTIONS<br />
A. Cover holes and trenches when work is not in progress.<br />
B. Work shall be done by experienced operators trained to do this type of work.<br />
C. Avoid damage to underground utilities such as water mains, sanitary sewers, buried cables, etc. which might<br />
extend across or adjoin site.<br />
D. Take special precautions to avoid extending any operations onto adjacent property.<br />
E. If it is necessary to gain access to adjacent property, the Contractor shall be responsible for obtaining right of<br />
access from the adjacent property owners.<br />
F. If there is any damage to the adjacent property caused by these operations, the Contractor shall do all that is<br />
necessary to correct the damages to the adjacent property Owner's satisfaction.<br />
1.04 TESTING<br />
A. All testing of work included in this section will be done by an independent soils testing laboratory to be<br />
selected and paid for by the Contractor. Refer to Section 01410 - Testing Laboratory Services.<br />
B. All test results will be forwarded to the Architect, Structural Engineer, Civil Engineer, Owner, Tenant and<br />
Contractor as soon as practicable, and any work not complying with the Specifications shall be reworked or<br />
replaced until it does comply with specified requirements.<br />
1.05 LAYING OUT<br />
A. Engage a qualified surveyor approved by the Owner to locate the work.<br />
B. Locate bench marks, monuments, and other reference marks for elevation and location of buildings. Notify<br />
Architect of apparent discrepancies in indicated locations.<br />
C. Protect reference points from dislocation or damage. Replace or repair immediately any points damaged,<br />
destroyed or dislocated.<br />
D. Verify location of vertical and horizontal reference points, and verify that the existing grades are as indicated<br />
on the Drawings.<br />
E. Notify the Architect by letter if the existing grades are not as indicated. Any claims for extras for filling and<br />
cutting operations that are not brought to the attention of the Architect by this letter will not be considered and<br />
will have to be corrected at the Contractor's expense.<br />
F. Accurately locate buildings and building limit lines on site according to Contract Documents and coordinate<br />
this work with other contractors on the site.<br />
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G. Erect batter boards and set grade stakes securely to remain in place until corners and heights are permanently<br />
established.<br />
H. Denote areas allocated for storage of various materials. Coordinate the location of storage and working areas<br />
with others to avoid interference with subsequent operations.<br />
1.06 SUBMITTALS<br />
A. Local/Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
PART 2 - PRODUCTS<br />
2.01 MATERIALS<br />
A. Fill and backfill materials:<br />
1. Structrual fill material shall be select, free of sod, rubbish, construction debris, frozen soil, and any other<br />
deleterious materials.<br />
2. Fill material is subject to the approval of the construction Soil Engineer.<br />
3. Fill material shall not contain rocks or lumps over 6 inches in greatest dimension and not more than 15%<br />
larger than 2 ½”.<br />
4. On-site soils are acceptable for use as engineered fill when meeting the above requirements. On-site soils<br />
to be placed and compacted as noted below.<br />
5. Imported select fill to meet above requirements and the following; R-Value not less than 25, plasticity<br />
index not higher than 20, not more than 15% passing the No. 200 sieve.<br />
B. Vapor Barrier:<br />
1. Stego Wrap Vapor Barrier. Refer to section 03300.<br />
2.02 WEED KILLER<br />
A. Provide a dry, free-flowing, dust-free chemical compound, soluble in water, capable of inhibiting growth of<br />
vegetation, and approved for use on this work by governmental agencies having jurisdiction.<br />
PART 3 - EXECUTION<br />
3.01 GENERAL PREPARATION<br />
A. Obtain Owner's concurrence for proposed methods of operations and procedure prior to starting work.<br />
Execute work in manner to prevent damage, from any cause, to adjacent streets, buildings, utilities and similar<br />
properties. Full responsibility for repairs and replacement rests with Contractor. Extra payment will not be<br />
authorized for work that could have been foreseen by a careful examination of the site.<br />
B. Notify respective utility companies of any damage caused to active utilities and protect active utilities pending<br />
instruction for disposition.<br />
C. During geotechnical investigation borings, groundwater was encountered at elevations -6.0 to +11.0 feet.<br />
Grading near or below these levels and any utilities below these elevations could encounter groundwater and/or<br />
localized seepage zones. Mass grading and underground contractor to be made aware of these conditions so<br />
that appropriate dewatering methods can be employed.<br />
3.02 EXCAVATION<br />
A. Excavation consists of the removal and disposal of material encountered when establishing the required grade<br />
elevations under and adjacent to structures. In areas where deciduous trees are present, major root bulbs to be<br />
removed.<br />
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B. In areas where buildings are proposed the existing fill soils to be over-excavated to undisturbed native ground<br />
as observed and approved by the construction Soil Engineer. It is expected that excavations to elevations<br />
ranging from +1 to +5 feet should be expected resulting in over-excavation depths of 5 to 11 feet (not<br />
including existing stockpiles).<br />
C. Excavations to extend a minimum of 5 feet laterally beyond the building footprint and the area replaced with<br />
engineered fill as noted below.<br />
D. In other areas (non-building or parking lots), the upper 3 feet (minimum) of the subgrade to consist of<br />
engineered fill. Where over-excavation is required (north half of the site), the area should be excavated to a<br />
depth of 2 feet, the bottom 12 inches scarified and compacted in-place, and replaced with engineered fill. The<br />
south half of the site will require more than 3 feet of fill to achieve the design grades and over-excavation is<br />
not expected to be needed.<br />
E. The existing stockpiles which cover a portion of the site must be removed. After removal of existing<br />
stockpiles, the surface of the areas to be graded will require stripping to remove vegetation and/or other<br />
deleterious materials. It is estimated that stripping depths of about 1 to 2 inches may be necessary; however,<br />
the actual depth of stripping to be determined in the field by the construction Soil Engineer. Stripped material<br />
from the site may not be used as engineered fill, but may be stockpiled and used later for landscaping purposes.<br />
F. As part of this project, the roadway Hartle Court (old) is to be demolished. Road improvements (including<br />
curb/gutter/sidewalk) and any utilities which will not remain in service must be demolished and removed from<br />
the site. The exception is that the aggregate base, asphalt concrete and Portland cement concrete may be<br />
crushed and used on the site as general fill.<br />
G. Any conflicting utilities which run through the site must be abandoned and/or relocated.<br />
H. Satisfactory materials acceptable for filling and backfilling work may be temporarily stockpiled on site.<br />
I. Make excavations large enough to permit placing and removal of shoring, forms, and for inspection of the<br />
work.<br />
J. Excavation for Structures:<br />
1. Level bottoms of trenches reasonably level. Change elevation at right-angled steps with forms or<br />
bulkheads. Step trenches in 8-inch maximum depth and 24-inch minimum length increments.<br />
2. Fill excess depth in trench excavations with concrete. Form excess width in size, or fill with concrete.<br />
3. Surfaces of excavations shall be within one inch per foot and any excessive depth in excavations shall be<br />
filled with lean concrete.<br />
K. Remove all excess excavated material from the job site.<br />
3.03 BACKFILLING<br />
A. Backfilling includes filling and compaction beneath slabs and structural concrete; against and around concrete<br />
foundation walls after forms have been removed and foundation inspection completed.<br />
B. Native clay soil subgrade may be soft, wet and unstable making placement of fill with conventional<br />
earthmoving equipment difficult. A stabilization layer of fill maybe required at the bottom of the excavations.<br />
Stabilization layer to consist of Tensar BX1200 (or approved equivalent) geogrid overlain by an 18 inch thick<br />
layer of 6 inch minus crushed rock overlain by Mirafi 600x (or approved equivalent) geotextile followed by<br />
engineering fill placement. The requirement for stabilization and the method may be modified in the field by<br />
the construction Soil Engineer.<br />
C. Do not start backfilling operations until foundation drainage system and waterproofing have been reviewed and<br />
tested.<br />
D. After stripping and over-excavation of existing firm and loose fills, and prior to any additional fill placement,<br />
the upper 12 inches should be scarified, moisture conditioned as necessary and compacted to a minimum<br />
degree of relative compaction of 90% at 2 or more percent above optimum moisture content as determined by<br />
ASTM D1557 Laboratory Test Procedure. Mitigation of wet/unstable soils is discussed above.<br />
E. Just prior to placement of select fill, all traces of organic, loose or obviously compressible material must be<br />
removed.<br />
F. Ensure areas are free from debris, snow, ice and water, and that ground surfaces are not in frozen condition.<br />
G. Backfill areas to grades, contours, levels, and elevations indicated.<br />
H. Backfill systematically and as early as possible to allow maximum time for natural settlement and compaction.<br />
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I. Place engineered fill materials in loose lifts of 8 inches and uniformly compact. Use a method so as not to<br />
disturb or damage building drainage systems and waterproofing systems.<br />
J. Engineered fill to be compacted to a minimum relative compation of 90% at 2 or more percent above optimum<br />
moisture content as determined by ASTM D1557 Laboratory Test Procedure.<br />
K. Prior to compaction, each layer to be spread evenly and thoroughly blade mixed during the spreading to obtain<br />
uniformity of material in each layer. Fill to be brought to a water content that will permit proper compaction<br />
by either (a) aerating the material if it is too wet, or (b) spraying the material with water if it is too dry.<br />
Compaction to be performed by footed rollers or other types of approved compaction equipment and methods.<br />
Compaction equipment to be of such deisng that they will be able to compact the fill to specified density.<br />
Rolling of each layer to be continuous over its entire area and the equipment to make sufficient trips to ensure<br />
the required density has been obtained. No ponding or jetting is permitted. When footed rollers are used for<br />
compaction, the density and moisture tests shall be taken in the compacted material below the surface disturded<br />
by the roller.<br />
L. Where temporary unbalanced pressures are liable to develop on walls before floor slabs are placed, erect<br />
necessary shoring to counteract imbalance.<br />
M. At below grade concrete walls, a drainage filter blanket should be placed behind the wall. See geotechnical<br />
report for additional information regarding specifications for drainage filter blanket.<br />
N. Utility trenches extending underneath all traffic areas must be backfilled with native or approved import<br />
material and compacted to relative compaction of 90% to within 6 inches of the subgrade. The upper 6 inches<br />
to be compacted to 95% relative compaction in accordance with Laboratory Test Procedure ASTM D1557.<br />
Backfilling and compaction of utility trenches to meet the requirements set forth by the City of Napa,<br />
Department of Public Works. Utility trenches to be sealed with a compacted impervious cohesive soil material<br />
or lean concrete where the trench enters/exits the building perimeter. Impervious seal to extend a minimum of<br />
2 feet away from the building perimeter.<br />
3.04 GRADING<br />
A. General:<br />
1. Grade under slabs on fill to the elevations shown on the Drawings.<br />
2. Soft and unstable materials which will not readily compact when rolled or tamped shall be removed and<br />
the resulting depression filled with stable material, rolled until firm.<br />
3. Fine grade to the elevations shown on the Drawings.<br />
4. At intermediate points for which finish grades are not indicated, the finish grade shall be of uniform level<br />
or slope between points for which elevations are given.<br />
5. Any abrupt changes in level shall be rounded.<br />
6. Finish points shall slope away from buildings in all directions to assure positive drainage.<br />
7. General grading shall be done with a road or motor grader in such a manner as to result in a generally<br />
smooth surface free of rocks, trash, and other debris required to be removed from the site.<br />
B. Grading outside building lines:<br />
1. Grade areas adjacent to buildings to achieve drainage away from the structures, and to prevent ponding.<br />
2. Finish the surfaces to be free from irregular surface changes and shape the surface of areas under walks to<br />
line grade and cross-section, with finished surface not more than 0.10 ft. above or below the required<br />
subgrade elevation.<br />
C. Grading under building slab:<br />
1. All areas to receive slabs to be wetted to seal any desiccation or shrinkage cracks prior to placing the<br />
underslab components. This work to be done under the observation of the construction Soil Engineer.<br />
2. Grade areas under the building to allow for a 4” layer of ¾” Caltrans Class II aggregate base under the<br />
slabs on grade.<br />
3.05 WATER CONTROL<br />
A. Where subgrade or layer of soil material must be moisture-conditioned before compacting, uniformly apply<br />
water to surface of subgrade or layer of soil material to prevent free water appearing on surface during or<br />
subsequent to compacting operations.<br />
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B. Remove and replace, or scarify and air dry, soil material that is too wet to permit compacting to the specified<br />
density.<br />
C. Soil material that has been removed because it is too wet to permit compacting may be stockpiled or spread<br />
and allowed to dry. Assist drying by discing, harrowing, or pulverizing until moisture content is reduced to a<br />
satisfactory value as determined by moisture-density relation tests approved by the construction soil engineer.<br />
3.06 MAINTENANCE<br />
A. The contractor shall be required to maintain a stable-dewatered subgrade for the building foundation and other<br />
concerned areas during construction.<br />
B. Take necessary precautions to reduce subgrade disturbance including, but not limited to:<br />
1. Diverting storm run-off away from construction areas.<br />
2. Reducing traffic in sensitive areas.<br />
3. Minimizing the extent of exposed subgrade to weather.<br />
4. Backfilling footings as soon as practicable.<br />
5. Maintaining an effective dewatering program.<br />
C. Excess materials as may be obtained from excavations and earthwork operations shall become the property of<br />
the Contractor and shall be promptly removed from the site at the Contractor's expense.<br />
3.07 SURPLUS MATERIALS<br />
A. Remove excavated and excess materials from site. Legally dispose of off construction site.<br />
3.08 FIELD QUALITY CONTROL<br />
A. Testing of compacted fill materials will be performed by testing laboratory. Refer to Section 01410. Testing<br />
will be performed to least encumber performance or work.<br />
B. Coordinate provisions for and sequence of testing with testing laboratory. Notify testing laboratory and allow<br />
sufficient time to perform density tests.<br />
C. Testing laboratory will establish moisture density relationships of soils in accordance with ASTM D 698, D<br />
3017, or D 3017.<br />
D. Testing laboratory will perform in-place density test in accordance with ASTM D 1556, D 2167, D 2922, or<br />
other acceptable density tests.<br />
E. If, during progress or work, tests indicate that compacted materials do not meet specified requirements, remove<br />
defective work, replace and retest.<br />
F. Ensure compacted fills are tested before proceeding with placement of surface materials.<br />
END OF SECTION<br />
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#165582
SECTION 02362<br />
TERMITE CONTROL<br />
PART 1 GENERAL<br />
1.1 SUMMARY<br />
A. Related Documents: General and Supplementary Conditions of the Contract, Division 1 - General<br />
Requirements, and Drawings are applicable to this Section.<br />
B. Section Includes:<br />
1. Soil treatment below slabs-on-grade and at foundation perimeter for subterranean insects.<br />
1.2 QUALITY ASSURANCE<br />
A. Applicator: Company specializing in soil treatment for termite control with 5 years documented<br />
experience.<br />
B. Materials: Provide certification that toxicants conform to specified requirements.<br />
C. Material Packaging: Manufacturer's labels and seals identifying content.<br />
1.3 REGULATORY REQUIREMENTS<br />
A. Conform to applicable requirements of authorities having jurisdiction for application licensing and<br />
authority to use toxicant chemicals.<br />
1.4 SUBMITTALS<br />
A. Submit product data and manufacturer's installation instruction under provisions of Section 01340.<br />
B. Indicate toxicants to be used, composition by percentage, dilution schedule, and intended application<br />
rate.<br />
1.5 PROJECT RECORD DOCUMENTS<br />
A. Submit documents under provisions of Section 01720.<br />
B. Accurately record moisture content of soil before treatment, date and rate of application, areas of<br />
application, diary of meter readings and corresponding soil coverage.<br />
1.6 WARRANTY<br />
A. Provide 5 year warranty for material and installation under provisions of Section 01720.<br />
B. Warranty: Cover against invasion or propagation of subterranean termites, damage to building or<br />
building contents caused by termites, and repairs to building or building contents so caused.<br />
C. Inspect work annually and report in writing to Owner.<br />
D. Owner reserves right to renew warranty for an additional 5 years after the initial 5 year period.<br />
PART 2 PRODUCTS<br />
2.1 MATERIALS<br />
A. Toxicant Chemical: Water based emulsion, uniform composition, synthetic dye to permit visual<br />
identification of treated soil, of chemical element and concentrations as approved by authorities having<br />
jurisdiction.<br />
2.2 MIX DILUTION<br />
A. Dilute toxicant chemical as recommended by manufacturer.<br />
PART 3 EXECUTION<br />
3.1 INSPECTION/PREPARATION<br />
A. Verify the soil surfaces are unfrozen, sufficiently dry to absorb toxicant, ready to receive treatment.<br />
B. Beginning of application means acceptance of soil conditions.<br />
C. Notify Architect and Owner/PM at least 12 hours prior to beginning work.<br />
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3.2 APPLICATION<br />
A. Apply toxicant no more than 12 hours prior to installation of vapor barrier under slab-on-grade or<br />
finish grading outside foundation walls.<br />
B. Apply toxicant in accordance with manufacturer's instructions.<br />
C. Apply extra treatment to structure penetrations, pipe, ducts, expansion joints and other soil<br />
penetrations.<br />
D. Apply as a coarse spray to ensure uniform distribution.<br />
E. Coordinate soil treatment at foundation perimeter with finish grading and landscaping work to avoid<br />
disturbance of treated soil. Retreat disturbed treated soil.<br />
F. Do not apply soil treatment solution until excavating, filling and grading operations are completed,<br />
except as otherwise required in construction operations. To insure penetration, do not apply soil<br />
treatment to excessively wet soils or during inclement weather.<br />
G. Post signs in the areas of application, warning workers that soil poisoning has been applied. Remove<br />
signs when areas are covered by other construction.<br />
3.3 PRE-TREATMENT<br />
A. If inspection identifies the presence of termites, retreat soil and retest.<br />
B. Use same toxicant as for original treatment.<br />
END OF SECTION<br />
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#165582
SECTION 02351<br />
CONCRETE FOOTINGS<br />
PART 1 - GENERAL<br />
1.01. SUMMARY<br />
A. Section Includes:<br />
1. Excavating and cleaning.<br />
2. Placing concrete and reinforcing steel.<br />
3. Furnish templates and place anchor bolts and dowels.<br />
B. Products Installed, not Furnished Under This Section:<br />
1. Reinforcing Steel<br />
2. Structural Concrete<br />
1.02. SUBMITTALS<br />
A. Submit shop drawings of reinforcement, dowels and anchor bolts.<br />
B. Submit a log of footings installed indicating the following:<br />
1. Identification mark.<br />
2. Footing size.<br />
3. Top of footing elevation.<br />
4. Top of bearing strata elevation (if applicable).<br />
5. Bottom of footing elevation.<br />
6. Concrete quantity.<br />
7. Concrete fill placed under footing.<br />
PART 2 - PRODUCTS - Not applicable (see related sections)<br />
PART 3 - EXECUTION<br />
3.01. INSTALLATION<br />
A. Excavating:<br />
1. Excavate for footings of required size and depth (minimum).<br />
2. Excavate to required minimum depth below finish grade or finish floor, or to required bearing strata.<br />
3. Clean bottom of excavations of loose dirt, debris and loose material.<br />
4. Where soft material is encountered, excavate to firm bearing.<br />
5. Fill over-excavations with concrete.<br />
B. Tolerances:<br />
1. Maximum lateral variation off of centerlines: 2 inches<br />
2. Footing size: not smaller than required sizes<br />
3. Top elevation: plus one inch, minus 2 inches<br />
4. Bottom (bearing) surface: level to within one vertical to ten horizontal.<br />
5. Placement of anchor bolts: within 1/4 inch any direction<br />
C. Drainage and Pumping:<br />
1. Maintain bearing surface of footing excavations dry.<br />
2. Remove accumulated water and ice and excavate to firm, dry surface.<br />
D. Reinforcing and Anchor Bolts:<br />
1. Tie reinforcing securely into cages or mats.<br />
2. Support reinforcing above ground with special chairs or precast bolsters.<br />
3. Secure reinforcing and anchor bolts in place, prevent shifting during placement of concrete.<br />
4. Use templates to position anchor bolts accurately.<br />
E. Concreting:<br />
1. Do not place concrete into or through standing water or mud.<br />
2. Do not place concrete on frozen subgrade.<br />
3. Place concrete within 8 hours of excavating.<br />
4. Place concrete in one continuous operation for each footing.<br />
5. Consolidate concrete by vibrating.<br />
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3.02. FIELD QUALITY CONTROL<br />
A. Testing Laboratory Services:<br />
1. Identify bearing strata<br />
2. Inspect condition of bearing surface prior to placing concrete.<br />
3. Check sizes and quantity of reinforcing bars, tieing and securement.<br />
4. Monitor placement and consolidation of concrete.<br />
5. Maintain logs of footing installation to verify Contractor's log.<br />
3.03. CLEAN-UP<br />
A. Remove spoilage from footing excavations and legally dispose off site.<br />
END OF SECTION<br />
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SECTION 02810<br />
PLANTING IRRIGATION<br />
PART 1 - GENERAL<br />
1.1 SUMMARY<br />
A. This Section includes:<br />
1. Landscape irrigation systems.<br />
2. Irrigation controllers and accessories.<br />
B. Related Sections:<br />
1. 02900 - Planting<br />
1.2 DEFINITIONS<br />
A. Definitions pertaining to sustainable development: As defined in ASTM E2114 and as specified herein.<br />
B. Controllers, Climate-based: Weather-based irrigation controls that use real-time or historical weather<br />
information along with landscape parameters entered by the vendor to schedule or allow for irrigation<br />
when plants need water.<br />
C. Rain Sensors: A rain shut-off device designed to interrupt a scheduled cycle of an automatic irrigation<br />
system controller (i.e. timer) when a certain amount of rainfall has occurred.<br />
1.3 SUBMITTALS<br />
A. Product data. Unless otherwise indicated, submit the following for each type of product provided under<br />
work of this Section:<br />
1. Recycled Content:<br />
a. Indicate recycled content; indicate percentage of pre-consumer and post-consumer<br />
recycled content per unit of product.<br />
b. Indicate relative dollar value of recycled content product to total dollar value of<br />
product included in project.<br />
c. If recycled content product is part of an assembly, indicate the percentage of recycled<br />
content product in the assembly by weight.<br />
d. If recycled content product is part of an assembly, indicate relative dollar value of<br />
recycled content product to total dollar value of assembly.<br />
2. Local/Regional Materials:<br />
a. Sourcing location(s): Indicate location of extraction, harvesting, and recovery;<br />
indicate distance between extraction, harvesting, and recovery and the project site.<br />
b. Manufacturing location(s): Indicate location of manufacturing facility; indicate<br />
distance between manufacturing facility and the project site.<br />
c. Product Value: Indicate dollar value of product containing local/regional materials;<br />
include materials cost only.<br />
d. Product Component(s) Value: Where product components are sourced or<br />
manufactured in separate locations, provide location information for each component.<br />
Indicate the percentage by weight of each component per unit of product.<br />
3. Water efficiency:<br />
a. Indicate water consumption rates in gallons per day (gpd) per unit for the following:<br />
1) Irrigation Systems.<br />
b. Water Budget: Landsape Irrigation design and installation shall conform to State of<br />
Califronina water budget requirments as noted in AB 1881.<br />
B. Submit environmental data in accordance with Table 1 of ASTM E2129 for products provided under<br />
work of this Section.<br />
C. Submit evidence of installer certification as a WaterSense Certified Irrigation Contractor.<br />
1.4 QUALITY ASSURANCE<br />
A. Water flow and consumption rates:<br />
1. Water Budget: Provide irrigation system in accordance with approved water budget for<br />
landscape.<br />
a. Water schedule: Provide two irrigation watering schedules consistent with overall<br />
project Water Budget. One schedule shall address the initial establishment phase of<br />
the landscape and the second schedule shall be designed to address an established<br />
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landscape. Both schedules shall be seasonal in nature. Post both schedules on<br />
controller.<br />
2. Provide WaterSense labeled products for:<br />
a. Irrigation controls.<br />
B. Installer Qualifications: Engage an experienced Installer with minimum 3 years experience with work<br />
similar in material, design, and extent to that indicated for this Project and certified as a Certified Irrigation<br />
Contractor (CIC) through a WaterSense labeled program.<br />
C. Pre-Installation Meetings:<br />
1. Convene a pre-installation meeting minimum one week prior to commencing work of this<br />
Section.<br />
2. Require attendance of parties directly affecting Work of this Section.<br />
a. Coordinate with installation of planting materials.<br />
3. Review conditions of operations, procedures and coordination with related Work.<br />
4. Agenda:<br />
a. Tour, inspect, and discuss conditions of planting materials.<br />
b. Review planting schedule and maintenance.<br />
c. Review required inspections.<br />
d. Review environmental procedures.<br />
D. Post-Installation Audit: Conduct an audit of the irrigation system immediately after installation, after<br />
one year of operation, and three years thereafter by a WaterSense Irrigation Partner.<br />
1. Performance: Assess system performance; verify proper scheduling; identify deficiencies<br />
including deficiencies due to damage or modification of system, growth of landscape, or an<br />
aging system; identify opportunities to employ new technologies<br />
2. Review maintenance documentation.<br />
3. Leaks: Check for leaks during the post-installation audit.<br />
4. Runoff/overspray: Irrigation systems shall be designed to sustain the landscape without<br />
creating runoff or direct overspray during a minimum operating duration. Verify that there is no<br />
runoff or overspray during the post-installation audit. Determine the minimum operating<br />
duration based on landscape conditions and irrigation system design.<br />
5. Distribution uniformity: Irrigation systems shall achieve a lower quarter distribution<br />
uniformity (DULQ) of 70 % or greater. Measure distribution uniformity during the postinstallation<br />
audit.<br />
E. Operation and Maintenance Manuals Submittals:<br />
1. Instructions indicating procedures for routine operation and maintenance of the irrigation<br />
system, including controllers:<br />
a. During first year of plant establishment.<br />
b. During one typical year including variations of maintenance for climatic conditions<br />
throughout the year.<br />
1.4 MAINTENANCE<br />
A. Provide regular maintenance for minimum 90 days from date of Substantial Completion.<br />
1. Monitor system monthly to assess effectiveness. Verify water consumption is consistent with<br />
water budget. Verify components are adjusted and functioning properly. Verify that irrigation<br />
system pressure is within manufacturer specifications.<br />
2. Document all irrigation water use.<br />
3. Make and document minor adjustments, if any, as necessary.<br />
4. Provide recommendations for improvements to the system.<br />
PART 2 - PRODUCTS<br />
2.1 WATER<br />
A. Water: Potable.<br />
2.2 IRRIGATION SYSTEMS<br />
A. Micro-irrigation system: Equip with pressure regulators, filters, and flush end assemblies. Provide one<br />
of the following:<br />
1. Drip irrigation.<br />
2. Micro-spray jets<br />
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3. Micro-sprinklers.<br />
4. Bubbler-style watering system.<br />
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2.3 CONTROLLERS<br />
A. Irrigation systems shall be equipped with irrigation controllers that contain the following features:<br />
1. Multiple programming capabilities – shall be capable of storing a minimum of three different<br />
programs to allow for separate schedules.<br />
2. Multiple start times (cycling, cycle/soak, stackable start times) – shall be capable of a minimum<br />
of three different start times to allow for multiple irrigation cycles on the same zone for areas<br />
prone to runoff.<br />
3. Variable run times – shall be capable of varying run times, for example one minute to a<br />
minimum of one hour.<br />
4. Variable scheduling – shall be capable of interval scheduling (minimum of 14 days) to allow<br />
for watering on even day scheduling, odd day scheduling, calendar day scheduling, and interval<br />
scheduling.<br />
5. Percent adjust (water budget) feature – shall include a “Percent Up/Down Adjust” feature (or<br />
“Water Budget” feature) such as a button or dial that permits the user to increase or decrease<br />
the run-times or application rates for each zone by a prescribed percentage, by means of one<br />
adjustment without modifying the settings for that individual zone.<br />
6. Capability to accept external soil moisture and/or rain sensors.<br />
7. Non-volatile memory or self-charging battery circuit.<br />
8. Complete shutoff capability for total cessation of outdoor irrigation.<br />
B. Smart Water Application Technologies (SWAT): Provide controllers that comply with the most current<br />
definitions and testing protocols published by SWAT for:<br />
1. Controllers, Climate-based<br />
C. Rain Sensors: Equip irrigation systems with rain sensors.<br />
2.4 METERS<br />
A. Provide an irrigation meter to measure the amount of water applied to the landscape.<br />
PART 3 - EXECUTION<br />
3.1 PREPARATION<br />
3.2 FIELD QUALITY CONTROL<br />
A. Water: Coordinate with work specified in Section 01 57 19.13 (01354) – Environmental Management<br />
to provide water monitoring for surface and groundwater.<br />
1. Assess potential effects of soil management practices on soil loss in accordance with ASTM<br />
D6629. Assess erodibility of soil with dominant soil structure less than 7 to 8 cm in<br />
accordance with ASTM D5852.<br />
END OF SECTION<br />
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SECTION 02825<br />
STAINLESS STEEL CABLE PLANT SUPPORT SYSTEM<br />
PART 1 GENERAL<br />
1.01 SUMMARY<br />
A. Section Includes:<br />
1. Stainless Steel Wire Rope Assemblies<br />
2. Stainless Steel Fittings, Anchors, Hardware, and Accessories<br />
B. Related Sections:<br />
1. Division 32 Section “Plants”<br />
1.02 REFERENCES<br />
A. General: Standards listed by reference, including revisions by issuing authority, form a part of this<br />
specification section to extent indicated. Standards listed are identified by issuing authority, authority<br />
abbreviation, designation number, title or other designation established by issuing authority. Standards<br />
subsequently referenced herein are referred to by issuing authority abbreviation and standard designation.<br />
B. American Society for Testing and Material (ASTM International)<br />
1. ASTM A492 - Specification for Stainless Steel Rope Wire.<br />
2. ASTM A554 – Welded Stainless Steel Mechanical Tubing.<br />
3. ASTM A554 – Specification for Welded Stainless Steel Mechanical Tubing<br />
4. ASTM F1145 - Specification for Turnbuckles, Swaged, Welded, Forged.<br />
1.03 SYSTEM DESCRIPTION<br />
A. Performance Requirements: Provide Stainless Steel Cable Railing System and mounting hardware which<br />
have been manufactured and installed to meet or exceed manufacturer’s and project performance criteria.<br />
1.04 SUBMITTALS<br />
B. Submit submittals in accordance with Conditions of the Contract and Division 1 Submittal Procedures<br />
Section.<br />
C. Product Data: Submit Manufacturer’s product data sheet for specified products.<br />
1. Recycled Content:<br />
a. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled<br />
content per unit of product.<br />
b. Indicate relative dollar value of recycled content product to total dollar value of product<br />
included in project.<br />
c. If recycled content product is part of an assembly, indicate the percentage of recycled content<br />
product in the assembly by weight.<br />
d. If recycled content product is part of an assembly, indicate relative dollar value of recycled<br />
content product to total dollar value of assembly.<br />
2. Local/Regional Materials:<br />
a. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance<br />
between extraction, harvesting, and recovery and the project site.<br />
b. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance<br />
between manufacturing facility and the project site.<br />
c. Product Value: Indicate dollar value of product containing local/regional materials; include<br />
materials cost only.<br />
d. Product Component(s) Value: Where product components are sourced or manufactured in<br />
separate locations, provide location information for each component. Indicate the percentage<br />
by weight of each component per unit of product.<br />
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D. Shop Drawings: Show layout, sizes, dimensions, details, and installation of components. Include Details of<br />
rope attachment, tensioning methods, hardware, and tensioning and mounting methodology.<br />
E. Samples: Submit samples of rope and/or hardware.<br />
F. Closeout Submittals: Submit the Following:<br />
1. Warranty: Submit manufacturer’s standard warranty documents<br />
2. Maintenance Data: Include manufacturer’s standard cleaning and maintenance instructions to avoid<br />
detrimental actions to finishes and performance.<br />
1.05 QUALITY ASSURANCE<br />
A. Qualifications:<br />
1. Installer Qualifications: Installer should be experienced in performing work of this section and<br />
should have specialized in installation of work similar to that required for this project.<br />
2. Mock-Ups: Mock-Ups: Install at project site or appropriate location a job mock-up using acceptable<br />
products and manufacturer approved installation methods. Obtain Owner’s and Architect’s approval of<br />
product, application, and workmanship standards.<br />
3. Pre-Installation Meetings: Conduct with Contractor, Architect, Fabricator, Installer and any other<br />
subcontractors whose work involves cable railing system to verify project requirements, framing and<br />
support conditions, mounting surfaces, manufacturer's installation instructions, and warranty<br />
requirements. Comply with Division 1 requirements.<br />
1.06 WARRANTY<br />
A. Manufacturer’s Warranty: Submit, for Owner’s acceptance, manufacturer’s standard warranty document<br />
executed by authorized company official.<br />
PART 2 PRODUCTS<br />
2.01 STAINLESS STEEL CABLE PLANT SUPPORT SYSTEM<br />
A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that<br />
may be incorporated into the Work include, but are not limited to, the following:<br />
1. Carl Stahl-DécorCable Innovations LLC; I-SYS; Tel: 800-444-6271, E: sales@decorcable.com,<br />
Web: www.decorcable.com *<br />
2. Jakob Inc., Rope System Tel: 1-561-330-6502, E: info@jakob-usa.com, Web: www.jakob-usa.com<br />
3. Approved Equal.<br />
Asterisk (*) indicates manufacturer and product used as Basis of Design<br />
B. Stainless Steel Cable Plant Support System Products:<br />
1. Cable Rope: Product #820-0400 ASTM A492 Type 316 4mm Ø 4mm stainless steel 7x7 wire rope.<br />
2. Spacer Bar: Product #919-120-12 AISI 304, 316 or 316L stainless steel<br />
3. Clamp Screw for spacer: Product #923-0800 AISI 304, 316 or 316L stainless steel<br />
4. Cover Disk w/ internal threads: Product #836-1200-80 AISI 304, 361 or 316L stainless steel<br />
5. External Thread Swageless Connection: Product #826-0400-060 AISI 304, 361 or 316L stainless steel<br />
a) Provide optimum adjustment in both directions by calculating final tendon lengths with<br />
allowance for tensioning fittings with 2/3 open and with 1/3 of thread length engaged.<br />
6. Cross Clamp Adjustable: Product #858-0400-01 AISI 304, 361 or 316L stainless steel<br />
7. Rod for vine support: Product #922-0400 AISI 304, 361 or 316L stainless steel<br />
8. All Fittings, Anchors, Hardware, and Accessories: AISI 304, 316 or 316L stainless steel.<br />
C. Provide material with maximum amount of recycled content available.<br />
2.02 FITTINGS AND ACCESSORIES<br />
A. Accessories: Provide grommet, bushings, nuts, washers, turnbuckles, anchors, fittings and other<br />
components as required for system installation including but not limited to<br />
1. Rope End Fittings, Terminals, and Tensioners<br />
2. Support Components<br />
3. Clamps and Plant Supports<br />
4. Anchors and Hardware
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B. Provide material with maximum amount of recycled content available.<br />
2.03 FABRICATION<br />
2.04 FINISHES<br />
A. Stainless Steel Cables and Fittings shall be dimensioned and fabricated to specified size and labeled<br />
according to shop drawings and installer’s specifications.<br />
B. Preassemble items in shop to greatest extent practicable to minimize assembly at project site.<br />
Disassemble units only to extent necessary for shipping and handling limitations. Mark units for<br />
reassembly.<br />
A. Clean and/or descale cables and fittings in accordance with ASTM A380.<br />
B. Passivate in accord with ASTM B912, to provide the following finish: Exterior and Interior: 330 grain satin<br />
finish (equiv. to #4 satin finish).<br />
PART 3 EXECUTION<br />
3.01 MANUFACTURER’S INSTRUCTIONS<br />
A. Compliance: Comply with manufacturer’s product data, including product technical bulletins, product<br />
catalog installation instructions and product carton instructions for installation.<br />
3.02 EXAMINATION<br />
A. Site Verification of Conditions: Verify mounting condition of previously installed surfaces to ensure it is<br />
acceptable for product installation in accordance with manufacturer’s instructions. Do not begin installation<br />
until backup surfaces are in satisfactory condition.<br />
3.03 PREPARATION<br />
A. Supply items required to be cast into concrete or embedded in masonry with setting templates, to appropriate<br />
sections.<br />
B. Take field measurements after permanent end terminations are in place and prior to preparation of shop<br />
drawings and fabrication, to ensure fitting of work.<br />
3.04 INSTALLATION<br />
A. Install cable plant support system in accordance with manufacturer's instructions and the approved shop<br />
drawings.<br />
B. Provide anchorage devices and fittings to secure to in-place construction; including threaded fittings for<br />
concrete inserts, toggle bolts and through-bolts. Install all rope assemblies plumb, level, square, and taut.<br />
C. Anchor system to mounting surfaces as indicated on the drawings.<br />
D. Separate dissimilar materials with bushings, grommets or washers to prevent electrolytic corrosion.<br />
E. Use manufacturer’s supplied mounting hardware.<br />
F. Terminate and tension cable system in accordance with manufacturer’s instructions.<br />
G. Ensure ropes are clean, and without kinks or sags.<br />
H. After final adjustment provide tamper resistant locktight materials on all fittings.<br />
3.05 CLEANING<br />
A. Remove temporary coverings and protection of adjacent work areas.<br />
B. Clean installed products in accordance with manufacturer's instructions before owner's acceptance. Do not<br />
use chlorine-based or abrasive cleaners.<br />
C. Remove from project site and legally dispose of construction debris associated with this work.<br />
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3.06 PROTECTION<br />
A. Protection: Protect installed product from damage during subsequent construction activities.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 02810<br />
PLANTING<br />
1.1 SUMMARY<br />
A. This Section includes:<br />
1. Planting materials, including: trees, plants, shrubs, ground covers and grasses.<br />
2. Topsoil and soil amendments.<br />
3. Accessories.<br />
B. Related Sections:<br />
1. 02810 – Planting Irrigation.<br />
1.2 SUBMITTALS<br />
A. Product data. Unless otherwise indicated, submit the following for each type of product provided under<br />
work of this Section:<br />
1. Recycled Content:<br />
a. Indicate recycled content; indicate percentage of pre-consumer and post-consumer<br />
recycled content per unit of product.<br />
b. Indicate relative dollar value of recycled content product to total dollar value of<br />
product included in project.<br />
c. If recycled content product is part of an assembly, indicate the percentage of recycled<br />
content product in the assembly by weight.<br />
d. If recycled content product is part of an assembly, indicate relative dollar value of<br />
recycled content product to total dollar value of assembly.<br />
2. Local/Regional Materials:<br />
a. Sourcing location(s): Indicate location of extraction, harvesting, and recovery;<br />
indicate distance between extraction, harvesting, and recovery and the project site.<br />
b. Manufacturing location(s): Indicate location of manufacturing facility; indicate<br />
distance between manufacturing facility and the project site.<br />
c. Product Value: Indicate dollar value of product containing local/regional materials;<br />
include materials cost only.<br />
d. Product Component(s) Value: Where product components are sourced or<br />
manufactured in separate locations, provide location information for each component.<br />
Indicate the percentage by weight of each component per unit of product.<br />
3. Compost:<br />
a. Evidence of certification under the U.S. Composting Council (USCC) Seal of Testing<br />
Assurance (STA) Program.<br />
B. Planting schedule indicating anticipated dates and locations for each type of planting.<br />
C. Landscape Commissioning Submittals:<br />
1. Material Test Reports: For existing surface soil and imported topsoil.<br />
2. Plant list: Documenting soil, nutrients, amendments, and plants installed.<br />
E. Operation and Maintenance Manuals Submittals:<br />
1. Instructions indicating procedures during one typical year including variations of maintenance<br />
for climatic conditions throughout the year. Provide instructions and procedures including:<br />
a. Promotion of growth, including fertilizing, pruning, and mowing.<br />
b. Integrated pest management.<br />
2. Pictures of planting materials cross referenced to botanical and common names. Describe<br />
normal appearance in each season.<br />
1.3 QUALITY ASSURANCE<br />
A. Installer Qualifications: Engage an experienced Installer with minimum 3 years experience with<br />
landscaping work similar in material, design, and extent to that indicated for this Project and with a<br />
record of successful landscape establishment.<br />
B. Pre-Installation Meetings:<br />
1. Convene a pre-installation meeting minimum one week prior to commencing work of this<br />
Section.<br />
2. Require attendance of parties directly affecting Work of this Section.<br />
3. Review conditions of operations, procedures and coordination with related Work.<br />
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4. Agenda:<br />
a. Tour, inspect, and discuss conditions of planting materials.<br />
b. Review planting schedule and maintenance.<br />
c. Review required inspections.<br />
d. Review environmental procedures.<br />
C. Coordinate installation of planting materials during normal planting seasons for each type of plant<br />
material required.<br />
D. Label each tree and shrub with securely attached, waterproof tag bearing legible designation of botanical<br />
and common name. Do not remove tag unless approved in writing by Architect.<br />
E. Certification: Provide compost products that are certified to specified product parameters in accordance<br />
with the U.S. Composting Council (USCC) Seal of Testing Assurance (STA) Program.<br />
F. Landscape Commissioning:<br />
1. Topsoil Analysis: Furnish soil analysis by a qualified soil-testing laboratory stating<br />
percentages of organic matter; gradation of sand, silt, and clay content; cation exchange<br />
capacity; sodium absorption ratio’ deleterious material; pH; and mineral and plant-nutrient<br />
content of topsoil.<br />
a. Soil-Testing Laboratory Qualifications: An independent laboratory, recognized by the<br />
State Department of Agriculture, with the experience and capability to conduct the<br />
testing indicated and that specializes in types of tests to be performed.<br />
b. Perform the soil analysis within 10 calendar days of planting. If planting is delayed,<br />
re-perform tests.<br />
2. Material Test Reports: For existing surface soil and imported topsoil, report suitability of<br />
topsoil for plant growth. State recommended quantities of nitrogen, phosphorus, and potash<br />
nutrients and soil amendments to be added to produce satisfactory topsoil as appropriate to<br />
each plant type and location.<br />
3. Verify soil conditions are appropriate for plants indicated; provide recommended nutrients and<br />
amendments as necessary.<br />
4. Plant list: Submit list of plants in alphabetical order. Indicate type, size, location, and number<br />
of plants installed. Indicate the nutrients and amendments recommended form soil analysis and<br />
the nutrients and amendments provided.<br />
1.4 MAINTENANCE<br />
A. Minimum one year from date of Substantial Completion.<br />
B. Promotion of growth: Weed, water, and perform other operations necessary to promote growth and as<br />
approved by Architect and consistent with approved Integrated Pest Management Plan.<br />
1. Inspection: Inspect plants at least once a week and perform needed maintenance promptly.<br />
2. Herbicides and pesticides are not permitted; use organic/natural matter for pest and disease<br />
control.<br />
3. Remove noxious weeds common to the area from planting areas by mechanical means.<br />
C. Mowing of groundcover and grass areas:<br />
1. Wildflowers: Mow three times per season above height of the wildflowers (approximately 12<br />
to 15 inches).<br />
2. Native Grasses: Mow above height of native grass seedlings (approximately 3-1/2 to 4 inches).<br />
Mow during spring or early summer. Do not mow after early summer during the second<br />
growing season.<br />
D. Chemical controls:<br />
1. Wildflowers, groundcover, and grasses: Do not fertilize.<br />
2. Trees, plants, and shrubs: Fertilize exterior planting materials to promote healthy plant growth<br />
without encouraging excessive top foliar growth.<br />
E. At end of maintenance period, request End of Maintenance Period Inspection by landscape contractor.<br />
1. Final acceptance of wildflower and grass areas will be based upon a satisfactory stand of<br />
groundcover and grasses. Stand of groundcover and grass is 95 percent ground cover of<br />
established species. Replant areas which do not have a satisfactory stand of groundcover and<br />
grasses.<br />
2. Final acceptance of exterior plants will be based upon satisfactory health and growth of plants.<br />
3. Complete Operation and Maintenance Manuals submittals for planting materials.<br />
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F. When work is found to be unsatisfactory, maintenance period will be extended at no additional cost to<br />
Owner until work has been completed, inspected and accepted by Landscape Architect.<br />
1.5 WARRANTY<br />
A. Warranty: Warrant the following living planting materials for 90 days after date of Substantial<br />
Completion, against defects including death and unsatisfactory growth, except for defects resulting from<br />
lack of adequate maintenance, neglect, or abuse by Owner, abnormal weather conditions unusual for<br />
warranty period.<br />
1. Shrubs.<br />
2. Ground covers.<br />
3. Plants.<br />
4. Grasses.<br />
B. Warranty: Warrant the following living planting materials for on year after date of Substantial<br />
Completion, against defects including death and unsatisfactory growth, except for defects resulting from<br />
lack of adequate maintenance, neglect, or abuse by Owner, abnormal weather conditions unusual for<br />
warranty period.<br />
1. Trees.<br />
C. Remove and replace dead planting materials immediately unless required to plant in the succeeding<br />
planting season.<br />
D. Replace planting materials that are more than 25 percent dead or in an unhealthy condition at end of<br />
warranty period.<br />
PART 2 - PRODUCTS<br />
2.1 PLANTING MATERIALS<br />
A. As indicated on the Drawings and as follows:<br />
1. Renewable Resources: Plants specified are [indigenous,] [slow-growing,] low maintenance<br />
varieties, tolerant of site's existing soils and climate without supplemental irrigation or<br />
fertilization once established.<br />
2.2 MULCHES<br />
A. Free from noxious weeds, mold, or other deleterious materials.<br />
B. Organic Mulch Materials:<br />
1. Mulch from recycled site debris: Refer to plans and notes information<br />
2.3 TOPSOIL<br />
A. Topsoil: Evaluate soil for use as topsoil in accordance with ASTM D 5268.<br />
1. Reuse surface soil stockpiled on the site. Verify suitability of surface soil to produce topsoil<br />
meeting requirements and amend as necessary. Clean topsoil of roots, plants, sods, stones, clay<br />
lumps, and other extraneous materials harmful to plant growth. Coordinate with Section 31 1 0<br />
00 (02230) – Site Clearing.<br />
2. Supplement with imported topsoil when quantities of stockpiled soil are insufficient.<br />
3. Composted topsoil used for erosion control: As specified in Section 31 25 73 (02635) -<br />
Stormwater Management By Compost.<br />
2.4 WATER<br />
A. Water: Potable<br />
B. Irrigation Systems: Provide high efficiency irrigation systems as specified in Section 32 84 00 (02810)<br />
– Planting Irrigation.<br />
2.5 PESTICIDES AND HERBICIDES<br />
A. Pesticides: Not permitted.<br />
B. Herbicides: Not permitted.<br />
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2.6 SOIL CONDITIONERS<br />
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Page 4<br />
A. Soil Conditioners: Nontoxic. Use singly or in combinations required to meet requirements for topsoil.<br />
B. Compost: Well decomposed, stable, weed free organic matter source; derived from: agricultural, food,<br />
or industrial residuals; yard trimmings; source-separated or mixed solid waste. The product shall<br />
contain no substances toxic to plants and shall be reasonably free (< 1% by dry weight) of man-made<br />
foreign matter. The compost shall possess no objectionable odors and shall not resemble the raw<br />
material from which it was derived. Coordinate with Section 31 10 00 (02230) – Site Clearing, Section<br />
01 74 19 (01351) – Construction Waste Management.<br />
1. Product Parameters: Provide compost products with the following product parameters; certified in<br />
accordance with the U.S. Composting Council (USCC) Seal of Testing Assurance (STA) Program:<br />
Parameters Reported as (units of measure) Allowable Range<br />
pH pH units 6.0 - 8.5<br />
Soluble Salt Concentration dS/m (mmhos/cm) Maximum 10<br />
(electrical conductivity)<br />
Moisture Content %, wet weight basis 30 – 60<br />
Organic Matter Content %, dry weight basis 30 – 65<br />
Particle Size<br />
% passing a selected mesh size, dry 98% pass through 3/4” screen or smaller<br />
weight basis<br />
Stability<br />
mg CO 2<br />
-C per g OM per day < 8<br />
Carbon Dioxide<br />
Evolution Rate<br />
Maturity (Bioassay)<br />
Seed Emergence and<br />
Seedling Vigor<br />
%, relative to positive control<br />
%, relative to positive control<br />
Minimum 80%<br />
Minimum 80%<br />
Physical Contaminants (inerts) %, dry weight basis < 1<br />
Chemical Contaminants 4 mg/kg (ppm) Meet or exceed US EPA Class A standard, 40<br />
CFR § 503.13, Tables 1 and 3 levels<br />
Biological Contaminants<br />
Select Pathogens<br />
Fecal Coliform Bacteria,<br />
or Salmonella<br />
MPN per gram per dry weight<br />
MPN per 4 grams per dry weight<br />
Meet or exceed US EPA Class A standard, 40<br />
CFR § 503.32(a) levels<br />
2.7 FERTILIZER<br />
A. Fertilizer for groundcover, wildflowers and grasses: Not permitted.<br />
B. Fertilizer for trees, plants, shrubs: As recommended by plant supplier and as follows:<br />
1. No synthetic chemical fertilizers.<br />
2. Biobased content:<br />
a. Fertilizers: Products formulated or processed to provide nutrients for plant growth<br />
and/or beneficial bacteria to convert nutrients into plant usable forms. Provide<br />
minimum 71% biobased content.<br />
2.8 ACCESSORIES<br />
A. Edging: Refer to plan for information<br />
B. Plastic Fabrications: As specified in Section 06 60 00 (06600) – Plastic Fabrications.<br />
1. Site Furnishings: [tree grates] [benches] [xxxx].<br />
2. Temporary compostable plastic accessories: [ties] [markers] [xxxx].<br />
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3.1 PREPARATION<br />
A. Soil Conditioners:<br />
1. Compost: Verify that compost does not include invasive species, including seeds. Coordinate<br />
with Section 31 25 73 (02635)<br />
END OF SECTION<br />
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SECTION 03100<br />
STRUCTURAL CONCRETE FORMWORK<br />
PART 1 - GENERAL<br />
1.01. DESCRIPTION<br />
A. Section includes:<br />
1. Shoring formwork and re-shoring of structure<br />
2. Furnish, install and remove formwork for concrete.<br />
1.02. REFERENCES<br />
A. Codes and Specifications<br />
1. American Concrete Institute:<br />
a. ACI 318, Building Code Requirements for Reinforced Concrete.<br />
b. ACI 301, Specifications for Structural Concrete for Buildings.<br />
c. ACI 347, Recommended Practice for Concrete Formwork.<br />
d. ACI 117, Standard Specifications for Tolerances for Concrete Construction and Materials.<br />
2. Concrete Reinforcing Steel Institute, CRSI, Manual of Standard Practice.<br />
3. American Society for Testing Materials (ASTM)<br />
a. ASTM D1751, Standard Specification for Preformed Expansion Joint Fillers for Concrete Paving<br />
and Structural Construction (Non-extruding and Resilient Bituminous Types).<br />
1.03. SUBMITTALS<br />
A. Construction Joints: Submit diagrams of construction joints.<br />
B. Product Data:<br />
1. Form oil<br />
2. Form release agent<br />
3. Form sealer<br />
C. Samples:<br />
1. Rustication forms<br />
2. Reglet<br />
D. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
E. Local / Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials<br />
cost only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
F. Letter of Certification(s) for Sustainable Forestry:<br />
1. Forest Stewardship council (FSC): Provide letter of certification signed by lumber supplier. Indicate<br />
compliance with FSC “Principles for Natural Forest Management” and identify certifying organization.<br />
a. Submit FSC certification numbers; identify each certified product on a line-item basis.<br />
b. Submit copies of invoices bearing the FSC certification numbers.<br />
2. American Forest & Paper Association (AF&PA): Provide letter of certification signed by lumber<br />
supplier. Indicate compliance with AF&PA “Sustainable Forestry Initiative” and identify certifying<br />
organization.<br />
3. Indicate percentage of Certified Wood material used.<br />
4. Submit information on EPA Waste Minimization Priority Chemicals associated with products provided<br />
under work of this Section. For each Priority Chemical, indicate whether the Priority Chemical is<br />
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produced as a by-product during manufacture and whether it is contained in the final product. Indicate<br />
amount produced during manufacture and the amount contained in final product in terms of percentage<br />
by weight per unit of product.<br />
1.04. DELIVERY, STORAGE AND HANDLING<br />
A. Store materials off of the ground and protected from weather.<br />
1. Prevent warpage, twisting and excessive moisture gain of wood materials.<br />
2. Discard damaged or deformed materials.<br />
B. Protect smooth faces of form liner materials from abrasion, denting or scarring during handling.<br />
PART 2 - PRODUCTS<br />
2.01. GENERAL<br />
A. Design and construct forms to withstand stresses due to weight of fresh concrete, vibration during<br />
consolidation and loads of equipment and workmen.<br />
B. Limit deflections of forms to provide smooth, straight surfaces without unsightly bulges and deformations.<br />
C. Limit deformations of forms for architecturally exposed surfaces to 0.0025 times the span of each component<br />
(facing material, studs and walers).<br />
2.02. ENVIRONMENTALLY PREFERABLE PRODUCTS<br />
A. To the greatest extent possible, provide products and materials that promote stewardship of the earth's<br />
resources, promote good indoor environmental quality (IEQ), and promote efficiencies in operational<br />
performance.<br />
B. Provide products listed on the EPA Comprehensive Procurement Guidelines to the greatest extent practicable.<br />
C. Provide products listed on the USGBC Directory of Products and Services to the greatest extent possible.<br />
2.03. RECYCLED CONTENT<br />
A. Provide material with maximum amount of recycled content available that achieves performance requirements<br />
of this Section.<br />
2.04. REGIONAL MATERIALS<br />
A. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section.<br />
2.05. MATERIALS<br />
A. Wood forms for unexposed concrete surfaces: No. 2 Southern Yellow Pine or Douglas Fir dressed to uniform<br />
and smooth contact surfaces.<br />
B. Wood forms for concrete surfaces exposed to view: Commercial Standard Douglas Fir concrete form<br />
plywood, moisture resistant, not less than 5 plies, minimum thickness of 9/16 inch with one smooth face. Line<br />
forms with one of the following:<br />
1. Plywood: Commercial Standard Douglas Fir, concrete form, exterior, 3 ply, not less 1/4 inch thick with<br />
one smooth face.<br />
2. Fiberboard: Treated, hard pressed fiberboard having low degree of water absorbability, not less than<br />
3/16 inch thick with one smooth side.<br />
C. Forms for sidewalks and paving: nominal 2 inch thick wood or steel secured in place by stakes or pins.<br />
2.06. COMPONENTS<br />
A. Rustications and bevels: steel, polyvinyl chloride or milled and sealed white pine.<br />
B. Corner chamfers: 3/4 inch white pine or pvc.<br />
2.07. CERTIFIED WOOD<br />
A. Provide Forest Stewardship Council Certified Wood to the greatest extent possible.<br />
1. Use a minimum of 50% of wood-based materials and products, certified in accordance with the Forest<br />
Stewardship council’s Principles and Criteria, for wood building components including, but not limited<br />
to, structural framing and general dimensional framing, flooring, finishes, furnishings, and non-rented<br />
temporary construction applications such as bracing, concrete form work and pedestrian barriers.<br />
a. Forest Stewardship council’s Principles and Criteria: www.fscus.org (877-372-5646)
2.08. MANUFACTURED UNITS<br />
A. Round column forms: waterproof fiber forms constructed of spiral laminated plies of fiber.<br />
1. Inside of forms shall be lined to prevent spiral markings on concrete.<br />
Section 03100<br />
Page 3<br />
2.09. ACCESSORIES<br />
A. Form ties: bolt rods or patented devices of sufficient strength to withstand pressure due to wet concrete (3000<br />
lbs. minimum tensile strength); adjustable in length, and removable to a depth of at least 1 inch from the face<br />
of the concrete.<br />
1. Ties for exposed concrete surfaces shall be equipped with plastic cones 5/8 inch in diameter.<br />
2. Do not use wire ties, or makeshift ties that leave unsightly marks or depressions on the face of the<br />
concrete.<br />
B. Form oil: non-staining, paraffin-base oil having specific gravity of between 0.8 and 0.9; shall not prevent<br />
bonding of finish materials; shall not stain surface of concrete.<br />
C. Form release agent: non-staining, chemically inert, biobased<br />
1. Biobased Content: Minimum 85 percent soy-based oil or other biobased material.<br />
2. Toxicity/IEQ: Zero or Low VOC.<br />
3. Example product: Synthex by Industrial Synthetics Corp.<br />
D. Form sealer<br />
1. Toxicity/IEQ: Zero or Low VOC.<br />
2. Example product: Formfilm by W.R. Grace Co.<br />
PART 3 - EXECUTION<br />
3.01. DESIGN AND CONSTRUCTION<br />
A. Design forms to withstand pressure and weight of wet concrete without bulging or excessive deflection.<br />
Comply with ACI 318.<br />
B. Construct forms to required shapes, lines and dimensions; provide necessary studs, walers, ties, centering,<br />
molds and supports.<br />
1. Forms shall be sufficiently tight to prevent leakage of mortar.<br />
2. Construct forms to be easily removable without damage to finished surfaces.<br />
3. Forms shall not have unsightly marks or deformations on exposed faces.<br />
4. Thoroughly clean forms of concrete laitance before re-use.<br />
5. Provide clean-outs at the base of vertical forms for removal of foreign materials before placement of<br />
concrete.<br />
C. Support of forms: provide adequate shoring under forms to support loads imposed by wet concrete,<br />
equipment and workmen.<br />
1. Shores shall be sufficiently strong and closely spaced to prevent excessive deflections or distortion<br />
during placement of concrete.<br />
2. Comply with ACI 347.<br />
D. Tying of forms: provide sufficient form ties to prevent bulging or collapse of forms under weight of wet<br />
concrete.<br />
1. Place ties in a uniform and orderly pattern.<br />
2. Lubricate ties to prevent bonding with concrete.<br />
E. Special features: place in forms any wood strips, blocking, molding, and liners necessary to produce required<br />
shapes.<br />
1. Attach feature strips to forms in a manner that will not leave unsightly marks on exposed concrete<br />
surfaces.<br />
2. Coat wood strips, blocking and molding with form sealer.<br />
3. Provide chamfer strips in corners of formwork.<br />
F. Coatings:<br />
1. Coat contact surfaces of wood forms for un-exposed concrete surfaces with form oil.<br />
2. Coat contact surfaces of wood forms for exposed surfaces with form release agent before each use.<br />
G. Construction joints:<br />
1. Locate construction joints only where required as shown on submittals.<br />
a. Do not locate construction joints between lateral bracing elements of walls and columns.<br />
b. Locate construction joints in slabs approximately at midspan between supports.<br />
c. Construction joints shall be plumb and level. In order to avoid irregular lines at horizontal<br />
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construction joints in exposed concrete faces, tack a continuous strip of dressed lumber, one inch<br />
thick, to inside of wall or grade beam form, with its lower edge at line of construction joint. About<br />
one hour after placing concrete in lower part of wall remove strip, level off irregularities which<br />
appear in joint line with wood float and remove any laitance present.<br />
d. Provide shear keys as required in construction joints.<br />
3.02. REMOVAL OF FORMS<br />
A. Remove forms completely, unless specifically required otherwise.<br />
B. Remove forms carefully to avoid damage to concrete surfaces.<br />
C. Do not remove forms until concrete has adequately set.<br />
1. Clamps and tie rods may be loosened after 24 hours following placement of concrete.<br />
a. Maintain sufficient ties to hold forms in place.<br />
b. Withdraw through-wall ties toward the inside (or unexposed) face of walls.<br />
c. Prevent spalling during removal of ties.<br />
2. Concrete strength tests may be used as evidence that concrete has adequately set for form removal.<br />
a. Minimum strength shall be 75% of design strength.<br />
D. Remove forms sequentially and in small units to prevent shock, overload or undue eccentricity in the<br />
structure. Do not store materials or place heavy equipment on structures for which forms have been removed<br />
unless concrete strength is equal to design strength, or re-shores have been installed. Remove forms in a<br />
manner that does not require a large portion of the structure to be self-supporting (i.e. a full bay of framing),<br />
and install shores immediately as form removal progresses.<br />
E. Do not remove forms until supporting structures (columns, foundation or hangers) are permanently in place<br />
and full strength.<br />
END OF SECTION<br />
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SECTION 03200<br />
CONCRETE REINFORCING<br />
PART 1 - GENERAL<br />
1.01. SUMMARY<br />
A. Section Includes<br />
1. Preparation of shop drawings<br />
2. Fabrication and placement of reinforcing<br />
1.02. REFERENCES<br />
A. Codes and Specifications<br />
1. American Concrete Institute:<br />
a. ACI 318, Building Code Requirements for Reinforced Concrete.<br />
b. ACI 315, Manual of Standard Practice for Detailing Reinforced Concrete Structures.<br />
2. Concrete Reinforcing Steel Institute, CRSI, Manual of Standard Practice.<br />
3. American Welding Society, AWS D1.4, "Structural Welding Code - Reinforcing Steel"<br />
4. American Society for Testing Materials (ASTM)<br />
a. ASTM A185, Standard Specification for Welded Steel Wire Fabric for Concrete Reinforcement.<br />
b. ASTM A615, Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete<br />
Reinforcement.<br />
c. ASTM A706, Standard Specification for Low-Alloy Steel Deformed Bars for Concrete<br />
Reinforcement.<br />
1.03. SUBMITTALS<br />
A. Shop Drawings<br />
1. Submit shop and installation drawings for review by Architect, including:<br />
a. Sizes and quantities of reinforcing<br />
b. Reinforcing lengths and details of bending<br />
c. Placement instructions<br />
d. Details and spacing of supports for reinforcing<br />
e. Reference Engineer's reinforcing designations<br />
f. Reproduce Engineer's notes regarding placement of reinforcing.<br />
2. Review of Shop Drawings will be for reinforcing sizes, spacings, and general detail only, excluding<br />
quantities, lengths and fit of materials.<br />
3. Reproductions of Contract Drawings shall not be used for shop drawings.<br />
B. Quality Control Submittals<br />
1. Submit certified copies of mill reports, evidencing compliance with requirements of Specifications.<br />
2. Submit copies of laboratory testing and inspection reports.<br />
C. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
D. Local / Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
E. Submit information on EPA Waste Minimization Priority Chemicals associated with products provided under<br />
work of this Section. For each Priority Chemical, indicate whether the Priority Chemical is produced as a byproduct<br />
during manufacture and whether it is contained in the final product. Indicate amount produced during<br />
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manufacture and the amount contained in final product in terms of percentage by weight per unit of product.<br />
1.04. DELIVERY, STORAGE AND HANDLING<br />
A. Deliver materials in tagged bundles grouped as to reinforcing size and length.<br />
B. Store reinforcing on skids off of the ground and stacked to permit drainage. Prevent build-up of rust and dirt<br />
on reinforcing. Protect reinforcing from contamination that would prevent bonding of concrete.<br />
C. Do not bend, twist or warp reinforcing during handling.<br />
PART 2 - PRODUCTS<br />
2.01. MATERIALS<br />
A. Reinforcing Steel<br />
1. Deformed bars: new billet steel conforming to ASTM A615 of required grades.<br />
2. Welded wire mesh: conform to ASTM A185.<br />
3. Spirals: smooth bars conforming to ASTM A615 Grade 60.<br />
4. Reinforcing bars to be welded: conform to ASTM A706 Grade 60.<br />
2.02. ENVIRONMENTALLY PREFERABLE PRODUCTS<br />
A. To the greatest extent possible, provide products and materials that promote stewardship of the earth's<br />
resources, promote good indoor environmental quality (IEQ), and promote efficiencies in operational<br />
performance.<br />
B. Provide products listed on the EPA Comprehensive Procurement Guidelines to the greatest extent practicable.<br />
C. Provide products listed on the USGBC Directory of Products and Services to the greatest extent possible.<br />
2.03. RECYCLED CONTENT<br />
A. Provide material with maximum amount of recycled content available that achieves performance requirements<br />
of this Section.<br />
2.04. REGIONAL MATERIALS<br />
A. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section.<br />
2.05. ACCESSORIES<br />
A. Reinforcing supports: comply with ACI 315, Chapter 5.<br />
1. Provide concrete bricks or chairs with bearing plates where supports are in contact with soil.<br />
2. Provide plastic-tipped chairs of suitable color where concrete will be exposed to view.<br />
3. Provide continuous supports with spacers for slab reinforcing.<br />
2.06. FABRICATION<br />
A. Shop Fabrication<br />
1. Cut reinforcing to required lengths<br />
2. Bend reinforcing cold with suitable equipment. Do not heat or stretch material. Bend radii and<br />
extensions shall comply with ACI 318.<br />
3. Do not use reinforcing with kinks or un-required bends.<br />
4. Do not re-straighten reinforcing bent more than 30 degrees.<br />
B. Tolerances: comply with ACI 318.<br />
C. Marking: mark reinforcing to correspond with shop drawings.<br />
2.07. SOURCE QUALITY CONTROL<br />
A. Testing Laboratory Services<br />
1. Inspect fabricated materials<br />
PART 3 - EXECUTION<br />
3.01. PREPARATION<br />
A. Clean reinforcing of rust, mill scale, dirt, oil and grease.<br />
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3.02. PLACEMENT<br />
Section 03200<br />
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A. Place reinforcing of required sizes and quantities in proper position. Use sufficient supports and spacers to<br />
maintain position during placement of concrete.<br />
1. Do not place reinforcing supports against exposed faces of precast panels, beams, walls or copings.<br />
B. Secure reinforcing in position with wire ties complying with ACI 318.<br />
1. Clip or bend tails of tie wire away from exposed faces, do not leave tie wire within 1 1/2" of any exposed<br />
surface.<br />
C. Maintain position of reinforcing mats in walls with metal spacers between the mats.<br />
D. Tolerances<br />
1. Top reinforcing in slabs and beams<br />
a. Members 8 inches deep or less: + 1/4 inch<br />
b. Members more then 8 inches but not over 2 feet deep: + 1/2 inch<br />
c. Members more than 2 feet deep: + one inch<br />
2. Lengthwise of members: + 2 inches<br />
3. Concrete cover to formed surfaces: + 1/4 inch<br />
4. Minimum spacing between reinforcing bars: 1/4 inch<br />
E. Support reinforcing in slabs-on-grade and slabs-on-deck on bolsters or blocks. Do not lift reinforcing during<br />
concrete placement.<br />
3.03. COLD BENDING OF BARS IN THE FIELD<br />
A. Dowels connecting concrete of different pour sequences may be bent in the field to facilitate form placement<br />
and removal with the following conditions:<br />
1. Maximum bar size is #4,<br />
2. Maximum angle of bend is 90 degrees, and<br />
3. Bars may be bent and straightened one time only.<br />
3.04. FIELD QUALITY CONTROL<br />
A. Testing Laboratory Services<br />
1. Inspect reinforcing sizes, quantities and placement.<br />
2. Inspect support and securement of reinforcing.<br />
3. Inspect condition of reinforcing.<br />
3.05. PROTECTION<br />
A. Place reinforcing to provide required coverage of concrete.<br />
B. Comply with minimum requirements ACI 318.<br />
END OF SECTION<br />
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SECTION 03250<br />
EMBEDDED METAL ASSEMBLIES AND INSERTS<br />
PART 1 - GENERAL<br />
1.01. SUMMARY<br />
A. Section Includes:<br />
1. Steel assemblies to be embedded into concrete<br />
2. Anchors<br />
3. Inserts<br />
1.02. REFERENCES<br />
A. Concrete Reinforcing Steel Institute, CRSI, Manual of Standard Practice.<br />
B. American Institute of Steel Construction<br />
1. AISC Specification for the Design, Fabrication and Erection of Structural Steel for Buildings.<br />
C. American Welding Society, AWS:<br />
1. D1.1, Structural Welding Code - Steel.<br />
2. D1.4, Structural Welding Code - Reinforcing Steel.<br />
D. American Concrete Institute:<br />
1. ACI 318, Building Code Requirements for Reinforced Concrete.<br />
2. ACI 315, Manual of Standard Practice for Detailing Reinforced Concrete Structures.<br />
E. American Society for Testing and Materials:<br />
1. ASTM A36, Standard Specification for Structural Steel.<br />
2. ASTM A108, Standard Specification for Steel Bars, Carbon, Cold-Finished, Standard Quality.<br />
3. ASTM A153, Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware.<br />
4. ASTM A185, Standard Specification for Welded Steel Wire Fabric for Concrete Reinforcement.<br />
5. ASTM A284, Standard Specification for Low and Intermediate Tensile Strength Carbon-Silicon Steel<br />
Plates for Machine Parts and General Construction.<br />
6. ASTM A307, Standard Specification for Carbon Steel Externally Threaded Standard Fasteners.<br />
7. ASTM A325, Standard Specification for High-Strength Bolts for Structural Steel Joints.<br />
8. ASTM A496, Standard Specification for Deformed Steel Wire for Concrete Reinforcement.<br />
9. ASTM A570, Standard Specification for Hot-Rolled Carbon Steel Sheet and Strip, Structural Quality.<br />
10. ASTM A615, Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete<br />
Reinforcement.<br />
11. ASTM A706, Standard Specification for Low-Alloy Steel Deformed Bars for Concrete Reinforcement.<br />
1.03. SUBMITTALS<br />
A. Product Data: submit manufacturer's data indicating product compliance for the following:<br />
1. Headed stud anchors<br />
2. Deformed bar anchors<br />
3. Rust inhibitor coating<br />
4. Zinc coating<br />
5. Lifting inserts<br />
6. Threaded inserts<br />
7. Anchor slots<br />
B. Shop Drawings: submit shop and installation drawings showing shop and field connection details, including<br />
material grades, material sizes, and details of fabrication.<br />
1. Do not begin fabrication of materials prior to review of shop drawings.<br />
2. Review of shop drawings is for member sizes, spacings, detail, and general compliance with Contract<br />
Documents only.<br />
3. Material quantities, lengths, fit, verification of job conditions, and coordination with other trades are<br />
responsibility of Contractor.<br />
C. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
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D. Local / Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
E. When requested by Owner or Architect, submit welders' certifications.<br />
1.04. QUALITY ASSURANCE<br />
A. Qualifications<br />
1. Fabricator: minimum of 3 years experience in related or similar work.<br />
2. Welders: certified for type of welding required within previous 6 months.<br />
1.05. DELIVERY, STORAGE AND HANDLING<br />
A. Store fabricated assemblies and inserts under cover and off of the ground to protect against corrosion prior to<br />
placement.<br />
PART 2 - PRODUCTS<br />
2.01. MATERIALS<br />
A. Steel<br />
1. Shapes, plates, angles and rods: ASTM A36.<br />
2. Steel straps: ASTM A570 or A284.<br />
3. Bolts: ASTM A307, with regular hexagon nuts and carbon steel washers.<br />
4. High Strength Bolts: ASTM A325.<br />
B. Reinforcing Bars<br />
1. Deformed Bars: ASTM A615, Grade 60.<br />
2. Welded Wire Mesh: ASTM A185.<br />
3. Bars to be welded: ASTM A706, Grade 60.<br />
C. Fusion Welded Anchors<br />
1. Headed Stud Anchors: comply with ASTM A108, Grades 1010 through 1020, with sizes and lengths as<br />
shown on Drawings, and complying with ASW D1.1, Section 7.<br />
2. Deformed Bar Anchors: Low carbon steel, comply with ASTM A496, with sizes and lengths as shown on<br />
Drawings. Acceptable product: Type DA, as manufactured by Blue Arc Stud Welding Division of Erico<br />
Industries.<br />
D. Welding Electrodes: E70.<br />
E. Coatings<br />
1. Rust Inhibitor: Hi-Build Epoxoline as manufactured by the Tnemec Co.<br />
2. Hot-dip Galvanizing: ASTM A153.<br />
3. Zinc Coating: Z.R.C. Cold Galvanizing Compound as manufactured by ZRC Chemical Products Co.<br />
F. Inserts<br />
1. Lifting inserts: Richmond Lifting Inserts of appropriate type and size recommended by Richmond Co. in<br />
"Richmond Product Bulletin No. 8." Use minimum safety factor of 4:1 (ultimate : actual load) for lifting<br />
inserts. Use an impact factor of 50 percent applied to calculated lifting loads.<br />
2. Threaded Inserts: rated for tensile strength of bolt size given on Drawings (ultimate strength).<br />
3. Anchor Slots to receive inserts for anchoring masonry units, cast stone, and marble to concrete: one inch<br />
wide, 7/8 inch deep, continuous No. 24 gauge, galvanized sheet steel, dovetailed slots, complete with felt<br />
lining. Acceptable manufacturer: Hohmann & Barnard, Inc., New York, N.Y.<br />
4. Miscellaneous: PVC pipes, or other special inserts as shown on Drawings, or as required by other trades.<br />
2.02. ENVIRONMENTALLY PREFERABLE PRODUCTS<br />
A. To the greatest extent possible, provide products and materials that promote stewardship of the earth's<br />
resources, promote good indoor environmental quality (IEQ), and promote efficiencies in operational<br />
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performance.<br />
B. Provide products listed on the EPA Comprehensive Procurement Guidelines to the greatest extent practicable.<br />
C. Provide products listed on the USGBC Directory of Products and Services to the greatest extent possible.<br />
2.03. RECYCLED CONTENT<br />
A. Provide material with maximum amount of recycled content available that achieves performance requirements<br />
of this Section.<br />
2.04. REGIONAL MATERIALS<br />
A. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section.<br />
2.05. FABRICATION<br />
A. Fabricate and assemble structural steel items in shop. Carefully and accurately shear, flame cut, and chip<br />
materials as required. Cut, drill, or punch holes at right angles to surface of metal. Do not enlarge holes by<br />
burning. Cut holes cleanly without torn or ragged edges. Weld in accordance with AISC Specifications and<br />
with AWS D1.1 and D1.4. Permit only AWS certified welders to perform welds.<br />
B. Weld deformed bar anchors and headed stud anchors by full-fusion process. Weld in accordance with<br />
manufacturer's recommendations regarding equipment, conditions of material, and temperature. Acceptable<br />
processes: Nelson Stud Welding Company, and KSM Welding Services Division, Omark Industries.<br />
C. Hot-dip galvanize confinement assemblies and accessories exposed to weather or soil.<br />
D. Plainly mark and match-mark assemblies and inserts to correspond to placement drawings and diagrams.<br />
PART 3 - EXECUTION<br />
3.01. INSTALLATION<br />
A. Clean assemblies and inserts of corrosion, dirt, oil, grease and laitance before placing in forms.<br />
B. Place assemblies and inserts in forms and securely anchor in required positions with correct orientations. Use<br />
templates, diagrams and instructions provided by the Fabricator for proper alignment and positioning.<br />
3.02. FIELD QUALITY CONTROL<br />
A. Laboratory Testing: provide independent testing laboratory services as follows:<br />
1. Inspect steel fabrications for sizes, spacings and general quality of fabrication.<br />
2. Inspect welding of steel fabrications for size, length and quality.<br />
3. Inspect positioning of assemblies and inserts in the forms.<br />
4. Visually inspect welds at anchors and shear stud connectors. Test studs which do not appear to have full<br />
sound 360 degree fillet weld at base. Test by bending 15 degrees. Replace studs which fail this test.<br />
B. Afford full cooperation and access to Work to testing laboratory and provide adequate notice to laboratory of<br />
when Work is ready for testing and inspection so that services can be carried out in full, allowing sufficient<br />
time for making corrections without delaying progress of Work.<br />
3.03. ADJUSTING<br />
A. Field Touch Up<br />
1. Use cold galvanizing compound in accordance with manufacturer's recommendations for field touch-up.<br />
END OF SECTION<br />
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SECTION 03300<br />
STRUCTURAL CONCRETE<br />
PART 1 - GENERAL<br />
1.01. SUMMARY<br />
A. Section Includes<br />
1. Design of concrete mixes<br />
2. Furnish and place cast-in-place concrete<br />
3. Curing and finishing of concrete<br />
4. Non-shrink grout for structural steel<br />
1.02. REFERENCES<br />
A. American Concrete Institute:<br />
1. ACI 117, Standard Specifications for Tolerances for Concrete Construction and Materials.<br />
2. ACI 211.1, Recommended Practice for Selecting Proportions for Normal and Heavyweight Concrete.<br />
3. ACI 211.2, Recommended Practice for Selecting Proportions for Structural Lightweight Concrete.<br />
4. ACI 214, Recommended Practice for Evaluation of Strength Test Results of Concrete.<br />
5. ACI 301, Specifications for Structural Concrete for Buildings.<br />
6. ACI 304, Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete.<br />
7. ACI 305, Hot Weather Concreting.<br />
8. ACI 306, Cold Weather Concreting.<br />
9. ACI 318, Building Code Requirements for Reinforced Concrete.<br />
10. SP15, Field Reference Manual, Specifications for Structural Concrete for Buildings with Selected ACI<br />
and ASTM References.<br />
B. American Society for Testing and Materials:<br />
1. ASTM C31, Standard Method of Making and Curing Concrete Test Specimens in the Field.<br />
2. ASTM C33, Standard Specification for Concrete Aggregates.<br />
3. ASTM C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.<br />
4. ASTM C42, Obtaining and Testing Drilled Cores and Sawed Beams of Concrete.<br />
5. ASTM C94, Standard Specification for Ready-Mixed Concrete.<br />
6. ASTM C143, Standard Test Method for Slump of Portland Cement Concrete.<br />
7. ASTM C150, Standard Specification for Portland Cement.<br />
8. ASTM C156, Standard Test Method for Water Retention by Concrete Curing Materials.<br />
9. ASTM C171, Standard Specification for Sheet Materials for Curing Concrete.<br />
10. ASTM C172, Standard Method of Sampling Fresh Concrete.<br />
11. ASTM C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method.<br />
12. ASTM C260, Standard Specification for Air-Entraining Admixtures for Concrete.<br />
13. ASTM C309, Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete.<br />
14. ASTM C330, Standard Specification for Lightweight Aggregates for Structural Concrete.<br />
15. ASTM C494, Standard Specification for Chemical Admixtures for Concrete.<br />
16. ASTM C567, Test for Unit Weight of Structural Lightweight Concrete.<br />
17. ASTM C618, Standard Specification for Fly Ash and Raw or Calcined Natural Pozzolan for Use as a<br />
Mineral Admixture in Portland Cement Concrete.<br />
18. ASTM C1017, Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete.<br />
19. ASTM C1107, Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Non-Shrink).<br />
20. ASTM C1315, Standard Specification for Liquid Membrane-Forming Compounds Having Special<br />
Properties for Curing and Sealing Concrete.<br />
21. ASTM E1155, Standard Test Method for Determining Floor Flatness and Levelness Using the "F<br />
Number" System (Inch-Pound) Units.<br />
22. ASTM E1745, Standard Specification for Vapor Retarders Used in Contact with Soil or Granular Fill<br />
Under Concrete Slabs.<br />
C. Corps of Engineers:<br />
1. CRD-C13, Standard Specification for Air- Entraining Admixtures for Concrete.<br />
2. CRD-C572, Specifications for Polyvinyl Chloride Water Stops.<br />
3. CRD-C621, Corps of Engineers Specification for Non-Shrink Grout.<br />
D. Field Reference Manual: Contractor shall have available in field office a copy of ACI SP-15.<br />
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Section 03300<br />
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A. Product Data: submit manufacturers’ data indicating product compliance for the following:<br />
1. Admixtures<br />
2. Floor hardener<br />
3. Curing compound<br />
4. Curing and Sealing Compound<br />
5. Vapor Retarder<br />
6. Non-shrink grout<br />
7. Waterstops<br />
B. Material Certifications: submit certifications showing compliance for the following:<br />
1. Fly ash.<br />
2. Sieve analyses for structural concrete aggregates:<br />
a. Coarse aggregate.<br />
b. Fine aggregate.<br />
C. Structural Concrete Mix Designs for each class of concrete<br />
D. Concrete Delivery Tickets: Submit sample ready-mixed concrete delivery tickets in accordance with ASTM<br />
C94 for each class of concrete.<br />
E. Construction Joints: submit drawings indicating proposed locations of construction joints.<br />
F. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
G. Local / Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
H. Submit information on EPA Waste Minimization Priority Chemicals associated with products provided under<br />
work of this Section. For each Priority Chemical, indicate whether the Priority Chemical is produced as a byproduct<br />
during manufacture and whether it is contained in the final product. Indicate amount produced during<br />
manufacture and the amount contained in final product in terms of percentage by weight per unit of product.<br />
1.04. QUALITY ASSURANCE<br />
A. Batch Plant Qualifications - conform to the "Check List for Certification of Ready-Mixed Concrete Production<br />
Facilities" of the National Ready-Mixed Concrete Association.<br />
1.05. DELIVERY, STORAGE AND HANDLING<br />
A. Transporting: Ready-mixed concrete supplier shall have sufficient capacity and adequate facilities to provide<br />
continuous delivery at the rate required for continuous placement throughout any sequence of placement.<br />
B. Storage of Materials<br />
1. Store cement in weathertight buildings or bins which prevent intrusion of moisture or contaminants. Store<br />
different types of cement in separate facilities.<br />
2. Stockpile aggregates to prevent segregation and contamination with other materials. Thaw frozen<br />
aggregates before use.<br />
3. Sand shall be drained to a uniform moisture content before use.<br />
4. Store admixtures securely to prevent contamination, evaporation, damage or temperature variation in<br />
excess of the range recommended by the manufacturer.<br />
C. Delivery: Truck mixers, agitators and non-agitating units shall conform to the applicable requirements of<br />
ASTM C94, "Specification for Ready-Mixed Concrete".<br />
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Section 03300<br />
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2.01. ENVIRONMENTALLY PREFERABLE PRODUCTS<br />
A. To the greatest extent possible, provide products and materials that promote stewardship of the earth's<br />
resources, promote good indoor environmental quality (IEQ), and promote efficiencies in operational<br />
performance.<br />
B. Provide products listed on the EPA Comprehensive Procurement Guidelines to the greatest extent practicable.<br />
C. Provide products listed on the USGBC Directory of Products and Services to the greatest extent possible.<br />
2.02. RECYCLED CONTENT<br />
A. Provide material with maximum amount of recycled content available that achieves performance requirements<br />
of this Section.<br />
2.03. REGIONAL MATERIALS<br />
A. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section.<br />
2.04. MATERIALS<br />
A. Portland cement: shall be Type I, II or III Portland Cement and meet the requirements of ASTM C150.<br />
B. Fine aggregate: conform to applicable requirements of ASTM C33, natural bank or river sand, washed and<br />
screened, consisting of hard, durable, uncoated particles free of deleterious matter, and graded from coarse to<br />
fine to produce a minimum percentage of voids.<br />
C. Coarse aggregate: conform to applicable requirements of ASTM C33, gravel or crushed stone, suitably<br />
processed, washed and screened; consisting of hard, durable particles without adherent coatings.<br />
D. Coarse aggregate for lightweight concrete: conform to ASTM C330, expanded clay or shale, producing a<br />
minimum split cylinder ratio of 5.0.<br />
E. Water: shall be clear, potable, city water free of all substances which would be harmful to the concrete.<br />
2.05. ADMIXTURES<br />
A. Air-entraining agent: conform to ASTM C260 and CRD C-13.<br />
B. Water-reducing, set-controlling admixture: conform to ASTM C494, Type A (water-reducing), Type D (waterreducing<br />
and retarding) and Type E (water-reducing, accelerating); conform to ASTM C1017 for concrete to<br />
be pumped.<br />
C. Calcium chloride thiocyanates or admixture containing more than 0.05 percent chloride ions shall not be<br />
permitted in concrete mixtures.<br />
D. Fly Ash: conform to ASTM C618, carbon content not greater than 3% by volume.<br />
E. Superplasticizer: Daracem 100, as manufactured by W.R. Grace & Co.<br />
F. Admixtures containing chlorides shall not be used in concrete to be poured on metal floor deck.<br />
2.06. CURING AND FINISHING PRODUCTS<br />
A. Liquid Curing Compound<br />
1. Conform to ASTM C309, Types 1 and 1D, Class B, water based.<br />
2. Meet federal and state AIM regulations.<br />
3. Zero or Low VOC.<br />
4. Shall be dissipating resin type, which chemically breaks down after approximately eight (8) weeks.<br />
5. Shall not inhibit bonding of flooring adhesives.<br />
6. Shall not inhibit bond breaker, where applicable.<br />
7. Sodium silicates prohibited.<br />
8. Use on all interior slabs to receive subsequent floor coverings.<br />
B. Curing and Sealing Compounds:<br />
1. Conform to ASTM C1315, Type 1, Class B.<br />
2. Minimum 25 percent solids by volume.<br />
3. Moisture loss shall be not more than 0.30 Kg/M 2 when applied at 300 square feet per gallon.<br />
4. Meet federal and state AIM regulations.<br />
5. Zero or Low VOC.<br />
C. Evaporation Retardant:<br />
1. Shall be a thin, continuous film which prevents rapid moisture loss from the concrete surface.<br />
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2. Use when concrete operations must be performed in direct sun, wind, or high temperatures.<br />
D. Waterproof Paper:<br />
1. Waterproof paper for curing concrete - 2 ply fiber-reinforced, asphaltic kraft paper, conform to ASTM<br />
C171.<br />
E. Abrasive Aggregate: aluminum oxide aggregate.<br />
F. Floor Hardener:<br />
1. Penetrating liquid for subsequent application.<br />
2. Non-staining.<br />
3. Combination curing compound and hardener shall not be used.<br />
4. Do not apply to concrete until at least 28 days after concrete is placed.<br />
G. Cement Floor Leveling Compound: cementitious, flowable, specially formulated for feather-edge application.<br />
H. Sealer:<br />
1. Shall be siliconate based sealer that penetrates concrete surfaces, increases abrasion resistance, and<br />
provides a “low sheen” surface.<br />
2. Clear, non-yellowing, fast curing, chemically neutral, without oils, fillers, extenders and stabilizers.<br />
3. Shall not inhibit bonding of flooring adhesives.<br />
4. Shall not inhibit bond breaker, where applicable.<br />
I. Curing and finishing products and their application shall comply with applicable air-quality and environmental<br />
regulations.<br />
2.07. MISCELLANEOUS PRODUCTS<br />
A. Waterstops: polyvinyl chloride, bulb type with minimum 3 inch ribbed extension into concrete each side of<br />
joint. One side shall be split for anchoring to formwork.<br />
1. Representative products: Sealtight No. 6316, W.R. Meadows Co.<br />
2. Alternate Product: "Synko-flex Waterstop", Synko-Flex Products<br />
B. Non-Shrink Grout: pre-mixed, non-shrinking, minimum compressive strength 5000 psi in 28 days, conform to<br />
U.S. Army Corp of Engineers Specification No. CRD-C621.<br />
1. Grout exposed to view shall be non-oxiding<br />
C. Vapor Barrier membrane must have the following properties.<br />
1. Permeance of less than 0.022 Perms [grains/(ft2 *hr * in.Hg)] per ASTM F 1249 or ASTM E 96<br />
2. Maintain permeance of less than 0.022 Perms [grains/(ft2 *hr * in.Hg)] after mandatory conditioning tests<br />
per ASTM E 154 Sections 8, 11, 12, and 13.<br />
3. ASTM E 1745 Class A<br />
4. Thickness: 10mils<br />
5. Stego Wrap 10-mil Vapor Barrier by Stego Industries LLC, (877) 464-7834 www.stegoindustries.com<br />
6. No Substitutions<br />
7. Install per ASTM E 1643 and manufacturer's instructions<br />
2.08. CONCRETE MIXES<br />
A. General: Concrete shall be composed of portland cement, fine aggregate, coarse aggregate, water, and<br />
admixtures where applicable. Design concrete mixes to be workable and appropriate for each application, to<br />
bond readily to reinforcement, without segregation or the formation of excessive free water on surfaces.<br />
B. Selection of Proportions<br />
1. Determine proportions of ingredients in accordance with ACI 318, Chapter 5 to provide required strength,<br />
slump, resistance to weathering, placeability, durability and surface hardness for each class of concrete.<br />
2. Provide admixtures as required or appropriate to enhance workability, control set or improve strength.<br />
C. Required Average Strength for Mix Design:<br />
1. Where suitable strength test records for the concrete production facility are available, design strength may<br />
be based on the standard deviation in accordance with ACI 318.<br />
2. Where strength test records are not available, design strength shall be based on the following:<br />
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Specified Strength Required Average Strength<br />
F'c - psi<br />
F'cr – psi<br />
F'c
Section 03300<br />
Page 5<br />
D. Documentation of Average Strength: provide evidence of average strength for each class of concrete in<br />
accordance with ACI 318 by field strength tests, strength test records or trial mixtures.<br />
E. Concrete Mix Designs: submit mix designs for each class of concrete.<br />
1. Indicate the following for each mix design:<br />
a. Class designation.<br />
b. Proportions of cement, fine and coarse aggregates, and water.<br />
c. Water-cement ratio, design strength, slump, and air content.<br />
d. Type of cement and aggregates.<br />
e. Type and dosage of admixtures.<br />
2. Mix designs shall be adjusted as required by weather and jobsite conditions to maintain specified<br />
strengths throughout the course of the work without additional cost to the Owner.<br />
3. As strength data becomes available during the progress of the work, mix designs may be adjusted in<br />
accordance with ACI 318.<br />
4. Minimum Cement Content: Cement content shall not be less than 320 pounds per cubic yard.<br />
5. Fly ash shall not be used in concrete mixtures exposed to view. Fly ash content shall be limited to 30<br />
percent of weight of Type I Portland cement used.<br />
F. Strength Gain: design concrete mixes to obtain required strengths in 28 days or less from date of placement.<br />
2.09. PRODUCTION OF CONCRETE<br />
A. Do not mix concrete for placement in the work until mix designs and corresponding strength tests reflect that<br />
each proposed mix will develop strengths required and mix designs have been reviewed for compliance.<br />
B. Batching and Mixing:<br />
1. Batch and mix ready-mixed concrete in accordance with ASTM C94.<br />
2. Batch site-mixed concrete with scales accurate to within 0.4 percent of their total capacities. Operation of<br />
batching equipment shall consistently measure ingredients within 1 percent for concrete and water, 2<br />
percent for aggregates and 3 percent for admixtures. Mixing of site-batched concrete shall be in<br />
accordance ACI 301.<br />
C. Admixtures: Air-entraining admixtures and other chemical admixtures shall be charged into mixer as solutions<br />
and shall be accurately measured by means of a mechanical dispenser. The liquid shall be considered as part<br />
of mixing water.<br />
2.010. SOURCE QUALITY CONTROL<br />
A. Laboratory Inspection<br />
1. Verify required plant certifications<br />
2. Inspect batching equipment periodically<br />
3. Inspect batching and loading of transit-mix trucks at the start of each day of production.<br />
B. Materials Testing<br />
1. Sieve analysis of aggregates<br />
PART 3 - EXECUTION<br />
3.01. PREPARATION<br />
A. Do not begin delivery of concrete materials until formwork, reinforcement, and all items required to be<br />
embedded in the concrete are complete, properly positioned and secured in place.<br />
1. Remove snow, ice, debris and excessive water from forms.<br />
2. Pre-wet soil and sand subgrades and surfaces of precast concrete to receive fresh concrete.<br />
3. Position and secure expansion joint materials, anchors, waterstops, screeds, control joint forms, and<br />
expansion caps on slip-dowels.<br />
4. Remove hardened concrete and foreign materials from the inner surfaces of conveying equipment,<br />
formwork and reinforcing.<br />
B. Prepare and have ready in good working condition chutes, tremies, pumps, buggies, vibrators and all other<br />
equipment necessary for the orderly and continuous placement of concrete.<br />
C. Place vapor barrier beneath all interior slabs. Inspect and repair vapor barrier prior to placing concrete.<br />
3.02. INSTALLATION<br />
A. Lack of Slope: Confirm with architect before proceeding when the Drawings show exterior flatwork without a<br />
specific slope.<br />
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B. Conveying:<br />
1. Prevent separation, segregation and loss of ingredients.<br />
2. Convey concrete from mixer to place of final deposit as rapidly as possible.<br />
3. Take special precautions with belt conveyors to prevent segregation of ingredients, drying and rise in<br />
temperature during conveying.<br />
4. Pumps or pneumatic equipment shall have adequate pumping capacity. Slump loss due to pumping shall<br />
not exceed 2 inches. Do not convey concrete through pipes made of aluminum or aluminum alloy.<br />
5. Thoroughly clean conveying equipment at the end of each placement sequence.<br />
C. Depositing:<br />
1. Place concrete continuously in horizontal layers not more than 12 inches deep. Exercise care to avoid<br />
seams or weakened planes within the concrete. Deposit concrete into (not away from) previously<br />
deposited concrete.<br />
2. Do not place fresh concrete on partially hardened or contaminated concrete.<br />
3. Do not place concrete which has partially set.<br />
4. Exercise care to avoid splashing forms and reinforcing with concrete.<br />
5. Place concrete in forms as near as possible to its final position, do not transport in the forms with vibrators<br />
or screeds.<br />
6. Do not drop concrete directly into standing water, use a tremie with the outlet near the bottom of the place<br />
of deposit.<br />
7. Use tremies, chutes or hoppers to place concrete where a vertical drop greater than 5 feet is required.<br />
8. Do not place concrete when slump tests indicate plasticity that is greater than required limits.<br />
D. Consolidating:<br />
1. As soon as concrete is deposited, thoroughly agitate by means of mechanical vibrators and suitable hand<br />
tools, to work the mixture well into all parts and corners of the forms, and entirely around the<br />
reinforcement and inserts. Consolidation of concrete shall be in accordance with ACI 309.<br />
2. Mechanical vibrators shall have minimum frequency of 7000 revolutions per minute.<br />
3. Do not over-vibrate concrete or use vibrators to transport concrete within forms. Insert vibrators<br />
vertically at frequent intervals, do not drag vibrators through concrete.<br />
4. Do not insert vibrators into lower courses that have begun to set.<br />
5. Maintain spare vibrators on the job site during all concrete placing operations.<br />
E. Bonding:<br />
1. Before depositing new concrete on or against previously deposited concrete which has partially or entirely<br />
set, thoroughly clean and roughen surfaces to receive fresh concrete.<br />
2. Re-tighten and thoroughly clean forms and reinforcement.<br />
3. Apply 1 to 2 inches of grout to concrete surfaces. Grout shall be of identical mix to concrete without<br />
coarse aggregate.<br />
4. Deposit new concrete before grout attains initial set.<br />
3.03. APPLICATION<br />
A. Construction Joints<br />
1. Each unit of structure (footing, slab or wall) shall be monolithic in construction except where specifically<br />
required to be otherwise.<br />
2. Slabs-on-grade in auditoriums shall be placed in a checker-board fashion as shown on the plans.<br />
3. Where required, construction joints shall be located near the midspan of slabs.<br />
4. Construction joints shall be located only where required or shown on accepted submittals.<br />
B. Weather Conditions:<br />
1. Cold Weather: Temperature of concrete delivered at job site shall conform to the following:<br />
Air Temperature<br />
Concrete Temperature<br />
30 to 45 degrees F. 55 to 90 degrees F.<br />
0 to 30 degrees F. 60 to 90 degrees F.<br />
Below 0 degrees F. 65 to 90 degrees F.<br />
a. Water heated to above 100 degrees F shall be combined with aggregates before cement is added. Do<br />
not add cement to water or aggregates having a temperature greater than 100 F.<br />
b. Conform to ACI 306.<br />
c. When the outdoor temperature is less than 40 degrees F, maintain temperature of concrete at not less<br />
than 50 degrees F for required curing time.<br />
2. Hot Weather: Temperature of concrete delivered at job site shall not exceed 95 degrees F. Add ice to<br />
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mixing water as required to control temperature of mixture.<br />
a. Conform to ACI 305.<br />
b. Make provisions for windbreaks, shading, fog spraying, sprinkling or wet cover when necessary.<br />
c. Use evaporation retarders, and finishing aids when necessary to achieve sound, durable surfaces.<br />
C. Composite Concrete / Steel Construction<br />
1. Do not place concrete until inspection and measuring requirements of the structural steel and composite<br />
metal floor deck and field welded shear stud specifications are complete.<br />
2. Where concrete is to be placed on unshored steel beams, take special care to prevent excessive deflection<br />
of beams during construction.<br />
3. For beam spans greater than forty feet, place concrete from the center of the beams, working towards both<br />
ends simultaneously.<br />
4. Concrete slabs placed on unshored steel beams shall be screeded to the required slab thickness above<br />
metal deck (i.e. shall not be leveled).<br />
D. Floor Flatness and Levelness Tolerances:<br />
1. Unshored suspended slabs: floor slab thickness shall not vary by more than 1/4 inch from design<br />
thickness. See Division 5 sections for steel frame tolerances. Laser leveling of floor slab surface shall not<br />
be used.<br />
3.04. FINISHING EXPOSED CONCRETE SURFACES<br />
A. General<br />
1. Comply with ACI 302.<br />
2. Double screed slabs at required elevations.<br />
3. Provide camber as required.<br />
4. Apply finishing products and cure in accordance with manufacturers' recommendations.<br />
B. Slab Surfaces<br />
1. Float Finish<br />
a. Locations<br />
(1) Initial finish for all horizontal surfaces<br />
(2) Method - after concrete has been placed, consolidated, struck off and leveled begin first float.<br />
Check levelness and correct as required during first float. Second float shall produce a uniform<br />
and true surface with a sandy texture.<br />
2. Smooth Trowel Finish<br />
a. Locations - all floor slabs except where specifically required otherwise.<br />
b. Method - Jitterbug or tamp surfaces, screed to proper elevation, then float with metal or wood floats.<br />
After concrete has set sufficiently to support weight, use mechanical floats to refinish leveling. After<br />
water sheen has disappeared from surfaces, trowel with steel trowel to smooth surface free from<br />
blemishes and trowel marks. Perform final troweling after concrete is so hard that no mortar<br />
accumulates on trowel and a ringing sound is produced as trowels are drawn over surfaces.<br />
3. Broom Finish<br />
a. Locations - Exterior flatwork surfaces.<br />
b. Method: After float finish, power-trowel and provide coarse striations with a stiff fiber brush. Orient<br />
grain across the width of walks and as directed in other areas. After brushing, provide indentations<br />
perpendicular to the slope of the ramp approximately 1/4th inch wide and deep and at 6 inch intervals<br />
with a metal grooving tool. Match texture of approved mock-up.<br />
4. Non-Slip Finish:<br />
a. Locations: Interior steel pan type stair treads and platforms, exterior concrete stair and ramps.<br />
b. Method: After floating, but before troweling, apply abrasive aggregate to surface in accordance with<br />
manufacturer's recommendations, then steel trowel to a smooth, even finish. Rub finished surfaces<br />
with abrasive stone or sandblast to remove laitance or cement coating in order to expose abrasive<br />
aggregate.<br />
C. Saw-Cutting Concrete Slabs-on-Grade<br />
1. Saw joints as soon as possible after finishing, but only after concrete is hard enough. Concrete is hard<br />
enough when saw blade does not dislodge aggregate and when edges of sawcut do not ravel.<br />
2. Joints shall be a minimum of 1/4 inch wide and 1/4 of the slab thickness deep.<br />
3. Formed strips may be used in lieu of saw-cutting in the same locations and to equal depth as sawn joints.<br />
D. Formed Surfaces<br />
1. General: Holes resulting from the removal of bolts or tie rods shall be solidly filled with cement grout.<br />
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Fill holes passing entirely through concrete members from the inside face with a plunger-type grease gun<br />
or other device that will force the mortar through to the outside face.<br />
2. Rough Form Finish: for surfaces not exposed to view<br />
a. Remove fins exceeding 1/4th inch in height, and grind bulges that interfere with other trades.<br />
b. Fill holes and honeycombs.<br />
3. Smooth Form Finish: for surfaces exposed to view<br />
a. Remove all fins, bulges and unsightly form marks.<br />
b. Fill holes and honeycombs to match surrounding concrete surfaces.<br />
c. Provide rubbed finish where satisfactory form finish cannot be achieved.<br />
4. Rubbed Finish<br />
a. Apply finish as soon as possible after casting concrete, no later than the day following form removal.<br />
b. Wet surface and rub with carborundum brick or other abrasive to produce uniform color and texture.<br />
c. Form tie holes and honeycombs shall be patched and dressed to match color and texture of<br />
surrounding concrete.<br />
5. Grout Cleaned Finish<br />
a. Thoroughly clean surfaces to be finished.<br />
b. Mix 1 part Portland cement and 1 1/2 parts fine sand with sufficient water to produce a grout with the<br />
consistency of thick paint. Use white cement as necessary to match color of surrounding concrete.<br />
Wet concrete surfaces to prevent absorption of water from the grout. Apply grout uniformly, filling<br />
all holes and air bubbles. Remove excess grout. After initial set, rub surface with burlap. Wet cure<br />
for minimum 36 hours after final rubbing.<br />
3.05. CURING AND PROTECTION<br />
A. General: Beginning immediately after placement, protect concrete from premature drying, excessively hot or<br />
cold temperatures and mechanical damage.<br />
B. Preservation of Moisture: protect surfaces not in contact with forms from moisture loss with one of the<br />
following methods immediately after finishing and continuing for a period of at least 7 days:<br />
1. Ponding or continuous sprinkling<br />
2. Application of absorptive mats or fabric kept continuously wet.<br />
3. Application of sand kept continuously wet.<br />
4. Continuous application of steam or mist.<br />
5. Application of waterproof sheet materials.<br />
6. Application of curing compound in conformance with ASTM C309, "Specification for Liquid Membrane-<br />
Forming Compounds for Curing Concrete". Apply curing compounds in accordance with manufacturer's<br />
recommendations. Do not use curing compound on any surface against which additional concrete is to be<br />
placed or other material is to be bonded unless it is proven that the compound will not inhibit bonding, or<br />
positive measures are taken to completely remove the compound from areas to received bonded materials.<br />
C. Protect surfaces cast against forms from moisture loss by keeping forms wet until removed. After form<br />
removal, protect exposed surfaces by one of the methods specified.<br />
D. Curing shall be continued for a period of 7 days for Type I cement, or 3 days for Type III cement, or until tests<br />
indicate that the concrete has attained 70 percent of required strength.<br />
3.06. FIELD QUALITY CONTROL<br />
A. Laboratory Testing and Inspection<br />
1. Concrete Compression Testing: Secure composite samples in accordance with ASTM C172. Make one<br />
strength test for each 100 cubic yards or fraction thereof of each mix design of concrete placed in any<br />
single day. A single strength test shall consist of 4 cylinders: one to be tested at 7 days age; two to be<br />
tested at 28 days age; and one reserved for future test if requested. Mold and cure specimens from each<br />
sample in accordance with ASTM C31. Test concrete specimens in accordance with ASTM C39.<br />
2. Determine slump for each strength test and whenever consistency of concrete appears to vary, in<br />
accordance with ASTM C143.<br />
3. Determine total air content of normal-weight concrete sample for each strength test in accordance with<br />
ASTM C231.<br />
4. Determine temperature of concrete sample for each strength test.<br />
5. Inspection and Monitoring:<br />
a. Inspect concrete mixing and loading of transit-mix trucks at plant.<br />
b. Monitor addition of water to concrete at job site and length of time concrete is allowed to remain in<br />
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truck during pour.<br />
c. Certify each delivery ticket indicating class of concrete delivered (or poured), amount of water added<br />
and time at which cement and aggregate were discharged into truck, and time at which concrete was<br />
discharged from truck.<br />
B. Contractor's Responsibilities<br />
1. Furnish necessary labor to assist testing agency in obtaining and handling samples at job-site.<br />
2. Advise testing agency in advance of operations to allow for assignment of testing personnel and testing.<br />
3. Provide and maintain for use of testing agency adequate facilities for proper curing of concrete test<br />
specimens on project site in accordance with ASTM C31.<br />
C. Evaluation and Acceptance<br />
1. Strength level of a given class of concrete will be considered satisfactory if each of the three following<br />
requirements is met for that class of concrete:<br />
a. Average of all sets of three consecutive strength test results equal or exceed specified strength.<br />
b. No individual strength test result (average of two cylinders) falls below specified strength by more<br />
than 500 psi.<br />
c. 90 percent of strength test results equal or exceed specified strength.<br />
2. Concrete strength tests made and tested by testing laboratory shall be sole criteria of concrete strength<br />
unless in-situ tests are made in accordance with Building Code by a qualified independent testing<br />
laboratory. Concrete for which strength tests do not meet criteria for acceptance shall be considered<br />
inadequate until proven otherwise.<br />
3. Completed concrete work will be accepted when the requirements of ACI 301, Chapter 18, have been<br />
complied with.<br />
4. In any case, where strength tests of concrete fail to meet criteria specified herein, Architect shall be sole<br />
judge of structural adequacy of concrete. In such case, burden of proof of structural adequacy shall be<br />
responsibility of Contractor. Strength evaluation shall conform to requirements of ACI 318, Chapters 5<br />
and 20. If strength evaluation testing indicates that structure is of inadequate strength; portions of structure<br />
in question shall be repaired or removed and replaced as directed by Architect at no additional expense to<br />
Owner. If strength tests fall below specified strength, but not so low as to cause concern for structural<br />
adequacy, Architect may request improved conditions of curing or modification of design mixes to<br />
improve strength.<br />
3.07. CLEANING<br />
A. Upon completion of the work, remove forms, equipment, protective coverings and any rubbish resulting<br />
therefrom from the premises. Finished concrete surfaces shall be left in a clean condition, satisfactory to the<br />
Owner. After sweeping with an ordinary broom and removing mortar, concrete droppings, loose dirt, and<br />
mud, wash concrete floors and platforms with soap suds and scrub with a steel fiber brush. Mop up the suds<br />
and flush the surfaces with clean water. Provide adequate measures during scrubbing, mopping, and flushing<br />
operations to keep excessive or injurious amounts of water off resilient tile floors. Any damage occasioned to<br />
such floors by or on account of such operations shall be promptly, effectively and satisfactorily repaired.<br />
B. Remove all concrete not required by the Drawings caused by overpour, bulging or collapse of forms or error in<br />
form construction.<br />
1. Remove bulges from sides of walls.<br />
END OF SECTION<br />
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SECTION 03411<br />
CONCRETE WALL PANELS<br />
PART 1 - GENERAL<br />
1.01. SUMMARY<br />
A. This section covers the fabrication and erection of precast concrete panels and related items complete<br />
including inserts, reinforcing steel and installation in precast concrete panels of items of work furnished under<br />
other sections of the Specifications; including, but not limited to, the following:<br />
1. Prepare test panels of concrete mix and finish.<br />
2. Construct forms, place all embeds, inserts, etc.<br />
3. Place concrete, consolidate and cure.<br />
4. Finish panels and repair defects.<br />
5. Erect panels and connect to structure.<br />
1.02. GENERAL<br />
A. Precast concrete panels shall be cast at the job site on a suitable casting bed, or they may be purchased from a<br />
panel supplier. It is the intent of these Specifications to obtain precast concrete panels produced in a neat and<br />
workmanlike manner in the sizes and shapes as shown without deformations, bulges, honeycombs, etc., with a<br />
finish to match the accepted test panels, and as described on the Drawings.<br />
B. Qualifications: Panels shall be constructed by a Contractor having a minimum of 5 years' experience in related<br />
construction, and shall be erected by an erector with a minimum of 5 years' experience in the erection of<br />
precast concrete.<br />
1.03. DESIGN<br />
A. Design panels for handling and erection stresses, including locating pick-up points, design of lifting inserts,<br />
temporary bearing points, and bracing. Determine number and location of lifting inserts and panel stiffeners<br />
required to lift panels without surface cracking. Provide auxiliary reinforcement where required at points of<br />
stress concentration. Design of crane rigging and lifting inserts shall be in accordance with insert<br />
manufacturer's recommendations regarding impact factor to be applied to panel weight and factor of safety<br />
against insert failure. Include in the analysis the effects of openings and any architectural shapes and recesses.<br />
1.04. SUBMITTALS<br />
A. Before commencing any precast concrete panel work, submit one (1) sepia and one print of shop and<br />
installation drawings for each different wall panel including reinforcing steel, metal inserts, lifting inserts,<br />
proposed bracing details and form layouts for the review of the Architect. Show the location of the center of<br />
gravity of each panel and give the calculated panel weight and lifting insert capacity. Panels for which such<br />
drawings have not yet been reviewed shall not be fabricated. Such review will cover the general locations,<br />
spacing and details of design only. Quantities of materials, tolerances, locations of embedded items and fit of<br />
panels are the responsibility of the Contractor.<br />
B. Submit manufacturer's data for the following:<br />
1. Bond breaker.<br />
2. Form release agent.<br />
3. Retarder.<br />
4. Integral coloring compounds.<br />
C. Submit samples of reglets, bevels, chamfers and all other items embedded or part of the formwork which affect<br />
the final appearance or detail of the panels.<br />
1.05. QUALITY CONTROL<br />
A. Laboratory Testing: Refer to Section 01410.<br />
B. Acceptance of Panels: The accepted sample panels and/or mock-up shall be the standard of acceptance for<br />
color, texture, finish and detail. Panels which are damaged during handling and erection beyond reasonable<br />
repair shall be replaced without additional cost.<br />
1.06. SAMPLE PANELS<br />
A. Construct 24 inch x 24 inch x 2 inch thick sample panels of each type of aggregate and finish required on the<br />
Project for review by Architect. Sample panels shall be finished in the manner proposed for the finished<br />
product. Furnish additional samples until acceptance is obtained for each type of finish and aggregate required.<br />
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Accepted samples shall remain on the job for comparison to the finished product throughout the course of the<br />
work.<br />
PART 2 - PRODUCTS<br />
2.01. REFER TO THE FOLLOWING SECTIONS:<br />
A. Structural Concrete: Section 03300.<br />
B. Concrete Reinforcing: Section 03200.<br />
C. Embedded Metal Assemblies and Inserts: Section 03250.<br />
2.02. MISCELLANEOUS PRODUCTS:<br />
A. Bond Breaker: Silcoseal 2000F as manufactured by the Nox-Crete Company, Omaha, Nebraska.<br />
2.03. FINISHES AND EXPOSED AGGREGATE:<br />
A. Special aggregates and finishes on faces of panels shall be as shown on Drawings.<br />
PART 3 - EXECUTION<br />
3.01. FORMWORK<br />
A. The design layout and engineering of formwork, as well as its construction, shall be the responsibility of the<br />
Contractor. Panels must be square and plumb and conform to the shapes shown on the Drawings.<br />
B. All necessary forms and molds shall be built to conform to the shapes, lines and dimensions of the different<br />
wall panels. Forms shall be set to line and grade, so braced and secured to withstand the placing of the<br />
concrete and maintain their shapes and positions. Under no circumstances shall the floor slab be broken or<br />
drilled to fasten the forms. Forms shall be sufficiently tight and substantially assembled to prevent bulging or<br />
leakage of mortar. Forms shall be assembled in such manner to facilitate their removal without damage to the<br />
concrete.<br />
C. Construct forms with such care to produce concrete surfaces which will not leave unsightly or objectionable<br />
form marks in exposed concrete surfaces. Lumber once used as forms shall have all nails withdrawn therefrom<br />
and the contact surfaces thoroughly cleaned and coated before reuse.<br />
D. Accurately and securely place wood strips, weld plates, steel angles, blocking, molding, nailers, etc. in forms<br />
as required to produce finished profiles, and surfaces shown on the Drawings. Coat wood strips, blocking and<br />
moldings with form sealer. Special care shall be exercised in placing of concrete to avoid moving of inserts or<br />
embedded items and to keep from scouring the bond breaker from the casting surfaces.<br />
E. The Contractor shall furnish the bond breaker solution, and it shall be applied on the casting surface and on the<br />
side forms in strict accordance with manufacturer's instructions.<br />
3.02. REINFORCING STEEL<br />
A. Shall be of sizes, shapes, length, spacing and other dimensions shown, shall be placed where and as detailed<br />
on the Drawings, or as reasonably required to fulfill the intent and meaning of the Drawings and<br />
Specifications. Before being placed in the work, reinforcement shall be thoroughly cleaned of rust, mill scale<br />
or other coatings which might tend to reduce or destroy the bond.<br />
B. Concrete wall surfaces shall be free of rust stains. Clip tie wires to prevent contact with forms and casting<br />
surface. Concrete cover over reinforcing steel shall not be less in any direction than 2 inches for exterior faces<br />
and one inch for interior faces.<br />
3.03. MIXING AND PLACING CONCRETE<br />
A. Concrete shall be mixed and placed in conformance with the requirements of Section 03300. Concrete shall<br />
be vibrated continuously during the process of pouring until the full thickness is reached and all water is<br />
brought to the surface.<br />
3.04. FINISHING CONCRETE WALL SURFACES<br />
A. Refer to Section 03300.<br />
3.05. TOLERANCES<br />
A. Precast concrete panels, after curing and aging, shall be true to size within the following tolerances:<br />
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1. Warpage: Not to exceed one-eighth (1/8) inch per six (6) feet of length.<br />
2. Linear Shrinkage: Shrinkage in any dimension shall not exceed plus or minus one-eighth (1/8) inch.<br />
3. Squareness: No unit shall be more than one-eighth (1/8) inch in six (6) feet out of square.<br />
4. Location of Inserts: In locations shown on drawings without any deviations.<br />
5. Reinforcing: Within plus or minus one-fourth (1/4) inch of the position given on shop drawings.<br />
3.06. CURING AND PROTECTION<br />
A. Protect freshly placed concrete from washing by rain, flowing water, etc. Do not allow the concrete to dry out<br />
from the time it is deposited in the forms until the expiration of the curing period. Finished surfaces shall be<br />
cured with black polyethylene film secured tightly to the form to prevent evaporation of moisture. In no case<br />
shall the covering be removed before a period of at least seven (7) days has elapsed after the placing and<br />
finishing of the concrete. Curing liquid, if used, shall be applied in accordance with the recommendations of<br />
the manufacturer of the material approved for use, and to sufficient extent to effectively hold the moisture in<br />
the concrete.<br />
3.07. LIFTING AND ERECTION OF PANELS<br />
A. The Contractor shall not lift panels out of forms until the panels have gained a compressive strength of 2500<br />
psi. Panels shall be stored and cured in a flat position to prevent warpage.<br />
B. The panels shall be sufficiently braced until attached to the floor and roof structural assemblies. Panels shall<br />
be accurately positioned and plumbed before welding connection plates and expansion joint material shall be<br />
cemented to the end face of an erected panel before the adjacent panel is set. All lifting and erection shall be<br />
accomplished in a neat and workmanlike manner to prevent cracking, breaking or damaging panels or other<br />
work in any way.<br />
1. Damaged Panels: Any panels showing defects of any kind shall be set only at the risk of the Contractor.<br />
All defects shall be repaired to the satisfaction of the Architect, or shall be replaced; to the end that all<br />
panels, upon completion of the work, be acceptable in every detail.<br />
2. Setting: Set panels and anchor to the structure as detailed on the Drawings.<br />
3.08. TEMPORARY BRACING OF PANELS<br />
A. Provide temporary bracing for panels to resist lateral wind pressures required by the Building Code. Bracing<br />
shall remain in place until permanent structural bracing system is installed and connections are complete.<br />
END OF SECTION<br />
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SECTION 03600<br />
GROUTING STEEL BASE PLATES<br />
PART 1 - GENERAL<br />
1.01. SUMMARY<br />
A. Section Includes<br />
1. Grout for steel baseplates<br />
1.02. REFERENCE STANDARDS<br />
A. American Society for Testing and Materials:<br />
1. ASTM C1090, Standard Test Method for Measuring Changes in Height of Cylindrical Specimens from<br />
Hydraulic Cement Grout<br />
2. ASTM C1107, Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Non-Shrinkable)<br />
B. Corps of Engineers:<br />
1. CRD-C621, Specification for Non-Shrink Grout.<br />
1.03. SUBMITTALS<br />
A. Product Data: submit manufacturer's data indicating product compliance for the following:<br />
1. Non-shrink grout.<br />
B. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
C. Local / Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
D. Submit information on EPA Waste Minimization Priority Chemicals associated with products provided under<br />
work of this Section. For each Priority Chemical, indicate whether the Priority Chemical is produced as a byproduct<br />
during manufacture and whether it is contained in the final product. Indicate amount produced during<br />
manufacture and the amount contained in final product in terms of percentage by weight per unit of product.<br />
1.04. DELIVERY, STORAGE AND HANDLING<br />
A. Store grout materials in dry condition above ground.<br />
PART 2 - PRODUCTS<br />
2.01. MATERIALS<br />
A. Non-Shrink Grout:<br />
1. Pre-mixed non-shrinking, high strength grout.<br />
2. Compressive strength in 28 days: 5000 psi minimum, but not less than specified strength of base<br />
concrete.<br />
3. Comply with ASTM C1107, and CRD-C621.<br />
4. Non-oxidizing, if grout will be permanently exposed to view.<br />
5. Exhibits positive expansion when testing in accordance with ASTM C1090.<br />
6. Acceptable products:<br />
a. Euco N-S Grout, manufactured by Euclid Chemical Co.<br />
b. Masterflow 713, manufactured by Master Builders Co.<br />
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Section 03600<br />
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2.02. ENVIRONMENTALLY PREFERABLE PRODUCTS<br />
A. To the greatest extent possible, provide products and materials that promote stewardship of the earth's<br />
resources, promote good indoor environmental quality (IEQ), and promote efficiencies in operational<br />
performance.<br />
B. Provide products listed on the EPA Comprehensive Procurement Guidelines to the greatest extent practicable.<br />
C. Provide products listed on the USGBC Directory of Products and Services to the greatest extent possible.<br />
2.03. RECYCLED CONTENT<br />
A. Provide material with maximum amount of recycled content available that achieves performance requirements<br />
of this Section.<br />
2.04. REGIONAL MATERIALS<br />
A. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section.<br />
PART 3 - EXECUTION<br />
3.01. PREPARATION<br />
A. Surface preparation:<br />
1. Clean slab or foundation of dirt and loose material down to sound concrete.<br />
2. Remove oil, grease, and paint from areas of base plates or foundations to be grouted.<br />
3. Roughen adjacent concrete surfaces where possible.<br />
4. Thoroughly wet concrete contact area at least 4 hours prior to grout placement, or as instructed by grout<br />
manufacturer. Keep wet, and remove excess water prior to placement.<br />
B. Mixing<br />
1. Use mechanical mortar mixer.<br />
2. Use the minimum amount of mixing water needed for placement.<br />
3. Comply with manufacturer's recommendations for:<br />
a. Quantity of water used in mix.<br />
b. Length of mixing time.<br />
c. Pot life.<br />
d. Retempering.<br />
C. Forms<br />
1. Use side forms if grout space is thicker than 1-1/2 inches.<br />
2. When forms are required, use strong, securely anchored forms, sealed to prevent grout leakage.<br />
3. Remove forms only after grout is completely self-supporting.<br />
3.02. APPLICATION<br />
A. Placement and Consolidation<br />
1. Bearing plates shall be fully grouted, without cavities, pockets, or air bubbles.<br />
2. Place grout continuously, and from one side to avoid entrapment of air pockets and to ensure good<br />
consolidation.<br />
3. Remove voids by rodding and vibrating during placement.<br />
4. Do not overwork grout.<br />
5. Use grout holes for baseplates larger than 24 inches in width.<br />
B. Curing<br />
1. Comply with manufacturer's recommendations for curing.<br />
2. Do not vibrate or disturb grout during curing period.<br />
END OF SECTION<br />
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Section 04100<br />
Page 1<br />
SECTION 04100<br />
MORTAR AND GROUT<br />
PART 1 - GENERAL<br />
1.1 GENERAL REQUIREMENTS<br />
A. The requirements of Division 1 apply to all Work of this Section.<br />
1.2 SCOPE<br />
A. Provide all materials, labor and accessories as required and specified for complete mortar and grout<br />
installation in masonry walls.<br />
1.3 RELATED WORK (See also Table of Contents):<br />
A. Structural Concrete: Section 03300.<br />
B. Concrete Unit Masonry: Section 04210.<br />
C. Concrete Reinforcing: Section 03200.<br />
1.4 QUALITY ASSURANCE<br />
A. Standards and References: (Latest Edition unless otherwise noted)<br />
1. ASTM C144, Aggregate for Masonry Mortar.<br />
2. ASTM C150, Portland Cement.<br />
3. ASTM C207, Hydrated Lime for Masonry Purposes<br />
4. ASTM C270, Standard Specification for Mortar For Unit Masonry<br />
5. ASTM C404, Aggregates for Grout<br />
6. ASTM C476, Standard Specification for Grout for Masonry<br />
7. ASTM C1019, Method of Sampling and Testing Grout<br />
8. CBC Section 2103A<br />
9. 2010 California Building Code(CBC), with State of California Amendments<br />
10. Masonry Standards Joint Committee (MSJC)<br />
B. Tests and Inspections:<br />
1. A testing program is required prior to start of construction. Testing program to be done in<br />
Compliance with the 2010 CBC requirements and in collaboration with Testing Laboratory,<br />
Design team, contractor, owner and submitted for review by the agency in charge of building<br />
enforcement. Requirements below are minimum requirements; additional requirements may be<br />
required in final testing program.<br />
2. All tests and inspections herein are to be performed by an independent testing laboratory approved<br />
by the building official.<br />
3. Mortar and Grout Tests: At the beginning of Masonry Work, at least 1 test sample each of mortar<br />
and grout shall be taken on 3 successive working days, then once per week with at least one sample<br />
taken for each 5000 square feet of wall area, or fraction thereof.<br />
a. Test specimens shall be made in accordance with ASTM C1019 for grout and ASTM C780<br />
for mortar.<br />
b. Test specimens shall be continuously stored in moist air until tested.<br />
c. Mortar shall show a compressive strength of not less than 1800 psi at 28 days. Grout shall<br />
show a compressive strength of not less than 2000 psi at 28 days.<br />
4. A special inspector shall be employed per CBC Section 1704A during the placement of all units,<br />
placement of all reinforcing steel, during all grouting operations and during taking of all test<br />
specimens.<br />
C. Submittals:<br />
1. Mix design for mortar and grout shall be submitted for review.<br />
2. Supplier’s certificates indicating materials comply with the specifications below. They shall<br />
include but are not necessarily limited to:<br />
a. Aggregates<br />
b. Cement<br />
c. Admixtures<br />
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2. Product data. Unless otherwise indicated, submit the following for each type of product provided<br />
under work of this Section:<br />
1. Recycled Content:<br />
a. Indicate recycled content; indicate percentage of pre-consumer and post-consumer<br />
recycled content per unit of product.<br />
b. Indicate relative dollar value of recycled content product to total dollar value of product<br />
included in project.<br />
c. If recycled content product is part of an assembly, indicate the percentage of recycled<br />
content product in the assembly by weight.<br />
d. If recycled content product is part of an assembly, indicate relative dollar value of<br />
recycled content product to total dollar value of assembly.<br />
3. Local/Regional Materials:<br />
a. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate<br />
distance between extraction, harvesting, and recovery and the project site.<br />
b. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance<br />
between manufacturing facility and the project site.<br />
c. Product Value: Indicate dollar value of product containing local/regional materials;<br />
include materials cost only.<br />
d. Product Component(s) Value: Where product components are sourced or manufactured<br />
in separate locations, provide location information for each component. Indicate the<br />
percentage by weight of each component per unit of product.<br />
PART 2 - PRODUCTS<br />
2.1 MATERIALS<br />
A. Cement: ASTM C 150, Type I or II, low alkali; natural gray.<br />
B. Hydrated Lime: ASTM C 207, Type S.<br />
C. Quicklime: ASTM C 5.<br />
D. Lime Putty: Made from hydrated lime or quicklime.<br />
1. If made from quicklime, other than processed pulverized quicklime, slake lime and then screen<br />
through a No. 16 mesh sieve. Before using, store and protect slaked and screened lime putty for<br />
not less than 10 days.<br />
2. Processed pulverized quicklime shall be slaked for not less than 48 hours, and shall be cool when<br />
used.<br />
3. Lime putty prepared from hydrated lime may be used immediately after mixing.<br />
4. Lime putty prepared from quicklime or pulverized quicklime shall have a plasticity figure, after<br />
slaking and screening, of not less than 200, and shall weigh not less than 83 lbs. per cubic foot.<br />
Lime putty prepared from hydrated lime shall conform to ASTM C 207, Type S.<br />
E. Aggregate:<br />
1. For Mortar: ASTM C144.<br />
2. For Grout: ASTM C404.<br />
F. Admixture: “Sika Grout Aid”<br />
G. Water: Suitable for domestic consumption.<br />
2.2 MORTAR<br />
A. Mortar shall be Type S having a 28 day compressive strength of not less than 1800 psi, and shall<br />
conform to CBC Section 2103A.8.<br />
B. Mortar shall be made with admixtures that are proportioned, added and mixed in strict accordance with<br />
manufacturer's directions.<br />
C. Mortar mix shall be proportioned by volume; one part portland cement, not less than 1/4 part nor more<br />
than ½ part lime putty, and sand totaling not less than 2¼ nor more than 3 times sum of volumes of<br />
cement and lime used.<br />
1. Total clay content shall not exceed 2% of sand content or 6% of cement content.<br />
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D. Provide material with maximum amount of recycled content available that achieves performance<br />
requirements of this Section, Part 2.2, A.<br />
2.3 GROUT<br />
A. Grout shall have a 28-day compressive strength of not less than 2000 psi. Proportion by volume, and<br />
with sufficient water to produce consistency for pouring without segregation so that grout will flow into<br />
masonry joints. Grout shall conform to CBC Section 2103A.12.<br />
B. Fine Grout: 1 part portland cement, to which may be added not more than 1/10 part lime putty, and 3<br />
parts sand.<br />
1. Fine grout shall be used for all grout spaces less than 3" wide.<br />
C. Coarse Grout: 1 part portland cement, to which may be added not more than 1/10 part lime putty, 3<br />
parts sand and not less than 1 part nor more than 2 parts pea gravel (3/8” maximum aggregate size).<br />
1. Coarse grout shall be used in grout spaces 3" wide or more.<br />
D. Add “Sika Grout Aid” admixture to grout at the rate of 1 pound per 100 pounds cementititous material.<br />
E. Provide material with maximum amount of recycled content available that achieves performance<br />
requirements of this Section, Part 2.3, A.<br />
PART 3 - EXECUTION<br />
3.1 MIXING MORTAR AND GROUT<br />
A. Accurately measure materials in suitably calibrated devices; shovel measurements are not acceptable.<br />
Each 94lb. sack of portland cement will be considered as 1 cubic foot.<br />
B. Place sand, cement and water in mixer in that order and mix for at least 2 minutes; then add lime putty<br />
and continue mixing as long as necessary to secure a uniform mass, but in no case less than 10 minutes.<br />
C. Use mixers of at least 1 sack capacity; batches requiring fractional sacks will not be permitted unless<br />
cement is weighed for each batch.<br />
3.2 GROUTING PROCEDURES<br />
A. Specified under Sections 04210.<br />
3.3 RETEMPERING<br />
A. When necessary to re-temper mortar, add water and remix; retempering by dashing water over mortar<br />
will not be permitted.<br />
B. Any mortar which is unused within 30 minutes after initial mixing and any mortar that has begun to set<br />
shall not be used.<br />
3.4 DEFECTIVE MORTAR OR GROUT<br />
A. Should the strength of mortar or grout fall below that specified, remainder of Work shall be adjusted to<br />
reach required strength. Work in place representing inferior grout and mortar and indicating a strength<br />
less than the minimum specified shall be tested by taking and testing core samples. Number and<br />
location of cores shall be determined by Structural Engineer.<br />
B. Should compression tests of cores fail to meet required strength, masonry shall be deemed to be<br />
defective and shall be removed and replaced at no cost to Owner.<br />
C. Costs relative to taking and testing of core samples shall be paid by Owner and will be deducted from<br />
Contract Amount. Cost of patching core holes shall be borne by Contractor.<br />
END OF SECTION<br />
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Section 04210<br />
Page 1<br />
SECTION 04210<br />
CONCRETE UNIT MASONRY<br />
PART 1 - GENERAL<br />
1.1 GENERAL REQUIREMENTS<br />
A. The requirements of Division 1 apply to all Work of this Section.<br />
1.2 SCOPE<br />
A. Furnish and install all concrete unit masonry, reinforcement, and all required accessories and materials<br />
as shown on the Drawings and specified here.<br />
1. Cooperate with other trades for embedded items, furnished under those sections and installed here.<br />
2. Supervise setting of dowels for masonry furnished and installed under Section 03200, Concrete<br />
Reinforcing.<br />
1.3 RELATED WORK (See also Table of Contents):<br />
A. Concrete Reinforcing: Section 03200.<br />
B. Structural Concrete: Section 03300.<br />
C. Mortar and Grout: Section 04100.<br />
D. Structural Steel: Section 05100.<br />
E. Miscellaneous Metal: Section 05500.<br />
1.4 QUALITY ASSURANCE<br />
A. Allowable Tolerances: Maximum deviation from indicated line or plane of installed concrete masonry<br />
units shall not exceed 1/8 inch in 10 feet in any direction.<br />
B. Standards and References: (Latest Edition unless otherwise noted):<br />
1. 2010 California Building Code (CBC) with State of California Amendments.<br />
2. ASTM C90 - Hollow and Solid Load Bearing Concrete Masonry Units<br />
3. ASTM C140 - Sampling and Testing of Concrete Masonry Units<br />
4. ASTM C426 - Standard Test Method for Drying Shrinkage Concrete Block.<br />
5. CBC Section 2103A.1, 2103A.2, 2103A.13.<br />
6. Concrete Masonry Design Manual published for the Concrete Masonry Association of California<br />
and Nevada, current Edition.<br />
7. Masonry Standards Joint Committee (MSJC).<br />
C. Submittals: Refer to Section 01340 for submitting the following items:<br />
1. Suppliers certificate indicating units comply with material standards indicated below:<br />
2. Product data. Unless otherwise indicated, submit the following for each type of product provided<br />
under work of this Section:<br />
1. Recycled Content:<br />
a. Indicate recycled content; indicate percentage of pre-consumer and post-consumer<br />
recycled content per unit of product.<br />
b. Indicate relative dollar value of recycled content product to total dollar value of product<br />
included in project.<br />
c. If recycled content product is part of an assembly, indicate the percentage of recycled<br />
content product in the assembly by weight.<br />
d. If recycled content product is part of an assembly, indicate relative dollar value of<br />
recycled content product to total dollar value of assembly.<br />
3. Local/Regional Materials:<br />
a. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate<br />
distance between extraction, harvesting, and recovery and the project site.<br />
b. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance<br />
between manufacturing facility and the project site.<br />
c. Product Value: Indicate dollar value of product containing local/regional materials;<br />
include materials cost only.<br />
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d. Product Component(s) Value: Where product components are sourced or manufactured<br />
in separate locations, provide location information for each component. Indicate the<br />
percentage by weight of each component per unit of product.<br />
4. See Section 03200 for concrete reinforcing submittals.<br />
D. Tests and Inspections:<br />
1. A testing program is required prior to start of construction. Testing program to be done in<br />
Compliance with the 2010 CBC requirements and in collaboration with Testing Laboratory,<br />
Design team, contractor, owner and submitted for review by the agency in charge of building<br />
enforcement. Requirements below are minimum requirements; additional requirements may be<br />
required in final testing program.<br />
2. All tests and inspections herein are to be performed by an independent testing laboratory approved<br />
by local jurisdiction.<br />
3. Test three sample units prior to construction. Test also three sample units during construction for<br />
every 5,000 square feet of wall area.<br />
a. Units will be tested for compressive strength on both the net and gross area per ASTM C140.<br />
b. Units will be tested for linear drying shrinkage per ASTM C426.<br />
1.5 PRODUCT HANDLING<br />
A. Scaffolding, runways and ladders required for work under this Section shall be provided by masonry<br />
contractor, and shall be heavy trades type substantially built and in compliance with State labor laws,<br />
safety codes and other regulatory agencies as applicable to this project.<br />
B. Environmental Requirements: Install concrete unit masonry when temperature in area surrounding work<br />
is 40° F or above. Maintain temperature of work above 40° F for at least 48 hours after installation.<br />
Grout shall not be placed when air temperatures fall below 20° F.<br />
C. Store masonry units off the ground in a dry location, covered and protected from absorbing moisture.<br />
PART 2 - PRODUCTS<br />
2.1 MASONRY UNITS<br />
A. Masonry units shall be hollow load bearing masonry units conforming to ASTM C90 and CBC Section<br />
2102A.3.1.<br />
1. Weight: Light weight.<br />
2. Maximum lineal shrinkage from saturated to oven dry condition of not more than 0.065 percent.<br />
3. Twenty-eight day compressive strength of 1000 psi on gross area and 1900 psi on net area.<br />
B. Unit Type<br />
1. 8" wide by 8" high x 16" long unless specified otherwise.<br />
C. Unit Finish<br />
1. Ground Face (outside)<br />
2. Color: D113 D. Manufacturers: Subject to compliance with requirements, provide products of one of<br />
the following:<br />
1. Basalite*<br />
2. Greystone<br />
3. Approved equal<br />
Asterisk (*) indicates manufacturer used for selection of colors and texture.<br />
E. Provide bond beam units, open end units and other special units as indicated. Use open end units at<br />
cells containing vertical reinforcement wherever possible.<br />
F.. Provide material with maximum amount of recycled content available that achieves performance<br />
requirements of this Section, Part 2,, A.<br />
2.2 MORTAR AND GROUT<br />
A. Specified under Section 04100.<br />
2.3 ACCESSORY MATERIALS<br />
A. Reinforcing Bars: ASTM A615, Grade 40 or 60, as indicated in Section 03 21 00, deformed bars.<br />
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1. Tie Wire: Black annealed steel wire not lighter than 16 gage.<br />
B. Provide spacers to firmly hold reinforcement in place.<br />
C. Anchor Bolts: All anchor bolts cast in masonry shall be headed bolts with cut threads conforming to<br />
ASTM A307 or ASTM A36 or ASTM A572.50 as indicated on drawings.<br />
D. Expansion Anchors: All expansion bolts installed in masonry shall be Hilti Kwik Bolt 3 as<br />
manufactured by Hilti Inc. See Structural Drawings for installation requirements and tension testing<br />
requirements as applicable. See Drawings for special head requirements as needed. Substitution of<br />
other brands or anchors shall proceed only after written approval from the Structural Engineer has been<br />
obtained.<br />
2.4 JOINTS<br />
A. All joints shall be 3/8” thick joints for concrete block, Tool exposed interior and exterior joints and<br />
concealed exterior joints to produce a dense slightly concave surface that is well bonded to unit at<br />
edges.<br />
2.5 SEALER<br />
A. Contractor shall provide and install minimum two coats, Thoroseal masonry sealer at all CMU walls.<br />
Thoroseal product shall meet all state vapor requirements. Sealer shall be clear and non-gloss product.<br />
PART 3 - EXECUTION<br />
3.1 EXAMINATION<br />
A. Examine areas to receive masonry and verify following:<br />
1. That foundation surface is level to permit bed joint with range of 1/4 to 3/4 inch.<br />
2. That edge is true to line to permit projection of masonry to less than 1/4-inch.<br />
3. That projecting dowels are free from loose scale, dirt, concrete, or other bond-inhibiting<br />
substances and properly located.<br />
B. Do not begin work before unsatisfactory conditions have been corrected.<br />
3.2 PREPARATION<br />
A. Clean concrete surfaces to receive masonry. Remove latence or other foreign material lodged in<br />
surfaces by sandblasting or other means as required. Joints between concrete and masonry shall be<br />
considered construction joints. See Concrete specifications.<br />
B. Ensure masonry units are clean and free from dust, dirt, or other foreign materials before laying.<br />
C. Establish lines, levels, and coursing. Protect from disturbances.<br />
D. Provide temporary bracing during erection of masonry work. Maintain in place until masonry has set to<br />
provide permanent bracing.<br />
3.3 COURSING<br />
A. Erect masonry in accordance with CBC Section 2104A.1.2.<br />
B. Place masonry to lines and levels indicated to the following tolerances:<br />
1. Variation from Unit to Adjacent Unit: 1/32-inch max.<br />
2. Variation from Plane of Wall: 1/4-inch in 10 feet.<br />
3. Variation from Plumb: 1/4-inch.<br />
4. Variation from Level Coursing: 1/8-inch in 3 feet; 1/4-inch in 10 feet; ½-inch maximum.<br />
5. Variation of Joint Thickness: 1/8-inch in 3 feet.<br />
C. Bond: Unless noted otherwise, lay concrete masonry units in stacked bond.<br />
D. Maintain masonry courses to uniform width. Make vertical and horizontal joints equal and of uniform<br />
thickness.<br />
E. Preserve the vertical continuity of cells in concrete unit masonry. The minimum clear horizontal<br />
dimensions of vertical cores shall be 3 x 3 inches for 8-inch wide block.<br />
3.4 PLACING AND BONDING<br />
A. Do not install cracked, broken or chipped masonry units.<br />
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B. Lay only dry concrete masonry units.<br />
C. Lay masonry in full bed of mortar, properly jointed with other work. Deep or excessive furrowing of<br />
mortar joints is not permitted.<br />
1. Block Cap: Lay with full mortar coverage on horizontal and vertical joints.<br />
D. Fully bond intersections and external and internal corners.<br />
E. Do not shift or tap masonry units after mortar has taken initial set. Where adjustment must be made,<br />
remove mortar and replace.<br />
F. Remove excess mortar.<br />
G. Perform job-site cutting with proper tools to provide straight unchipped edges. Take care to prevent<br />
breaking masonry unit corners or edges.<br />
H. Step back unfinished work for joining with new work. Do not use toothing.<br />
3.5 JOINTS<br />
A. Horizontal and vertical joints at masonry units shall be 3/8-inch wide and as follows:<br />
1. Point joint tight in unpurged masonry below ground.<br />
2. All end joints shall be fully filled with mortar and joints squeezed in bed joints shall be held back<br />
approximately ½-inch from cell to provide positive bond with grout.<br />
3. Joints shall be struck flush at all areas to receive plaster finish.<br />
3.6 MASONRY REINFORCEMENT<br />
A. Place reinforcement in accordance with ACI 315, to a tolerance of +/- ½-inch from specified location.<br />
B. Reinforcing steel shall not be bent or straightened in a manner that will injure the material. Bars with<br />
kinks or bends not shown on the plans shall not be used. Heating of bars for bending will not be<br />
permitted.<br />
1. Bars shall conform accurately to the sizes, shapes, lines and dimensions shown on drawings and<br />
with hooks and beds made as detailed. Bars shall be placed as indicated on the drawings and<br />
centered on grout space.<br />
2. At the time grout is place around it, reinforcing steel shall be clean of mill scale or other coatings<br />
that will destroy or reduce bond.<br />
3. All vertical reinforcing steel shall be installed in one piece, full height of wall, and braced<br />
throughout its height in a manner that will retain the steel in proper position and provide the proper<br />
clearance.<br />
C. Reinforcing steel shall be secured to all foundation dowels and held in place at spacings not to exceed<br />
192 bar diameters.<br />
3.7 GROUTING<br />
A. General Requirements:<br />
1. All cells shall be grouted solid.<br />
2. Use low lift or high lift grouting at Contractor's option.<br />
3. Use grout pump, hopper or bucket to place grout.<br />
4. Place grout in final position within 1-1/2 hours after introduction of mixing water.<br />
5. Place grout and rod with a 3/4-inch flexible cable vibrator sufficiently to case it to flow into all<br />
voids between the cells and around the reinforcing steel. Slushing with mortar will not be<br />
permitted.<br />
6. Stop grout approximately 1½ inches below top of last course, except at top course bring grout to<br />
top of wall.<br />
B. Low Lift Grouting:<br />
1. Do not lay units higher than 24 inches before grouting.<br />
2. If mortar has been allowed to set prior to grouting, remove all fins protruding more than ½-inch<br />
into grout space.<br />
3. Conform to requirements of CBC Section 2104.6.1.1.3.<br />
4. Consolidate each lift twice. Once while placing grout and once more after initial absorption of<br />
water but before set.<br />
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C. High Lift Grouting:<br />
1. Conform to requirements of CBC Section 2104.6.1.1.3<br />
2. Lay up walls, subject to maximum height limitations of Masonry Standards Joint Committee,<br />
Building Code Requirements for Masonry Structures Table 1.16.1.<br />
3. Provide clean out holes at the bottom of every pour in cells containing vertical reinforcement.<br />
Construct clean out courses with open-bottom bond beam units inverted to permit cleaning of all<br />
cells by flushing. Cleanouts shall be not less than 3x4inch openings cut from one face shell. Do not<br />
plug clean out holes until masonry work, reinforcement, and final cleaning of the grout spaces have<br />
been completed and inspected.<br />
4. Clean mortar droppings from the bottom of the grout space and from reinforcing steel. Remove<br />
mortar fins protruding more than ½-inch into the grout space by dislodging the projections with a<br />
rod as the work progresses or by washing the grout space at least twice a day during erection using<br />
a high pressure stream of water.<br />
5. Do not place grout in hollow unit masonry until mortar joints have set for at least 72 hours and<br />
clean out plugs have cured 48 hours.<br />
6. Place grout in lifts not to exceed 4 feet in height, with a waiting period between lifts, dependent on<br />
weather and absorption rate of the masonry, in order to place the succeeding lift after the preceding<br />
lift becomes plastic but prior to initial set. The first lift shall be consolidated using mechanical<br />
vibrators. After the required waiting period, place the second lift and consolidate with the vibrator,<br />
reconsolidating the lift below to a depth of 12 to 18 inches. Repeat the waiting, placing and<br />
consolidating process until the top of the grout pour is reached. Reconsolidate the top lift after the<br />
required waiting period. The high-lift grouting of any section of wall between lateral flow barriers<br />
shall be completed to the top of a pour in one working day unless a new series of clean out holes is<br />
established and the resulting horizontal construction joint cleaned.<br />
3.8 WEATHER PROVISIONS FOR CONSTRUCTION<br />
A. Cold Weather Construction to be in accordance with CBC section 2104.3.<br />
B. Hot Weather Construction to be in accordance with CBC section 2104.4<br />
3.9 EXPANSION JOINTS<br />
A. See drawings for type and location of expansion joints.<br />
3.10 BOND BEAMS<br />
A. Bond beams shall be located where shown and detailed on the drawings, and shall be reinforced as<br />
indicated and as herein after specified.<br />
3.11 BUILT-IN WORK<br />
A. Miscellaneous Embedded Items: All items indicated to be embedded in masonry shall be carefully<br />
located and anchored to prevent movement during grouting operations. Avoid cutting and patching.<br />
1. Install all anchor bolts and anchors furnished under other sections for wood nailers, ledgers, etc.<br />
3.12 CUTTING AND FITTING<br />
A. Obtain approval prior to cutting or fitting any area not indicated or where appearance or strength of<br />
masonry work may be impaired.<br />
3.13 REPAIR, POINTING AND CLEANING<br />
A. Remove and replace masonry units which are loose, chipped, broken, stained or otherwise damage, or<br />
if units do not match adjoining units.<br />
B. Pointing: During the tooling of joints, enlarge any voids or holes and completely fill with mortar.<br />
C. Dry brush masonry surface after mortar has set, at each day's work and after final pointing.<br />
D. Leave work and surrounding surface clean and free of mortar spots and droppings.<br />
E. Cleaning: Upon completion of masonry installation, repair all holes. Defective joints shall be cut out<br />
and rejointed. Exposed masonry surfaces shall be cleaned free of mortar, green stain and efflorescence.<br />
3.14 SEALER
Section 04210<br />
Page 6<br />
A. Contractor shall install sealer as directed by the manufacturer. Coverage and installation rates shall be<br />
as per manufacturer’s recommendations. Install sealer in minimum two coats at the rates required.<br />
3.15 DEFECTIVE MASONRY<br />
A. Materials or workmanship not conforming to appearance or strength specified, will be deemed<br />
defective and shall be removed and replaced at no cost to Owner.<br />
B. Defective mortar and grout, as defined under Section 04 05 00; “Mortar and Grout” shall constitute<br />
defective masonry.<br />
END OF SECTION<br />
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SECTION 05100<br />
STRUCTURAL STEEL<br />
PART 1 - GENERAL<br />
1.01. SUMMARY<br />
A. Section Includes:<br />
1. Steel columns<br />
2. Steel beams<br />
3. Fusion welded anchors<br />
4. Miscellaneous angles and plates<br />
5. Bolts<br />
6. Steel assemblies to be embedded in concrete<br />
7. Laboratory testing and inspection<br />
8. Shop painting<br />
9. Supplementary parts and members necessary to complete and erect structural steel frame<br />
1.02. REFERENCE STANDARDS (LATEST EDITION)<br />
A. American Institute of Steel Construction, AISC:<br />
1. AISC Manual of Steel Construction.<br />
2. Specification for the Design, Fabrication and Erection of Structural Steel for Buildings.<br />
3. Code of Standard Practice for Steel Buildings and Bridges.<br />
4. Specification for Structural Joints Using ASTM A325 or A490 Bolts.<br />
B. American Society for Testing and Materials:<br />
1. ASTM A36, Standard Specification for Structural Steel.<br />
2. ASTM A53, Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and<br />
Seamless.<br />
3. ASTM A108, Standard Specification for Steel Bars, Carbon, Cold Finished, Standard Quality.<br />
4. ASTM A123, Standard Specification for Zinc (Hot- Galvanizing) Coatings on Products Fabricated from<br />
Rolled, Pressed, and Forged Steel Shapes, Plates, bars and strip.<br />
5. ASTM A143, Recommended Practice for Safeguarding Against Embrittlement of Hot-Dip Galvanized<br />
Structural Steel Products and Procedure for Detecting Embrittlement.<br />
6. ASTM A153, Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware.<br />
7. ASTM A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High-<br />
Temperature Service.<br />
8. ASTM A307, Standard Specification for Carbon Steel Externally Threaded Standard Fasteners.<br />
9. ASTM A325, Standard Specification for High-Strength Bolts for Structural Steel Joints.<br />
10. ASTM A500, Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural<br />
Tubing in Rounds and Shapes.<br />
11. ASTM A501, Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural<br />
Tubing.<br />
12. ASTM A572, Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Steels of<br />
Structural Quality.<br />
13. ASTM A786, Standard Specification for Hot-Rolled Carbon, Low Alloy, High Strength Low Alloy, and<br />
Alloy Steel Floor Plates<br />
14. ASTM A992, Standard Specification for Steel for Structural Shapes for Use in Building Framing.<br />
15. ASTM F1554, Standard Specification for Anchor Bolts<br />
16. ASTM B117, Standard Salt Spray (Fog) Testing.<br />
C. American Welding Society:<br />
1. AWS D1.1, Structural Welding Code - Steel.<br />
2. AWS D1.3, Structural Welding Code - Sheet Steel.<br />
D. Industrial Fasteners Institute:<br />
1. Handbook on Bolt, Nut and Rivet Standards.<br />
E. American National Standards Institute:<br />
1. ANSI B18.2, Fasteners.<br />
2. ANSI B27.2, Plain Washers.<br />
F. Steel Structures Painting Council, SSPC:<br />
1. Steel Structures Painting Manual, Volume 1, Good Painting Practice.<br />
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Section 05100<br />
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1.03. SUBMITTALS<br />
A. Shop Drawings: Submit detailed shop and installation drawings showing shop and erection details including<br />
member sizes, grades of materials, details of fabrication and erection, and end connections.<br />
1. Do not begin fabrication of materials prior to review of shop drawings.<br />
2. Review of shop drawings is for member sizes, spacings, detail, and general compliance with Contract<br />
Documents only.<br />
3. Material quantities, lengths, fit, verification of job conditions and coordination with other trades are<br />
responsibility of Contractor.<br />
4. Reproductions of Contract Drawings shall not be used for shop drawings.<br />
B. Erection Procedure: Submit descriptive data illustrating general procedure for erection of structural steel<br />
including sequence of work, proposed schedule and details of temporary staying and bracing.<br />
C. Submit Mill Certifications showing compliance of materials with ASTM and AISC Specifications.<br />
D. Submit Mill Certifications (Manufacturer's Inspection Certificates) for bolts, nuts and washers.<br />
E. Submit manufacturer’s data sheets or certified test results indicating compliance with requirements for<br />
manufactured components.<br />
F. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
G. Local / Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
H. Submit information on EPA Waste Minimization Priority Chemicals associated with products provided under<br />
work of this Section. For each Priority Chemical, indicate whether the Priority Chemical is produced as a byproduct<br />
during manufacture and whether it is contained in the final product. Indicate amount produced during<br />
manufacture and the amount contained in final product in terms of percentage by weight per unit of product.<br />
1.04. QUALIFICATIONS<br />
A. Arc-Welding: Welding procedures and techniques, welders and tackers shall be qualified in accordance with<br />
AWS D1.1.<br />
1. Welders to be employed on Work shall maintain current AWS certification throughout duration of<br />
Project.<br />
2. If requested by Architect, submit identifying stenciled test coupons made by operator whose workmanship<br />
is subject to question, and if reasonable doubt of proficiency exists, welder shall be re-qualified and<br />
certified by independent testing laboratory at no additional expense to Owner.<br />
3. Work suspected of deficient quality may be subject to removal of coupons from any location on any joint<br />
for testing. Remove sections of welds found defective and properly rewelded before proceeding with<br />
work.<br />
B. Steel Fabricator: not less than 5 years of experience in fabrication of structural steel.<br />
C. Steel Erector: not less than 5 years of experience in erection of structural steel.<br />
1.05. PRODUCT DELIVERY, STORAGE AND HANDLING<br />
A. Coordinate delivery of anchor bolts and other anchorage assemblies to be embedded in concrete or masonry<br />
construction. Provide setting drawings, instructions and templates required for proper placement of anchor<br />
bolts and embeds.<br />
B. Sequence shipments of fabricated steel to expedite erection and minimize field handling of material.<br />
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C. Store structural steel above ground on skids or platforms, and protect from corrosion. Store packaged<br />
materials in unbroken containers.<br />
D. Do not bend or damage materials during shipment, handling and erection.<br />
E. Take precautions in the removal of packaging or bundling devices to prevent damage to materials.<br />
F. Certification numbers for fasteners shall appear on product containers and shall correspond to identification<br />
numbers on mill test reports.<br />
PART 2 - PRODUCTS<br />
2.01. MATERIALS<br />
A. Structural Steel, normal grade: ASTM A36.<br />
B. High Strength Structural Steel: ASTM A992 - Grade 50.<br />
C. Steel Pipes: ASTM A501 (36,000 psi yield).<br />
D. Hollow Structural Sections (HSS) – Round or Rectangular: ASTM A500 - Grade B.<br />
E. Erection Bolts and Anchor Bolts: ASTM A307, ANSI B18.2.1, and ANSI B18.2.2.<br />
F. High Strength Bolts: ASTM A325N, ANSI B18.2.1, ANSI B18.2.2.<br />
1. Manufacturer's symbol and grade markings shall appear on bolts and nuts.<br />
G. Anchor Bolts: ASTM F1554 Grade 36<br />
H. High Strength Anchor Bolts: ASTM F1554 Grade 105.<br />
I. Washers: ANSI B27.2 Type A.<br />
J. Welding Electrodes:<br />
1. Welding electrodes shall conform to AISC Specifications. Use E70 electrodes.<br />
2. Coatings of low-hydrogen electrodes shall be thoroughly dry when used. Electrodes taken from<br />
hermetically sealed packages shall be used within 4 hours, or shall be dried in accordance with AWS D1.1<br />
before use.<br />
3. Do not use electrodes of any type that have been wet.<br />
K. Paint for structural steel:<br />
1. Shop Primer:<br />
a. Rust-inhibiting primer conforming to Federal Specification TT-P-86g, Type I or III.<br />
b. Paint and methods of paint application shall comply with applicable air-quality and environmental<br />
regulations.<br />
c. Paint shall be compatible with welding procedures and shall produce no significant difference in<br />
strength of weld material.<br />
d. Paint shall meet or exceed requirements for abrasion - Fed. Test No. 141; elongation - ASTM D522;<br />
and salt spray - ASTM B117.<br />
2. Primer for Architecturally Exposed Structural Steel<br />
a. Acceptable Products:<br />
Tnemec 10-09<br />
Valspar 13-R-29<br />
Carboline Phenoline 818<br />
Sherwin-Williams Kem Kromik Universal B50 Series<br />
3. Zinc-Coating: Where galvanizing steel is required, zinc coating shall conform to ASTM A123 and A143.<br />
Zinc coating for threaded products shall conform to ASTM A153. Do not galvanize ASTM A490 bolts.<br />
4. Cold Galvanizing: Galvilite as manufactured by ZRC WORLDWIDE, Marshfield, MA (phone<br />
800.831.3275; web site www.zrcworldwide.com), and used for repair only.<br />
L. Shear Studs<br />
1. Headed fusion welded shear connectors with proper ferrules and accessories especially designed to create<br />
composite deck action by mating of shear connectors, concrete deck, and supporting beam.<br />
2. Steel shall conform to ASTM A108 grades C1010-1020, minimum tensile strength of 60,000 psi.<br />
3. Studs shall be of uniform diameter, heads concentric and normal to shaft, and weld end chamfered and<br />
solid flux.<br />
2.02. ENVIRONMENTALLY PREFERABLE PRODUCTS<br />
A. To the greatest extent possible, provide products and materials that promote stewardship of the earth's<br />
resources, promote good indoor environmental quality (IEQ), and promote efficiencies in operational<br />
performance.<br />
B. Provide products listed on the EPA Comprehensive Procurement Guidelines to the greatest extent practicable.<br />
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C. Provide products listed on the USGBC Directory of Products and Services to the greatest extent possible.<br />
2.03. RECYCLED CONTENT<br />
A. Provide material with maximum amount of recycled content available that achieves performance requirements<br />
of this Section.<br />
2.04. REGIONAL MATERIALS<br />
A. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section.<br />
2.05. DESIGN OF CONNECTIONS<br />
A. For those connections not detailed, Fabricator to design connections to resist required forces.<br />
B. Design connections for simple beams (except where end reactions are otherwise noted) for 55 percent of total<br />
uniform load capacity shown in Allowable Uniform Load Tables, Part 2, of AISC Manual, for given beam,<br />
span and grade of steel specified.<br />
C. Complete penetration butt weld moment connections to develop 100% of flexural capacity of member.<br />
D. Except as specifically noted otherwise, detail bolted connections using bolts conforming to ASTM A325N,<br />
Bearing Type Connections with threads allowed in shear plane. Details shall be in accordance with Section 7<br />
of the AISC Specification for Structural Joints.<br />
E. Weld connections for diagonal bracing to develop full strength of member in tension.<br />
F. Do not use welds in combination with bolts in the same face of any connection.<br />
2.06. FABRICATION<br />
A. Fabricate materials in accordance with applicable AISC Specifications and Standards.<br />
B. Pre-assemble work as much as possible and deliver to site ready for erection. Mark and match-mark pieces<br />
where field assembly is required.<br />
C. Prior to fabrication; straighten materials, remove twists and bends and clean faying surfaces of scale and rust.<br />
D. Clean members to be painted with power tools in accordance with SSPC standards.<br />
E. Provide required camber in beams to within 1/8th inch per 10 feet of beam length. Mark all beams indicating<br />
direction of fabricated camber or natural camber due to rolling tolerance.<br />
F. Provide members of required sizes, weights, shapes and lengths. Do not splice members to achieve required<br />
lengths except where specifically allowed by the Architect. Do not alter member shapes or lengths or enlarge<br />
bolt holes in the field for proper fit; return materials to the fabrication shop for correction where required.<br />
Member splices allowed for the convenience of the fabricator or erector shall not result in additional cost to<br />
the Owner.<br />
G. Punch or drill holes for bolts. Hole sizes shall conform to AISC Specifications.<br />
H. Compression joints shall have both contact surfaces milled for precision fit. Other joints shall be cut or<br />
dressed straight and true, and prepared as required for welding. Components of assemblies and built-up<br />
members shall be pinned and rigidly maintained in accurate position during final assembly.<br />
2.07. WELDED CONSTRUCTION<br />
A. Comply with AWS D1.1.<br />
B. Clean surfaces of loose scale, rust, paint, grease and dirt. Remove oil with benzine. Wire brush welds after<br />
depositing for visual inspection. Welds shall be smooth and uniform in cross section, shall be free of porosity<br />
and clinkers, and shall have required fusion and penetration into base metal.<br />
C. Secure members in proper position for welding.<br />
D. Take proper precautions to minimize residual stresses and distortions in members being welded.<br />
E. Preheat and interpass temperatures shall conform to Table 4.2, AWS D1.1. continuous fillet with minimum<br />
sizes specified by AWS D1.1<br />
F. Prepare members to be butt-welded in accordance with AISC recommendations for pre-qualified welds, and<br />
provide required clearances and back-up bars. Remove back-up bars after completing welds.<br />
G. Lay fillet welds of required sizes in proper position and with gaps not exceeding AISC recommendations.<br />
H. Tack welding shall not affect quality of finished welds.<br />
2.08. BOLTED CONSTRUCTION<br />
A. Provide holes at right angles to members of sizes recommended by AISC Specifications. Short-slotted holes<br />
shall not be used for primary frame connections (members connecting to columns), trusses and wind bracing<br />
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unless specifically allowed by the Architect. Where used, short-slotted holes shall be oriented normal to the<br />
direction of load.<br />
B. Provide beveled washers for surfaces out of parallel more than 1:20.<br />
C. Provide bolts of sufficient length to extend entirely through nuts.<br />
D. Protect fasteners from dirt and moisture at job site. Only as many fasteners as are anticipated to be installed<br />
and tightened during a work shift shall be taken from protective storage. Fasteners not used shall be returned<br />
to protected storage at end of shift. Fasteners shall not be cleaned of lubricant that is present in as-delivered<br />
condition.<br />
E. Anchor bolts and erection bolts: tighten with a suitable wrench not less than 15 inches long. Tap bolt heads<br />
with a hammer while tightening.<br />
F. High Strength Bolts (typical, except as noted otherwise): install bolts in properly aligned holes, and tighten to<br />
snug tight condition. Snug tight condition is defined as the tightness that exists when all plies in a joint are in<br />
firm contact.<br />
G. Hand tighten and tack weld (nut-to-bolt shank) bolts required to be "finger-tight".<br />
H. Holes for anchor bolts in base plates may be oversized in accordance with AISC Specifications. Provide<br />
washers as indicated on Drawings.<br />
2.09. SHOP PAINTING<br />
A. Apply one coat of rust-inhibitive primer to exposed surfaces of structural steel members except: surfaces<br />
required to be field welded, to be encased in concrete, to be spray fireproofed, and top flanges of beams with<br />
shear connectors to support metal deck.<br />
B. Thoroughly clean surfaces to be painted of all loose mill scale, dirt, rust, and other foreign matter with steel<br />
scrapers, wire brushes, or sandblasting in accordance with SSPC SP-3. Remove oil and grease with solvents.<br />
C. Mix paint in accordance with manufacturer's recommendations, continuously stir during application, and do<br />
not add thinner after initial mixing.<br />
D. Apply paint in accordance with manufacturer's recommendations, thoroughly work over surfaces and into<br />
corners. Minimum dry thickness of coating shall be 2 mils.<br />
E. Repair damage to coating prior to delivery.<br />
2.010. FUSION WELDED ANCHORS<br />
A. Comply with AWS D1.1, Section 7.<br />
B. Clean surfaces to be welded of rust, oil, grease, paint and dirt. Remove mill scale by scraping or sandblasting.<br />
C. Weld headed studs with appropriate equipment properly adjusted for climactic conditions.<br />
D. Remove ceramic ferrules after welding.<br />
2.011. SOURCE QUALITY CONTROL<br />
A. Testing of Shear Studs:<br />
1. When temperature is below 32 degrees F, one stud in each 100 shall be tested.<br />
2. Minimum of 2 shear studs shall be tested at start of each production period in order to determine proper<br />
generator, control unit and stud welder setting. Studs shall be capable of being bent 45 degrees from<br />
vertical without weld failure. If, after welding, visual inspection reveals that sound weld or full 360<br />
degree fillet has not been obtained for a particular stud, stud shall be struck with hammer and bent 15<br />
degrees off perpendicular toward nearest end of beam. Studs failing this test shall be replaced.<br />
B. Pre-Erection Testing of High Strength Bolts<br />
1. Test at least three bolt, nut and washer assemblies from each lot of bolts supplied to job site.<br />
2. Test assemblies in a tension measuring device at site to verify that assemblies can develop tension listed in<br />
Table 4 of AISC Specification for Structural Joints.<br />
3. Bolt tension shall be developed by tightening of nut.<br />
C. Inspection of Structural Steel:<br />
1. Provide access to materials in fabrication and full cooperation to testing laboratory.<br />
2. Following testing services shall be performed:<br />
a. Check temporary bracing of steel frame.<br />
b. Check location and condition of anchor bolts.<br />
c. Check plumbness and tolerance of steel frame.<br />
d. Qualification of welders and welding techniques.<br />
e. Visually inspect erection bolts.<br />
f. Inspection of high-strength bolting:<br />
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(1) In accordance with Section 9 of AISC Specifications for Structural Joints.<br />
(2) Confirm that fasteners meet project specification and are properly stored and handled.<br />
(3) Confirm that faying surfaces have been properly prepared before connections are assembled.<br />
(4) Observe testing and calibration and confirm that procedures used result in the required fastener<br />
tension.<br />
(5) Visually inspect connections.<br />
g. Visually inspect field and shop welds.<br />
h. Complete-penetration welds.<br />
(1) Ultrasonic or X-ray testing per AWS Standards.<br />
(2) Testing shall be performed on 100% of shop and field complete-penetration welds.<br />
i. Re-inspect corrective measures required at expense of Contractor.<br />
D. Remove and replace Connections found to be faulty at no additional cost to the contract.<br />
PART 3 - EXECUTION<br />
3.01. EXAMINATION<br />
A. Verify condition and position of anchor bolts and embeds in concrete prior to commencing erection.<br />
B. Correct misaligned or missing components required for connections to steel framework before commencing<br />
erection.<br />
C. Measure camber of erected steel beams and report deviations from required camber before placing concrete<br />
slabs. Do not place concrete on beams that have inadequate or negative camber.<br />
3.02. ERECTION AND FIELD ASSEMBLY<br />
A. Erect structural steel in accordance with AISC Specifications. Work shall be plumb, square, true to line, level<br />
and in proper position and orientation.<br />
B. Provide temporary bracing and guys to maintain stability of framework during erection for stresses and loads<br />
due to erection equipment and its operation, weight of structure, wind, and temporary loads imposed during<br />
erection. Check and adjust bracing frequently during progress of erection and assembly. Maintain temporary<br />
bracing until all components of the structure required for lateral stability are in place and final connections<br />
made.<br />
C. Do not stack materials on partially completed framework, or in a manner to cause damage or overloading of<br />
the structure.<br />
D. Tolerances shall be in accordance with AISC Code of Standard Practice and as follows:<br />
1. Displacement of columns adjacent to elevator shafts not to exceed 1 inch at any point.<br />
2. Individual members plumb or level to within 1:750.<br />
3. Vertical dimensions: 1/4 inch per story, exclusive of elastic shortening of columns.<br />
4. Floor framing members: +-1/4 inch from column splice next above.<br />
5. Horizontal dimensions: +- 1:2000 for overall length or width.<br />
E. Field Assembly:<br />
1. Assemble steel framework accurately to lines and elevations indicated and within specified tolerances.<br />
Align and adjust members forming parts of a completed frame before fastening.<br />
2. Erect structural steel in proper sequence with work of other trades.<br />
3. Tie anchor bolts securely in position before concrete is placed.<br />
4. Thoroughly clean bearing surfaces and surfaces to be in permanent contact before assembly.<br />
5. Adjust bolt holes requiring enlargement only by reaming, not by drifting or burning.<br />
6. Erection bolts may be tightened and left in place, except in architecturally exposed work. Fill holes left<br />
from removed bolts by plug welding. Grind welds smooth where architecturally exposed.<br />
7. Straighten and correct members damaged during handling, or replace without additional cost to the<br />
Owner.<br />
8. Install slide bearing assemblies in accordance with manufacturer's instructions.<br />
F. Field Connections:<br />
1. After frame is aligned and plumb, make final welded and bolted connections in accordance with AISC<br />
Specifications.<br />
2. Properly sequence welding to prevent distortion, and misalignment of the framework.<br />
3. Maintain temporary bracing of the structure until connections are complete and other required<br />
components of the structure (e.g. floor slabs and metal roof decks) are in place.<br />
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A. Touch-up field welds, abrasions and scarred areas of structural steel with same paint used for shop coating<br />
after erection of frame and final connections are completed.<br />
END OF SECTION<br />
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SECTION 05200<br />
STEEL JOISTS<br />
PART 1 - GENERAL<br />
1.01. SUMMARY<br />
A. Section Includes:<br />
1. Pre-engineered steel joists<br />
2. Bridging<br />
3. Ceiling extensions<br />
4. Bearing plates<br />
5. Side wall anchors<br />
6. Extended ends<br />
1.02. REFERENCES<br />
A. Steel Joist Institute, SJI:<br />
1. Standard Specifications for Open Web Steel Joists, K-Series; and Standard Load Table, Open Web Steel<br />
Joists, K-Series.<br />
2. Standard Specifications for Longspan Steel Joists LH Series; and Standard Load Table, Longspan Steel<br />
Joists, LH Series.<br />
3. Recommended Code of Standard Practice for Steel Joists and Joist Girders.<br />
B. American Society for Testing and Materials:<br />
1. ASTM A36, Standard Specification for Structural Steel.<br />
2. ASTM A307, Standard Specification for Carbon Steel Externally Threaded Standard Fasteners.<br />
C. American Welding Society:<br />
1. AWS A5.5, Specification for Steel, Low-Alloy, Covered Arc Welding Electrodes.<br />
2. AWS D1.1, Structural Welding Code - Steel.<br />
1.03. SUBMITTALS<br />
A. Shop Drawings: Submit shop and erection drawings to include member marks, number, type, location, and<br />
spacing of members; details of bridging, extended ends and attachment at supports.<br />
1. Reproductions of Contract Drawings shall not be used for shop drawings.<br />
B. Design: Indicate on shop drawings where special designs have been provided, including a detailed written<br />
description of magnitudes and locations of loads for each special design loading condition.<br />
C. Submit Certified mill test reports showing compliance with requirements of ASTM and SJI Specifications.<br />
D. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
E. Local / Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
F. Submit information on EPA Waste Minimization Priority Chemicals associated with products provided under<br />
work of this Section. For each Priority Chemical, indicate whether the Priority Chemical is produced as a byproduct<br />
during manufacture and whether it is contained in the final product. Indicate amount produced during<br />
manufacture and the amount contained in final product in terms of percentage by weight per unit of product.<br />
1.04. QUALITY ASSURANCE<br />
A. Manufacturer Qualifications:<br />
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1. Member of Steel Joist Institute<br />
2. Fabrications, handling, erection and connections of steel joists shall be in accordance with latest editions<br />
of SJI Specifications.<br />
B. Welding Operator Qualifications:<br />
1. Certified within 6 months previous<br />
1.05. DELIVERY, STORAGE AND HANDLING<br />
A. Mark pieces for identification during erection.<br />
B. Deliver to site in proper sequence for erection.<br />
C. Store materials above ground; prevent corrosion, warpage and twisting.<br />
D. Do not bend or damage members during handling.<br />
E. Take precautions breaking bundles to prevent damage to materials and injury to workmen.<br />
1.06. DESIGN<br />
A. Joists shall be designed by the fabricator in accordance with the specifications of the Steel Joist Institute.<br />
B. Where loads are shown or specified, members shall be designed for the specific loading conditions required.<br />
C. Where loadings are not shown, members shall be designed for the maximum allowable load indicated in the<br />
standard load tables published by the Steel Joist Institute for the member designation and spans required.<br />
D. Fabricator shall determine and include in the work any and all special bridging or temporary bracing required<br />
for proper erection or final assembly of the work.<br />
PART 2 - PRODUCTS<br />
2.01. MATERIALS<br />
A. Steel bridging, bearing plates and wall anchors: comply with ASTM A36.<br />
B. Bolts: comply with ASTM A307.<br />
C. Welding Electrodes: comply with AWS A5.5, E70 or submerged arc Grade SAW-2.<br />
D. Steel Joists: comply with SJI Specifications.<br />
1. Provide double angle bottom chords.<br />
2. Provide extended ends where required.<br />
E. Paint: rust-inhibiting primer; comply with SJI Specifications; Paint and methods of paint application shall<br />
comply with applicable air-quality and environmental regulations.<br />
2.02. ENVIRONMENTALLY PREFERABLE PRODUCTS<br />
A. To the greatest extent possible, provide products and materials that promote stewardship of the earth's<br />
resources, promote good indoor environmental quality (IEQ), and promote efficiencies in operational<br />
performance.<br />
B. Provide products listed on the EPA Comprehensive Procurement Guidelines to the greatest extent practicable.<br />
C. Provide products listed on the USGBC Directory of Products and Services to the greatest extent possible.<br />
2.03. RECYCLED CONTENT<br />
A. Provide material with maximum amount of recycled content available that achieves performance requirements<br />
of this Section.<br />
2.04. REGIONAL MATERIALS<br />
A. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section.<br />
2.05. FABRICATION<br />
A. Design and fabricate joists in accordance with SJI Specifications.<br />
B. Accessories: Provide required sag rods, bridging, extended bottom chords and top chords, side wall anchors,<br />
wall connectors, headers, and ceiling extensions.<br />
C. Shop Paint: After fabrication, clean joists, bridging, and anchors of rust, mill scale, dirt and other foreign<br />
material. Remove grease and oil with solvents. Apply one coat of paint, minimum thickness of 2 mils.<br />
D. Extended Ends: Design to cantilever from the main span of the joist, provide load capacity at least equal to<br />
that of joist.<br />
E. Provide horizontal and X-bridging as required, minimum bridging requirements per SJI Specifications.<br />
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3.01. ERECTION<br />
A. Replace joists damaged by bending or warping during handling and erection.<br />
B. Bridging shall comply with SJI Specifications and with details on Drawings.<br />
C. Minimum bearing and anchorage shall comply with SJI Specifications and Drawings as related to particular<br />
type of support.<br />
D. Provide erection bolts for joists located on column centerlines.<br />
E. Set joists to lines, levels, and spacing as indicated. Provide bearing plates as indicated or required to carry out<br />
structural requirements. Execute general handling and erection in accordance with SJI Specifications.<br />
F. Joists shall be permanently fastened to supports, and bridging and anchorage installed before any construction<br />
loads, other than workmen, are placed on joists.<br />
G. Welding shall be performed in accordance with AWS D1.1.<br />
H. Electrodes shall be properly stored and protected to prevent deterioration or damage by moisture and climate.<br />
I. After erection, field connections and abraded places of shop paint shall be touched up with same kind of paint<br />
as shop coat.<br />
J. Bottom chords of joists shall not be welded to supports until full dead load of roof is applied. Joists and<br />
supporting structure shall be braced for safety and stability until permanent bracing structures are in place.<br />
K. Bridging shall not be used to support conduit, piping, duct work, or other equipment.<br />
L. Hangers supporting loads in excess of 100 pounds shall not be attached directly to joist chords. See details on<br />
Structural Drawings for methods of supporting loads in excess of 100 pounds on joists.<br />
3.02. ADJUSTING<br />
A. Touch-up abrasions and welds with shop paint.<br />
B. Correct or replace damaged materials at no additional cost to the Owner.<br />
3.03. FIELD QUALITY CONTROL<br />
A. Laboratory Testing and Inspection<br />
1. Inspect condition of materials after erection.<br />
2. Inspect connections to supporting structure.<br />
END OF SECTION<br />
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SECTION 05300<br />
METAL ROOF DECK<br />
PART 1 - GENERAL<br />
1.01. SUMMARY<br />
A. Section Includes:<br />
1. Metal Roof Deck<br />
2. Sheet Metal Accessories<br />
1.02. REFERENCES (LATEST EDITION AVAILABLE)<br />
A. Steel Deck Institute (SDI), Specifications and Commentary for Steel Roof Deck.<br />
B. American Iron and Steel Institute (AISI), Specification for the Design of Cold-Formed Steel Structural<br />
Members.<br />
C. American Welding Society:<br />
1. AWS A5.1, Specification for Steel, Carbon, Covered Arc Welding Electrodes.<br />
2. AWS D1.3, Structural Welding Code - Sheet Steel.<br />
D. American Society for Testing and Materials:<br />
1. ASTM A90, Standard Tests for Weight of Coating on Zinc-Coated (Galvanized) Iron or Steel Articles.<br />
2. ASTM A653, Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-<br />
Coated (Galvannealed) by the Hot-Dip Process.<br />
3. ASTM A924, Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the<br />
Hot-Dip Process<br />
4. ASTM A1008, Standard Specification for Steel Sheet, Cold-Rolled Sheet, Carbon, Structural.<br />
5. ASTM B117, Standard Salt Spray (Fog) Test.<br />
6. ASTM D714, Evaluating Degree of Blistering of Paints.<br />
7. ASTM D1654, Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments.<br />
E. Factory Mutual Global:<br />
1. FM Global Property Loss Prevention Data Sheet 1-28, Wind Design<br />
2. FM Global Property Loss Prevention Data Sheet 1-29, Roof Deck Securement and Above-Deck Roof<br />
Components<br />
1.03. SUBMITTALS<br />
A. Shop Drawings: Submit shop drawings for review prior to fabrication or installation of materials.<br />
1. Indicate erection layouts, details, steel deck dimensions and section properties, and installation<br />
instructions. Show supporting framing, lengths and markings of deck to correspond with sequence and<br />
procedure to be followed in installing and fastening deck. Show methods of fastening deck and installing<br />
accessories. Show locations, types and sequence of welded connections for deck units.<br />
2. Indicate welds using standard AWS welding symbols. Show size and number of holes to be cut in deck.<br />
3. Indicate allowable diaphragm shear capacity corresponding to pattern and type of connections provided.<br />
B. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
C. Local / Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
D. Submit information on EPA Waste Minimization Priority Chemicals associated with products provided under<br />
work of this Section. For each Priority Chemical, indicate whether the Priority Chemical is produced as a by-<br />
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product during manufacture and whether it is contained in the final product. Indicate amount produced during<br />
manufacture and the amount contained in final product in terms of percentage by weight per unit of product.<br />
1.04. QUALITY ASSURANCE<br />
A. Manufacturer Qualifications<br />
1. Member Steel Deck Institute.<br />
2. Minimum 5 year's experience.<br />
B. Erector Qualifications<br />
1. Minimum 5 year's experience.<br />
2. Welders certified within previous 6 months.<br />
1.05. DELIVERY, STORAGE AND HANDLING<br />
A. Deliver deck in bundles and store on pallets above the ground, protect from corrosion and damage. Rusted,<br />
crimped or bent deck shall not be installed in the work.<br />
B. Do not store materials on installed deck before connecting to supporting structure.<br />
C. Do not overload deck during construction by workmen or storage of materials.<br />
PART 2 - PRODUCTS<br />
2.01. MATERIALS<br />
A. Steel Grades:<br />
1. ASTM A1008, Grade C for painted deck.<br />
2. ASTM A653, Grade A for galvanized deck.<br />
B. Miscellaneous steel plates at vents, sump pans, and closures: 20 gage material.<br />
C. Welding Rods: AWS A5.1, E70<br />
D. Paint:<br />
1. Resistant to solvents used to clean deck.<br />
2. Resistant to corrosion and blistering in accordance with ASTM B117, D714 and D1654.<br />
3. Compatible with spray-on fireproofing required. Refer to UL assemblies given.<br />
2.02. ENVIRONMENTALLY PREFERABLE PRODUCTS<br />
A. To the greatest extent possible, provide products and materials that promote stewardship of the earth's<br />
resources, promote good indoor environmental quality (IEQ), and promote efficiencies in operational<br />
performance.<br />
B. Provide products listed on the EPA Comprehensive Procurement Guidelines to the greatest extent practicable.<br />
C. Provide products listed on the USGBC Directory of Products and Services to the greatest extent possible.<br />
2.03. RECYCLED CONTENT<br />
A. Provide material with maximum amount of recycled content available that achieves performance requirements<br />
of this Section.<br />
2.04. REGIONAL MATERIALS<br />
A. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section.<br />
2.05. MANUFACTURED UNITS<br />
A. Metal deck units shall comply with the Specifications of the Steel Deck Institute.<br />
B. Design units for required spans and conditions of continuity, generally for 3 continuous spans, except as<br />
required by layout.<br />
C. Stresses under construction loads, gravity loads and wind loading shall not exceed recommendations of the<br />
Steel Deck Institute.<br />
2.06. FABRICATION<br />
A. Fabricate in lengths as long as practical and piece-mark bundles for identification during erection.<br />
B. Painting:<br />
1. Thoroughly clean deck and coat both sides with phosphate prior to painting.<br />
2. Apply paint .30 mils minimum thickness to both sides of deck and heat cure for tough, abrasion-resistant<br />
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PART 3 - EXECUTION<br />
3.01. INSTALLATION<br />
A. Do not lay deck units in place until supporting structure is secured in place and final connections are complete.<br />
B. Layout deck units in accordance with shop drawings, do not stretch or bend units.<br />
C. Overlap ends a minimum of 2 inches. Interlock side laps as shown on shop drawings.<br />
D. Connections:<br />
1. Anchor deck to supporting steel with full-fusion puddle welds. Use weld washers where required.<br />
2. Connect side laps as noted on Drawings.<br />
3. Side lap connections of interlocking edges shall be made by button-punching with a specially designed<br />
crimping tool.<br />
E. Weld metal fillers and closure pieces in place.<br />
3.02. FIELD QUALITY CONTROL<br />
A. Laboratory Testing and Inspection:<br />
1. Inspect condition of deck units for damage and corrosion.<br />
2. Inspect connections of deck to structure and at side laps.<br />
3.03. ADJUSTING<br />
A. Touch-up scarred areas on both sides of deck including welds, rust spots and abrasions by wire-brushing and<br />
painting with shop paint.<br />
B. Repair blow-holes at welds with 18 gage plates welded in place. Replace entire sections of deck where holes<br />
cannot be satisfactorily repaired.<br />
3.04. HANGERS FOR MISCELLANEOUS EQUIPMENT<br />
A. Do not attach hangers for ceiling grids, ductwork, and mechanical piping directly to metal roof deck.<br />
END OF SECTION<br />
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SECTION 05320<br />
METAL FLOOR DECK<br />
PART 1 - GENERAL<br />
1.01. SUMMARY<br />
A. Section includes<br />
1. Non-composite metal form deck.<br />
1.02. REFERENCES<br />
A. Steel Deck Institute, SDI, Specifications and Commentaries for Non-Composite Steel Form Deck.<br />
B. American Iron and Steel Institute, AISI, Specification for the Design of Cold-Formed Steel Structural<br />
Members.<br />
C. American Welding Society:<br />
1. AWS A5.1, Specification for Steel Carbon, Covered Arc Welding Electrodes.<br />
2. AWS D1.3, Structural Welding Code - Sheet Steel.<br />
D. American Society for Testing and Materials.<br />
1. ASTM A1008, Standard Specification for Steel, Sheet, Cold-Rolled,Carbon, Structural.<br />
2. ASTM A653, Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-<br />
Coated (Galvannealed) by the Hot-Dip Process.<br />
3. ASTM A924, Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the<br />
Hot-Dip Process.<br />
1.03. SUBMITTALS<br />
A. Shop Drawings: Submit installation drawings of metal floor deck showing layout and connections to<br />
supporting structure.<br />
B. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
C. Local / Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
D. Submit information on EPA Waste Minimization Priority Chemicals associated with products provided under<br />
work of this Section. For each Priority Chemical, indicate whether the Priority Chemical is produced as a byproduct<br />
during manufacture and whether it is contained in the final product. Indicate amount produced during<br />
manufacture and the amount contained in final product in terms of percentage by weight per unit of product.<br />
PART 2 - PRODUCTS<br />
2.01. MATERIALS<br />
A. Permanent Steel Forms: rib pattern high tensile steel forms capable of withstanding wet concrete weight plus<br />
20 pounds per square foot with a maximum deflection of Span/120; uncoated, complying with Federal<br />
Specification QQ-S-00640, full hard.<br />
B. Welding Electrodes: AWS E60.<br />
2.02. ENVIRONMENTALLY PREFERABLE PRODUCTS<br />
A. To the greatest extent possible, provide products and materials that promote stewardship of the earth's<br />
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resources, promote good indoor environmental quality (IEQ), and promote efficiencies in operational<br />
performance.<br />
B. Provide products listed on the EPA Comprehensive Procurement Guidelines to the greatest extent practicable.<br />
C. Provide products listed on the USGBC Directory of Products and Services to the greatest extent possible.<br />
2.03. RECYCLED CONTENT<br />
A. Provide material with maximum amount of recycled content available that achieves performance requirements<br />
of this Section.<br />
2.04. REGIONAL MATERIALS<br />
A. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section.<br />
PART 3 - EXECUTION<br />
1.01. ERECTION OF METAL FLOOR DECK<br />
A. Place metal floor deck with corrugation edges up and with corrugations perpendicular to supports and<br />
continuous over 3 spans.<br />
B. Lap ends 2 inches minimum.<br />
C. Weld sheets to supports with 5/8 inch diameter puddle welds:<br />
1. End Laps: Weld top sheet in valley of side lap (through four sheet thicknesses) and again at middle of<br />
sheet.<br />
2. Intermediate Supports: Weld in X pattern. Weld in valley of side lap on every other joist and in valley of<br />
center corrugation on remaining joists.<br />
END OF SECTION<br />
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SECTION 05330<br />
COMPOSITE METAL FLOOR DECK AND FIELD WELDED SHEAR STUDS<br />
PART 1 - GENERAL<br />
1.01. SUMMARY<br />
A. Section Includes<br />
1. Composite metal floor deck<br />
2. Shear studs<br />
1.02. REFERENCES<br />
A. American Institute of Steel Construction:<br />
1. AISC Specification for the Design, Fabrication and Erection of Structural Steel for Buildings.<br />
B. American Society for Testing and Materials:<br />
1. ASTM A108, Standard Specification for Steel Bars, Carbon, Cold-Finished, Standard Quality.<br />
2. ASTM A653, Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-<br />
Coated (Galvannealed) by the Hot-Dip Process.<br />
3. ASTM A924, Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the<br />
Hot-Dip Process<br />
C. American Welding Society:<br />
1. AWS A2.4, Standard Symbols for Welding, Brazing and Nondestructive Examination.<br />
2. AWS D1.1, Structural Welding Code, Steel.<br />
3. AWS D9.1, Specification for Welding of Sheet Metal.<br />
D. Steel Deck Institute:<br />
1. SDI Specifications for Composite Steel Floor Deck.<br />
1.03. SUBMITTALS<br />
A. Product Data: submit manufacturers data indicating product compliance for the following:<br />
1. Composite Metal Floor Deck<br />
a. Submit certification that decking meets requirements for working platform and form for concrete<br />
placement.<br />
b. Submit certification that slab and deck system meets requirements for superimposed load capacity.<br />
2. Shear Studs<br />
B. Shop Drawings: submit shop and installation drawings for review, including:<br />
1. Composite Metal Form Deck drawings<br />
a. Metal deck erection layouts, details, dimensions, and installation instructions. Indicate which areas of<br />
deck are to be shored.<br />
b. Show framing, locations, lengths, and markings of deck to correspond with sequence and procedure<br />
to be followed in installing and fastening steel deck.<br />
c. Show methods of fastening deck and installing accessories.<br />
d. Show locations, types, and sequence of welded connections for deck units, including standard AWS<br />
weld symbols.<br />
e. Show size and number of holes to be cut in deck.<br />
2. Shear studs: show size, locations, and weld symbols for shear studs to be field welded to top flanges of<br />
steel beams.<br />
C. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
D. Local / Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
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4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
E. Submit information on EPA Waste Minimization Priority Chemicals associated with products provided under<br />
work of this Section. For each Priority Chemical, indicate whether the Priority Chemical is produced as a byproduct<br />
during manufacture and whether it is contained in the final product. Indicate amount produced during<br />
manufacture and the amount contained in final product in terms of percentage by weight per unit of product.<br />
1.04. QUALITY ASSURANCE<br />
A. Welding:<br />
1. Use welding procedures and techniques, welders, and tackers which are qualified in accordance with<br />
AWS D1.1.<br />
2. Maintain current AWS certification throughout duration of Project for welders employed on Work.<br />
1.05. DELIVERY, STORAGE AND HANDLING<br />
A. Deck:<br />
1. Deliver, store, handle and install steel deck and accessories so as not to damage or deform.<br />
2. Stack deck, stored at site before erection, on platforms or pallets and cover with tarpaulins or other<br />
suitable covering to provide weathertight enclosure and to afford proper air circulation.<br />
3. Do not use deck for storage or as a working platform until sheets have been securely fastened in position.<br />
Do not damage or overload deck during construction period.<br />
4. Do not use damaged deck. Replace damaged deck with new material at no additional cost to Owner.<br />
5. Wirebrush and re-coat rusted areas on deck within 24 hours of detection.<br />
B. Shear Studs:<br />
1. Store in dry condition, above ground.<br />
PART 2 - PRODUCTS<br />
2.01. MATERIALS<br />
A. Shear Studs:<br />
1. Provide shear stud connectors with proper ferrules and accessories especially designed to create<br />
composite deck action by mating of shear connectors, concrete deck and supporting beam, and capable of<br />
providing shear forces shown on Drawings when welded through deck used on Project.<br />
2. Comply with ASTM A108, Grades C1010-1020, with minimum tensile strength of 60,000 psi.<br />
3. Diameter: uniform.<br />
4. Head: concentric with and normal to shaft.<br />
5. Weld Ends: chamfered and solid flux.<br />
6. Height: at least 1-1/2 inches above top of deck after installation, with at least 1/2 inch clear concrete<br />
cover above top of stud.<br />
B. Cold Galvanizing Compound: ZRC, as manufactured by ZRC Chemical Products Co., Quincy, Mass.<br />
2.02. ENVIRONMENTALLY PREFERABLE PRODUCTS<br />
A. To the greatest extent possible, provide products and materials that promote stewardship of the earth's<br />
resources, promote good indoor environmental quality (IEQ), and promote efficiencies in operational<br />
performance.<br />
B. Provide products listed on the EPA Comprehensive Procurement Guidelines to the greatest extent practicable.<br />
C. Provide products listed on the USGBC Directory of Products and Services to the greatest extent possible.<br />
2.03. RECYCLED CONTENT<br />
A. Provide material with maximum amount of recycled content available that achieves performance requirements<br />
of this Section.<br />
2.04. REGIONAL MATERIALS<br />
A. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section.<br />
2.05. MANUFACTURED UNITS<br />
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A. Composite Metal Deck<br />
1. Sheet metal for deck: ASTM A653, Grade A.<br />
2. Coating on deck and accessories: ASTM A924, G60.<br />
3. Provide deck having integral locking lugs or embossments which provide mechanical lock between deck<br />
and concrete slab. Minimum lug depth: 0.005 inches.<br />
4. Deck units:<br />
a. Capable of supporting weight of wet concrete, plus 20 psf uniform live load or 150 pound<br />
concentrated load per foot of deck width without intermediate shoring on all span conditions, and<br />
without exceeding SDI Specifications limits on deck stress and deflection.<br />
b. Classified by U.L. Building Materials Directory.<br />
c. Each unit or bundle labeled and marked in accordance with U.L. requirements, indicating<br />
manufacturer, testing, and inspection.<br />
5. Deck ribs: spaced no more than 12 inches on center, and designed to provide efficiency factor of 1.0 for<br />
development of headed shear studs in concrete in accordance with AISC Specifications.<br />
6. Provide deck in 36” widths.<br />
2.06. ACCESSORIES<br />
A. Sheet metal closures and fillers: ASTM A446.<br />
PART 3 - EXECUTION<br />
3.01. PREPARATION<br />
A. Do not undertake laying of deck units until supporting members are in place.<br />
B. Clean rust, oil, grease, paint, and debris away from areas to which anchors are to be welded. Remove mill<br />
scale by grinding or by sandblasting.<br />
3.02. DECK INSTALLATION<br />
A. Lay and align units as follows:<br />
1. Maintain required number of units shown on shop drawings.<br />
2. Prevent stretching or contracting of sidelaps.<br />
3. Abut ends of units. Do not lap ends of units.<br />
4. Align flutes in deck at butt joints.<br />
5. Do not use deck units that are bent or kinked or otherwise damaged such as to prevent proper interlocking<br />
and connection of edges to adjacent units.<br />
B. Openings in deck:<br />
1. Deck erector: cut framed openings indicated on Drawings.<br />
2. Holes 12 inches in diameter or less may be cut by trades requiring holes.<br />
3. Where openings greater than 12 inches in diameter not shown on Drawings are required, notify Architect.<br />
Do not proceed to cut deck until Architect accepts proposed openings.<br />
C. Weld deck to supporting steel using 5/8" diameter puddle welds or headed shear studs at not more than 12<br />
inches on center.<br />
D. Coordinate welding sequence and procedure with placing of units.<br />
E. Fasten side laps and connect perimeter edges to supports at spacing not to exceed three feet.<br />
1. Fasten side laps using welds, screws or button punching as indicated on approved shop drawings.<br />
F. Weld metal fillers and closure pieces in place.<br />
G. Replace defective deck connections before concrete slab is placed.<br />
3.03. SHEAR STUD INSTALLATION<br />
A. Automatically end weld shear studs in accordance with AWS D1.1, Section 7.<br />
B. Remove ceramic ferrules from anchors after welding.<br />
C. Do not weld studs when temperature is below zero degrees F.<br />
D. Do not weld studs when surface is wet with rain or snow.<br />
3.04. FIELD QUALITY CONTROL<br />
A. Deck: Inspect deck at welded connections. Reject connections where deck is not intact after welding and<br />
where blow holes occurred.<br />
B. Shear Studs:<br />
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1. Weld at least 2 shear studs at start of each work period to determine proper generator, control unit, and<br />
stud welder settings. Bend studs 45 degrees from vertical by striking with hammer. Inspect weld. Do not<br />
include these 2 studs in required total number of studs on Project.<br />
2. Visually inspect welds at shear studs. Test studs which do not appear to have full sound 360 degree fillet<br />
weld at base. Test by bending 15 degrees from vertical toward nearest end of beam by striking with<br />
hammer. Replace studs which fail this test.<br />
3. When temperature is below 32 degrees F, test one stud in each 100 studs after weld cools. If stud fails in<br />
weld, test 2 additional studs. Do not resume welding unless 2 additional studs pass test.<br />
3.05. ADJUSTING<br />
A. Field Touch Up of Deck: After erection, use cold galvanizing compound to touch up both sides of deck at<br />
welds, weld scars, bruises, and rust spots.<br />
END OF SECTION<br />
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PART 1 – GENERAL<br />
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SECTION 05400<br />
LIGHT GAUGE METAL FRAMING<br />
1.01 SCOPE OF WORK<br />
A. Furnish a complete Lightgauge Metal Framing installation including, but not limited to: welded connections,<br />
clip angles, fasteners, diagonal wall bracing, stiffeners, diagonal wall bracing straps, tracks, metal studs,<br />
horizontal lateral bracing and all miscellaneous accessories which may be required for a complete installation<br />
in accordance with the manufacturer's installation standards, without any additional cost to the Owner.<br />
B. Work will include:<br />
1. Exterior non-load bearing wall studs.<br />
a. Deflection limits: L/600 for masonry veneer, L/360 for EIFS.<br />
2. Interior non-load bearing wall studs.<br />
a. Deflection limits: L/240<br />
3. Any other lightgage framing system noted on the Drawings.<br />
1.02 QUALITY ASSURANCE<br />
A. Codes and Standards: Comply with provisions of the following codes, standards and specifications, except<br />
as otherwise shown and specified.<br />
1. ASTM A653/A653m - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron<br />
Alloy-Coated (Galvannealed) by the Hot-Dip Process<br />
2. ASTM A924/A924m - Standard Specification for General Requirements for Steel Sheet, Metallic-<br />
Coated by the Hot-Dip Process.<br />
3. AWS D1.3 - Structural Welding Code - Sheet Steel<br />
4. AWS D19.0 - Welding Zinc Coated Steel<br />
5. ANSI Z49.1 - Safety in Welding, Cutting and Allied Processes<br />
6. AISI Specification for the Design of Cold Formed Steel Structural Members<br />
B. Manufacturer's Standard: Lightgauge framing shall be equivalent to Steel Stud Manufacturers Association<br />
(SSMA) published standards and installation recommendations, which will be used as a quality standard<br />
reference in the event the Contractor furnishes materials in which the submitted manufacturer does not have a<br />
published installation manual.<br />
1.03 SUBMITTALS<br />
A. Product Data: Submit manufacturer's specifications, load tables, dimension diagrams, anchor details,<br />
installation instructions for products to be used in lightgage framing work, and type and location of fasteners.<br />
Describe materials and finish, product criteria, and limitations.<br />
B. Structural Calculations: Submit structural calculations for review by Engineer of Record.<br />
1. Description of design criteria.<br />
2. Engineering analysis depicting stress and deflection (stiffness) requirements for each framing<br />
application.<br />
3. Selection of framing components and accessories.<br />
4. Verification of attachments to structure and adjacent framing components.<br />
5. Sealed by a professional engineer registered in the state where the project is located.<br />
6. Engineer shall have a minimum of 5 years experience with projects of similar scope.<br />
C. Shop Drawings: Drawings shall incorporate fabrication and erection details.<br />
D. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
E. Local/Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance<br />
between extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials<br />
cost only.
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4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
1.04 DELIVERY AND STORAGE<br />
A. Protect metal members from rusting and damage. Deliver to project site in manufacturer's containers or<br />
bundles, fully identified with name, brand, type and grade. Store off the ground in a dry, ventilated space.<br />
PART 2 - PRODUCTS<br />
2.01 ACCEPTABLE MANUFACTURERS<br />
A. Products of the following manufacturers are considered to be of the quality required.<br />
1. ClarkWestern Building Systems<br />
2. Dietrich Metal Framing<br />
3. Marino\Ware<br />
2.02 MATERIALS<br />
A. Lightgauge Steel Framing includes track, bridging and bracing members shown, scheduled, and required for<br />
a complete installation.<br />
B. Studs, runner track, clips, stiffeners, and accessories shall be formed from hot dipped galvanized steel<br />
corresponding to the requirements of ASTM A653/A653m, with a minimum G-60 coating per ASTM<br />
A924/A924m. Minimum yield strength shall be 33 ksi (33,000 psi) for 18 gauge and lighter; and 50 ksi<br />
(50,000 psi) for 16 gauge and heavier.<br />
C. Deflection Track (slotted): Manufacturer’s single, 2 ½ inch deep-leg, U-shaped steel track: punched with<br />
vertical slots in both legs.<br />
1. Subject to compliance with requirements, suggested product: Dietrich Metal Framing SLP-TRK Slotted<br />
Deflection Track by Brady Innovations.<br />
D. Channel Bridging and Bracing:<br />
1. Subject to compliance with requirements, suggested product equivalent to one of the following:<br />
a. Dietrich Metal Framing: Spazzer 5400 Bridging and Bracing Bar and Spazzer Bar Guard.<br />
b. Dietrich Metal Framing U-Channel Assembly: Size as required with Dietrich Metal Framing; EasyClip<br />
U-Series Clip Angle or equivalent.<br />
E. Structural properties of sections shall be computed in accordance with AISI.<br />
F. Galvanizing Repair Paint: Zinc-Rich coating containing 95% metallic zinc, by weight in the dried film;<br />
recognized under the Component Program of Underwriter's Laboratories, Inc. as an equivalent to hot-dip<br />
galvanizing; conforming to Federal Specification DOD P-21035A for repair of hot-dip galvanizing; as<br />
manufactured by ZRC Worldwide. Provide ZRC Cold Galvanizing Compound.<br />
G. CT Cavity Shaftwall Studs: Hot-dipped galvanized steel C-channel, meeting requirements of ASTM C645;<br />
complying with ASTM A1003 and ASTM A653 G40 or equivalent corrosion resistance coating; Dietrich 6”<br />
CT Cavity Shaftwall studs. Designation, UL rating and size as indicated on the drawings. Install with J-<br />
tabbed tracks and per manufactures recommendations.<br />
H. Unistrut: for Translucent Wall System, refer to drawings.<br />
H. Provide material with maximum amount of recycled content available that achieves performance<br />
requirements of this Section.<br />
I. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section.<br />
2.02 FABRICATION<br />
A. Fabricate per manufacturer's current printed instructions.<br />
B. Shop Fabrication: Fabricate items in shop to greatest extent possible so as to minimize field splicing and<br />
assembly of units at project site. Clearly mark units for assembly and coordinated installation.<br />
C. Framing components may be prefabricated into panels prior to erection.<br />
D. Framing components shall be cut squarely or at an angle to fit squarely against abutting members. Member<br />
shall be held firmly in position until properly fastened.<br />
E. Dissimilar structural components shall be attached by welding, screw attachment, or bolting. Wire tying of<br />
framing components in structural applications shall not be permitted. Provide for structural movement per<br />
manufacturer's requirements if not specifically noted or detailed.
Section 05400<br />
Page 3<br />
F. Protective Finishing: Paint abraded surfaces and welds after fabrication, using galvanizing repair paint for<br />
galvanized surfaces.<br />
PART 3 - EXECUTION<br />
3.01 INSTALLATION<br />
A. General: Install metal framing systems, steel studs and accessories in accordance with Drawings and<br />
approved shop drawings. Spacing of studs shall not exceed 16" o.c.<br />
B. Securely anchor track to floor and overhead structure or members. Seat studs squarely in the track with the<br />
stud web and flange securely attached to the flanges or web of both the upper and lower tracks.<br />
C. Allow for structural movement by providing connections designed specifically for that purpose including<br />
vertical slide clips, space between studs and top track braced with bridging in accordance with approved shop<br />
drawings.<br />
D. No splices in studs, joists, or other load carrying members shall be made without prior engineering review<br />
and specific details for any such splices. Welds shall be fillet, plug, butt or seam.<br />
E. Construct corners using minimum three studs. Double stud at wall opening, door and window jambs.<br />
F. Provide rows of horizontal bridging at spacing in accordance with approved shop drawings to resist lateral<br />
forces and stud rotation.<br />
G. Touch-up Painting: Paint abraded surfaces and welds after installation, using galvanizing repair paint for<br />
galvanized surfaces.<br />
3.02 TOLERANCES<br />
A. Maximum variation from true position: +/- 1/8" from plan location.<br />
B. Maximum variation of any member from plane: 1/8" in 10 feet.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 05500<br />
MISCELLANEOUS METAL<br />
1.01 SCOPE<br />
A. Provide Miscellaneous Metal work as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Structural Steel – Section 05100<br />
2. Steel Stairs - Section 05510<br />
3. Painting - Section 09900<br />
1.02 STANDARDS<br />
A. Meet requirements and recommendations of applicable portions of the Standards listed:<br />
1. Architectural Aluminum Manufacturers Assoc. AAMA<br />
2. American Society for Testing and Materials ASTM<br />
3. American National Standards Institute ANSI<br />
4. American Welding Society AWS<br />
5. National Association of Architectural Metal Mfrs. NAAMM<br />
6. American Institute of Steel Construction AISC<br />
7. American Hot Dip Galvanizers Assoc. AHDGA<br />
1.03 SUBMITTALS<br />
A. Meet requirements of applicable portions of "Structural Shop Drafting" by AISC.<br />
B. Provide drawing profiles, sections, and views of items especially manufactured for this work at a scale large<br />
enough to permit checking for design conformity.<br />
C. Show locations, markings, quantities, materials, sizes and shapes.<br />
D. Note and mark sufficiently to indicate compliance with requirements of these Specifications.<br />
E. Submit samples of materials involved showing actual colors and finishes.<br />
F. Refer to Section 01340 - Submittals.<br />
G. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
H. Local/Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product<br />
PART 2 - PRODUCTS<br />
2.01 MATERIALS<br />
A. Structural Steel: ASTM A36/A36m-94 and A588/A588m-94, Grade 46<br />
B. Welding Materials: AWS Code A5.1-69, Series E60 or E70 as required.<br />
C. Sheet Steel: ASTM A653/A653m Coating G90.<br />
D. Prime Paint: Zinc Chromate iron oxide.<br />
E. Bituminous Paint: ASTM A123-89a.<br />
F. Steel Pipe: ASTM A53-95, Grade B.<br />
G. Galvanizing: ASTM A123-89a.<br />
H. Aluminum Pipe: Alloy 6063 Schedule 40.<br />
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I. Bilco: LU-1 (or similar)<br />
J. Provide material with maximum amount of recycled content available that achieves performance requirements<br />
of this Section,<br />
K. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section,<br />
PART 3 - EXECUTION<br />
3.01 FABRICATION<br />
A. Form materials to shapes indicated with straight lines, sharp angles, and smooth curves. Drill or punch holes<br />
and smooth edges.<br />
B. Weld permanent shop connections. Grind smooth, welds that will be exposed. Conceal fastenings where<br />
practicable.<br />
C. Punch or drill for temporary field connections and for attachment of work by other trades.<br />
D. Fabricate work in shop in as large assemblies as practicable.<br />
E. Prevent any contact of dissimilar metals. Where contact is unavoidable, provide neoprene or other appropriate<br />
separation material.<br />
F. Meet requirements specified under Structural Steel for fabricating items of a structural nature or use.<br />
3.02 ITEMS<br />
A. Furnish bolts, nuts, clip angles, etc. as shown on Drawings and as required to complete the work. Items of this<br />
section used in or attached to exterior walls to be galvanized or zinc-coated.<br />
B. Vanity Supports:<br />
1. Supply and install angle and tube frame fabricated to support the vanities.<br />
C. Pipe Rails/Wall Rails:<br />
1. Fabricate rails of standard weight black steel for painting; pipe sizes as indicated on drawings.<br />
2. Form bends smooth without wrinkles, kinks, or flat spots. Minimum radius to inside face of pipe shall be<br />
equal to pipe diameter.<br />
3. Weld joints and grind smooth.<br />
4. Fabricate wall rails of one continuous piece in each run with no joints and with 1/2 turns at end to walls.<br />
5. Support wall rails on fabricated pipe supports as shown on drawings.<br />
6. Provide flush type flanges with exposed countersunk fasteners at wall returns. Finish to be primed and<br />
ready for paint at interior locations<br />
D. Metal Ladder:<br />
1. Fabricate of steel stock. Stringers – flat bar, 2 1/2” x ¼” thick; Rungs – ¾” diameter at 12” o.c. Ladder<br />
shall be 1’-6” wide with centerline of rung 12” from face of wall.<br />
2. Where terminating at roof hatch, extend stringers within 4” of roof hatch cover and rung within 6”.<br />
3. Support on wall with steel clip angles secured to structural substrate at 3’-6” o.c. maximum and attach to<br />
floor with clip angles.<br />
3.03 INSTALLATION<br />
A. Set metalwork level, true to a line, plumb, or as indicated.<br />
B. Weld field connections and grind smooth, where practicable. Conceal fastenings where practicable.<br />
C. Secure metal to wood with lag screws, of adequate size, with appropriate washers.<br />
D. Secure metal to masonry with embedded anchors, setting compound, lead caulking and sleeves, or cement-sand<br />
grouting.<br />
E. Use corrosion-resistant anchorage devices in areas subjected to corrosive conditions. Avoid dissimilar metal<br />
contact.<br />
F. Expansion bolts, toggle bolts, and screws permitted for light duty service only. Meet requirements specified<br />
for structural steel for erecting items of structural nature or use.<br />
G. Metal work, in place, shall be approved before being covered.<br />
H. Do work in accordance with the approved shop drawings and as indicated on the details.<br />
3.04 PAINTING<br />
A. Clean ferrous metal of scale, rust, oil, moisture and dirt before applying paint.<br />
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B. Apply one shop coat to ferrous metals after fabrication except metals that will be encased in concrete, and<br />
except surfaces that will be adjacent to field welds. Use asphalt paint on metals anchored into masonry, and<br />
concrete.<br />
C. Apply two shop coats to ferrous metals that will be inaccessible after erection.<br />
D. Retouch, in field, all scraped, abraded and unpainted surfaces. Paint as specified for shop coats.<br />
E. Painting specified here does not count as a coat for finish painting.<br />
F. Shop painting will not be required for galvanized metal, stainless steel, aluminum, copper, brass, bronze and<br />
metals to receive special coatings unless specifically mentioned.<br />
3.05 CLEANING<br />
A. Refer to Section 01710 - Cleaning.<br />
B. Clean items prior to final inspection in accordance with the recommendations of the fabricator.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 05510<br />
STEEL STAIRS AND RAILINGS<br />
1.01 SCOPE<br />
A. Design, fabricate and install interior and exterior steel stairs, ramps, intermediate landings, steel landing<br />
trimmers, hanger rods and railings in conjunction with steel stairs and landings. Stairs shall be as shown in the<br />
Drawings.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this section include:<br />
1. Structural Concrete - Section 03300<br />
2. Structural Steel - Section 05100<br />
3. Miscellaneous Metal - Section 05500<br />
4. Finish Painting - Section 09900<br />
1.02 STANDARDS<br />
A. Meet requirements and recommendations of applicable portions of the Standards listed.<br />
1. American Institute of Steel Construction AISC<br />
2. American Society for Testing and Materials ASTM<br />
3. American Welding Society AWS<br />
4. National Association of Architectural Metal Manufacturers NAAMM<br />
1.03 PERFORMANCE REQUIREMENTS<br />
A. Strucutral Performance of Stairs: Provide metal stairs and support connections capable of withstanding the<br />
effects of gravity loads and the following loads and stresses within limits and under conditions indicated:<br />
1. Uniform Load: 100 psf<br />
2. Concentrated Live Load: 300 lbf applied on an area of 4 sq. in.<br />
3. Uniform and concentrated loads need not be assumed to act concurrently.<br />
4. Stair Framing: Capable of withstanding stresses resulting from railing loads in addition to loads specified<br />
above.<br />
5. Limit deflection of treads, platforms, and framing members to L/360 or 1/4 inch, whichever is less.<br />
B. Strucutral Performance of Railings: Provide railings capable of withstanding the effects of gravity loads and the<br />
following loads and stresses within limits and under conditions indicated:<br />
1. Handrails and guards:<br />
a. Uniform load of 50 plf applied in any direction.<br />
b. Concentrated load of 200 lbf applied in any direction.<br />
c. Uniform and concentrated loads need not be assumed to act concurrently.<br />
2. Intermediate rails (infill components):<br />
a. Concentrated load of 50 lbf applied horizontally on an area of 1 sq. ft.<br />
b. Component loads and other loads need not be assumed to act concurrently.<br />
1.04 SUBMITTALS<br />
A. Materials list of items to be provided under this section.<br />
B. Submit electronic shop drawings, showing in detail fabrication, materials, fastenings, anchoring, welds, supports,<br />
hangers, sizes of members and thicknesses.<br />
C. Show proposed methods of anchoring and supporting stairway and location and lengths of welds.<br />
D. Indicate on shop drawing sizes of sections intended to be delivered.<br />
E. Submit structural calculations for review by Engineer of Record.<br />
1. Description of design criteria.<br />
2. Engineering analysis depicting stress and deflection (stiffness) requirements for each framing application.<br />
3. Selection of framing components and accessories.<br />
4. Verification of attachments to structure and adjacent framing components.<br />
5. Sealed by a professional engineer registered in the state where the project is located.<br />
6. Engineer shall have a minimum of 5 years experience with projects of similar scope.<br />
F. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per unit<br />
of product.<br />
2. Indicate material cost of product less labor included in project.<br />
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3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in the<br />
assembly by weight.<br />
G. Local/Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
1.05 QUALITY ASSURANCE<br />
A. Use only workmen skilled in this section of the Work. Do Work to best standard practices and in accordance<br />
with laws, by-laws and regulations that govern. Conform to the requirements of the authorities.<br />
PART 2 - PRODUCTS<br />
2.01 MATERIALS<br />
A. Structural Steel: ASTM A36/A36mand A588/588m, Grade 46.<br />
B. Welding materials: AWS Code A5.1, Series E60 or E70 as required.<br />
C. Metal Pans: Hot-rolled steel, ASTM A653/A653m.<br />
D. Sheet steel: Cold-rolled steel ASTM A1008/1008m<br />
E. Primer paint: Zinc Chromate iron oxide.<br />
F. Handrail Bracket: malleable iron bracket with screw fastenings.<br />
G. Steel Deck Landings: Conform to ASTM A-653/A653m; deck to be galvanized.<br />
H. Metal Stair Treads and Plank Grating: Grip Strut grating<br />
I. Provide material with maximum amount of recycled content available that achieves performance requirements of<br />
this Section,<br />
J. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section.<br />
PART 3 - EXECUTION<br />
3.01 FABRICATION<br />
A. Design, fabrication and erection of stairs shall conform to the applicable portions of NAAMM standards for<br />
"Conventional Type Steel Stairs", local building codes and state laws.<br />
B. Where possible fit and shop assemble sections of the work and deliver to site in largest practicable sections.<br />
Execute work according to details and approved shop drawings. Where shop fabrication is not possible, make<br />
the trial assemblies in shop. Take field dimensions and fabricate and install to suit field conditions and field<br />
openings. Comply with structural steel tolerances, ASTM A36/A36m.<br />
C. Welding: AWS Code A5.1, Series E60-E70 as required. File or grind exposed welds smooth and flush, so as to<br />
be invisible after painting. Leave ready for prime painting and field touch-up.<br />
D. Make workmanship of best grade of modern shop and field practice known to recognized manufacturers<br />
specializing in this work. Fit joints and intersection members accurately. Make work in true planes with<br />
adequate fastening. Build and erect work plumb, true, square, straight, level and accurate to sizes and shapes<br />
detailed, free from distortion or defects detrimental to appearance or performance.<br />
E. Insulate metals where necessary to prevent corrosion due to contact between dissimilar metals and between<br />
metals and masonry or concrete. Use bituminous paint, butyl tape, building paper or other approved means.<br />
F. Supply fastenings, anchors and accessories required for fabrication and erection of this section of the Work.<br />
Make exposed metal fastenings and accessories of same materials, texture, color and finish as base metal on<br />
which they occur unless otherwise shown or specified. Utilize concealed fasteners where shown on the<br />
drawings. Keep exposed fastenings to an absolute minimum and inconspicuous, spacing them evenly and setting<br />
them out neatly. Make fastenings of permanent type.<br />
G. Draw mechanical joints to hairline tightness and seal countersunk screws and access holes for locking screws<br />
with metal filler where these occur on exposed surfaces.<br />
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Section 05510<br />
Page 3<br />
H. Dimensions and thicknesses of framing, supports landings, treads and risers, balustrades and railings are<br />
minimums. Do not decrease. Increase as necessary to support design loads.<br />
I. Fabricate work complete with components required for anchoring and supporting.<br />
J. Stringers shall be structural steel shapes with 3/8 in. steel end plates on exposed ends of walls strings and outer<br />
strings as indicated.<br />
K. Weld stair stringers to structural steel landing trimmer.<br />
L. Interior Stairs:<br />
1. Form treads and risers of 12 ga. steel to profiles indicated to receive concrete tread fill.<br />
2. Construct intermediate landings of galvanized steel deck as specified to receive concrete fill.<br />
3. Fabricate wall rails with malleable steel brackets of design similar to that indicated, spaced as shown.<br />
(Refer to Section 05500 - Miscellaneous Metals.)<br />
M. Exterior Stairs:<br />
1. Treads and landings to be 1 ½” Grip Strut grating.<br />
2. Fabricate wall rails with malleable steel brackets of design similar to that indicated, spaced as shown.<br />
(Refer to Section 05500 - Miscellaneous Metals.)<br />
3.02 INSTALLATION<br />
A. Install metal expansion shields and fastenings, anchors and supports in stair well walls as required to stabilize the<br />
stairs and landings under stipulated loading conditions and to the satisfaction of the Authorities. Secure bottom<br />
riser to concrete slab mechanically.<br />
B. Provide temporary supports and bracing required to position stairs.<br />
C. Do drilling, cutting and fitting necessary to attach this work to adjoining work and make it complete.<br />
D. Make joints tight, smooth and leave completed work straight, true, clean and smooth.<br />
E. Where fastenings or anchors have to be built in by other trades supply necessary templates, instruction and<br />
supervision to ensure satisfactory installation.<br />
F. Wood plugs for fixing to walls will not be permitted. Use metal anchoring devices.<br />
G. Clean work thoroughly and brush on prime paint and touch up shop coat where omitted or damaged during<br />
erection. Paint field welds. Work paint well into joints, crevices, interstices and open spaces.<br />
3.03 FINISHING<br />
A. Prime Painting:<br />
1. Thoroughly clean ferrous metals, by methods suitable to remove burrs, weld spatter, rust, loose mill scale,<br />
oil, grease, dirt and other foreign matter.<br />
2. Shop apply one coat of prime paint to surfaces except those requiring field welding. Brush on thoroughly<br />
and work well into crevices and interstices.<br />
3. After erection and installation, clean the work and apply field touch-up of same formulas as shop coat to<br />
damaged or unpainted surfaces. Work paint well into joints, crevices, interstices and open spaces.<br />
END OF SECTION<br />
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Section 05520<br />
Page 1<br />
SECTION 05520<br />
METAL FABRICATIONS<br />
PART 1 - GENERAL<br />
1.1 GENERAL REQUIREMENTS<br />
A. Requirements of Division 1 apply to all Work of this Section.<br />
1.2 SCOPE<br />
A. Shop fabricated metal items and miscellaneous metal work.<br />
B. Refer to Schedule at end of this Section.<br />
1.3 RELATED WORK (See also Table of Contents)<br />
A. Structural Steel: Section 05100.<br />
1.4 QUALITY ASSURANCE<br />
A. Standards and References: (Latest Edition unless otherwise noted)<br />
1. 2007 California Building Code (CBC), with State of California Amendments<br />
2. American Society for Testing and Materials (ASTM) Specifications as listed in the Section.<br />
B. Submittals: (Submit under provisions of Section 01340)<br />
1. Shop Drawings: Submit shop drawings indicating profiles, sizes, connection attachments,<br />
reinforcing, anchorage, size and type of fasteners, and accessories. Include erection drawings,<br />
elevation, and details where applicable. Indicate welded connections using standard AWS welding<br />
symbols. Indicate net weld lengths.<br />
2. Manufacturer's descriptive data: Submit for manufacturer's items.<br />
3. Product data. Unless otherwise indicated, submit the following for each type of product provided<br />
under work of this Section:<br />
1. Recycled Content:<br />
a. Indicate recycled content; indicate percentage of pre-consumer and post-consumer<br />
recycled content per unit of product.<br />
b. Indicate relative dollar value of recycled content product to total dollar value of product<br />
included in project.<br />
c. If recycled content product is part of an assembly, indicate the percentage of recycled<br />
content product in the assembly by weight.<br />
d. If recycled content product is part of an assembly, indicate relative dollar value of<br />
recycled content product to total dollar value of assembly.<br />
3. Local/Regional Materials:<br />
a. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate<br />
distance between extraction, harvesting, and recovery and the project site.<br />
b. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance<br />
between manufacturing facility and the project site.<br />
c. Product Value: Indicate dollar value of product containing local/regional materials;<br />
include materials cost only.<br />
d. Product Component(s) Value: Where product components are sourced or manufactured<br />
in separate locations, provide location information for each component. Indicate the<br />
percentage by weight of each component per unit of product.<br />
1.5 DELIVERY, STORAGE AND HANDLING<br />
A. Deliver all parts ready for erection; store in close proximity to final locations.<br />
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PART 2 - PRODUCTS<br />
2.1 MATERIALS<br />
A. Steel Sections: ASTM A36.<br />
B. Steel Tubing: ASTM A500, Grade B.<br />
C. Steel Pipe: ASTM A53, Type E or S, Grade. B.<br />
D. Steel Bolts, Nuts, and Washers: ASTM A307.<br />
E. Welding Materials: AWS D1.1; type required for materials being welded.<br />
F. Galvanizing: Hot-dip process ASTM A123 typical and ASTM A153 for threaded fasteners performed<br />
after fabrication into largest practical section. Weight of coating not less than 2 oz. per sq. ft. of<br />
surface. Where damaged, repair surface with one coat of hot process galvanizing repair compound,<br />
"Galvalloy", Galvweldalloy", or approved equal.<br />
G. Primer: Tnemec Company "Series V10 Red Primer", Sherwin-Williams "Kern Primer"; or approved<br />
equal.<br />
H. Dissimilar Materials: Separate dissimilar surfaces in contact with or in close proximity to noncompatible<br />
metals, concrete masonry, or plaster with neoprene gasket; or other approved means.<br />
I. Expansion Bolts: Hilti "Kwik Bolt TZ" Anchors, galvanized unless otherwise indicated.<br />
J. Non-shrink Grout: Master builders 928 or equal.<br />
K. Provide material with maximum amount of recycled content available that achieves performance<br />
requirements of this Section.<br />
2.2 FABRICATION<br />
A. Verify dimensions on site prior to shop fabrication.<br />
B. Fabricate items with joints tightly fitted and secured.<br />
C. Fit and shop assemble in largest practical sections, for delivery to jobsite.<br />
D. Grind exposed welds flush and smooth adjacent finished surfaces. Ease exposed edges to small uniform<br />
radius.<br />
E. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent<br />
with design of structure, except where specifically noted otherwise.<br />
F. Make exposed joints butt tight, flush and hairline.<br />
G. Supply components required for anchorage of metal fabrications. Fabricate anchorage and related<br />
components of same material and finish as metal fabrication, except where specifically noted otherwise.<br />
2.3 FINISH<br />
A. Clean surfaces of rust, scale, grease, and foreign matter prior to finishing.<br />
B. Do not prime surfaces in direct contact bond with concrete or where field welding is required.<br />
C. Prime paint interior items with one coat unless scheduled to be galvanized.<br />
D. Galvanize exterior items and scheduled interior items to minimum 2.00 oz/sq ft zinc coating.<br />
PART 3 - EXECUTION<br />
3.1 PREPARATION<br />
A. Obtain Architect's approval prior to site cutting or making adjustments not scheduled.<br />
B. Clean and strip primed steel items to bare metal where site welding is scheduled.<br />
C. Make provision for erection loads with temporary bracing. Keep work in alignment.<br />
D. Supply items required to be cast into concrete with setting templates, for installation under appropriate<br />
Sections.<br />
3.2 INSTALLATION<br />
A. Install items plumb and level, accurately fitted, free from distortion or defects.<br />
B. Perform field welding in accordance with AWS D1.1.<br />
C. After installation, touch-up field welds, scratched or damaged surfaces with primer, except repair<br />
exposed galvanized work (not to be painted) with hot process field galvanizing, in accord with<br />
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manufacturer's published directions.<br />
3.3 SCHEDULE<br />
A. Provide and install items listed in Schedule and shown on Drawings with anchorage and attachment<br />
necessary for installation. The following Schedule lists principal items only. Refer to drawing details<br />
for items not specifically scheduled.<br />
1. Miscellaneous plates or angles not attached to structural steel; complete with anchorage for<br />
embedment.<br />
2. Exterior mounted ladders.<br />
3. Handrails and guardrails.<br />
4. Bollards.<br />
5. Gates for trash enclosure.<br />
6. Light pole bases.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 05721<br />
PRE-FINISHED HANDRAILS AND RAILINGS<br />
1.01 SCOPE<br />
A. Fabricate and install steel stairs, ramps, intermediate landings, steel landing trimmers, and hanger rods, in<br />
conjunction with steel stairs and landings. Stairs shall be as shown in the drawings.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this section include:<br />
1. Miscellaneous Metal – Section 05500<br />
2. Finish Painting – Section 09900<br />
1.02 STANDARDS<br />
A. Meet requirements and recommendations of applicable portions of the Standards listed.<br />
1. American Institute of Steel Construction AISC<br />
2. American Society for Testing and Materials ASTM<br />
3. American Welding Society AWS<br />
4. National Association of Architectural Metal Manufacturers NAAMM<br />
1.03 SUBMITTALS<br />
A. Materials list of items to be provided under this section.<br />
B. Submit electronic shop drawings, showing in detail fabrication, materials, fastenings, anchoring, welds,<br />
supports, hangers, sizes of members and thicknesses.<br />
C. Show proposed methods of anchoring and supporting stairway and location and lengths of welds.<br />
D. Indicate on shop drawings sizes of sections intended to be delivered.<br />
E. Provide small mock up sample from the subcontractor for the finish color of the rail.<br />
F. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
G. Local/Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
10.4 QUALITY ASSURANCE<br />
A. Use only workmen skilled in this section of work. Do work to best standard practices and in accordance with<br />
laws, by-laws and regulations, which govern. Conform to the requirements of the authorities.<br />
PART 2 - PRODUCTS<br />
2.01 MATERIALS<br />
A. Structural Steel: ASTM A36/A36m-94 and A588/588m-94, Grade 46.<br />
B. Welding Materials: AWS Code A5.1-69, Series E60 or E70 as required.<br />
C. Metal Pans: Hot-rolled steel, ASTM 653/A653m.<br />
D. Sheet Steel: Cold-rolled steel ASTM A366/A366m-91.<br />
E. Primer Paint: Zinc Chromate iron oxide.<br />
F. Handrail Bracket: Malleable iron bracket with screw fastenings.<br />
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Section 05721<br />
Page 2<br />
G. Provide material with maximum amount of recycled content available that achieves performance requirements<br />
of this Section,<br />
H. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section,<br />
PART 3 - EXECUTION<br />
3.01 FABRICATION<br />
A. Fabricate steel pipe railings and handrails to design, dimensions and details indicated. Provide railing and<br />
handrail members formed of pipe sizes and wall thickness indicated, or if not shown, as required to support<br />
design load.<br />
B. Auditorium rails shall be dry polyester powdercoated at minimum 350 degrees.<br />
C. Interconnect railing and handrail members by butt-welding or welding with internal connectors, at fabricators<br />
option, unless otherwise indicated.<br />
D. At tee and cross intersections provide coped joints.<br />
E. At bends, interconnect pipes by means of prefabricated elbow fittings or flush radius bends, as applicable, of<br />
radii indicated.<br />
F. At elbow bends provide mitered joints.<br />
G. Form bends by use of prefabricated elbow fittings and radius bends or by bending pipe, at fabricator’s option.<br />
H. Form simple and compound curves by bending pipe in jigs to produce uniform curvature for each repetitive<br />
configuration required; maintain cylindrical cross-section of pipe throughout entire bend without buckling,<br />
twisting or otherwise deforming exposed surfaces of pipe.<br />
I. Provide wall returns at ends of wall-mounted handrails, except where otherwise indicated.<br />
J. Close exposed ends of pipe by welding 3/16 inch thick steel plate in place or by use of prefabricated fittings.<br />
K. Keep exposed fastenings to an absolute minimum and inconspicuous, spacing them evenly and setting them out<br />
neatly. Make fastenings of permanent type.<br />
L. Construct railings to support safely a horizontal thrust of 250 lb/ft applied at top of rail. Should the codes or<br />
authorities require greater loading, design and construct for it.<br />
M. Fabricate work complete with components required for anchoring and supporting.<br />
N. Brackets, Flanges, Fittings and Anchors: Provide wall brackets, end closures, flanges, miscellaneous fittings<br />
and anchors for interconnections of pipe and attachment railings and handrails to work. Furnish inserts and<br />
other anchorage devices for connecting railings and handrails to concrete or masonry work.<br />
3.02 INSTALLATION<br />
A. Provide anchorage devices and fasteners where necessary for securing railings and handrails to in-place<br />
construction: including, threaded fasteners for concrete and masonry inserts, toggle bolts, through-bolts, lag<br />
bolts, wood screws and other connectors as required.<br />
B. Cutting, Fitting and Placement: Perform cutting, drilling and fitting as required for installation of railings.<br />
C. Set work accurately in location, alignment and elevation, plumb, level true and free of rack, measured from<br />
established lines and levels.<br />
D. Adjust railings prior to anchoring to ensure matching alignment at abutting joints. Space posts at spacing<br />
indicated, or if not indicated, as required by design loads. Plumb posts in each direction. Secure posts and<br />
railing ends to building construction in one of the following ways:<br />
1. Anchor posts in concrete by means of pipe sleeves preset and anchored into concrete. After posts<br />
have been inserted into sleeves, fill annular space between post and sleeve solid with non-shrink nonmetallic<br />
grout, mixed and placed to comply with grout manufacturer’s directions.<br />
2. Anchor posts in concrete by core drilling holes not less than 4 inches deep and ¾” greater than outside<br />
diameter of post. Clean holes of all loose material, insert posts and fill annular space between post<br />
and sleeve solid with non-shrink non-metallic grout, mixed and placed to comply with grout<br />
manufacturer’s directions.<br />
E. Cover anchorage joint with round steel flange welded to post.<br />
F. Secure handrails to wall with brackets and end fittings. Provide bracket with no less than 1 ½ inch clearance<br />
from inside face of handrail and finished wall surface. Locate brackets as indicated or, if not indicated, at<br />
spacing required for design loading. Secure brackets as required for different wall conditions.<br />
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Section 05721<br />
Page 3<br />
3.03 FINISHING<br />
A. Powdercoat Painting:<br />
1. Thoroughly clean ferrous metals, by methods suitable to remove burrs, weld spatter, rust, loose mill<br />
scale, oil, grease, dirt and other foreign matter.<br />
2. Shop apply dry polyester powdercoat at a minimum temperature of 350 degrees.<br />
3. Color shall be Cardinal Powder Coatings, T375 BK-10, Gold Vein Semi-gloss.<br />
END OF SECTION<br />
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SECTION 05810<br />
EXPANSION JOINT COVER ASSEMBLIES<br />
PART 1 GENERAL<br />
1.1 SUMMARY<br />
A. Related Documents: General and Supplementary Conditions of the Contract, Division 1 - General<br />
Requirements, and Drawings are applicable to this Section.<br />
B. Section Includes:<br />
1. Section Includes: Expansion joint assemblies for floor, wall and ceiling surfaces.<br />
1.2 SYSTEM DESCRIPTION<br />
A. Design Requirements:<br />
1. Manufacturer: Responsible for designing units, including anchorage to structural system, transitions,<br />
direction changes, and necessary modifications to meet specified requirements and maintain visual<br />
design concepts.<br />
2. Provide concealed fastening wherever possible.<br />
B. Performance Requirements: Permit unrestrained movement of joint without disengagement of cover.<br />
1. Provide seal assembly for joint width and expansion dimensions.<br />
2. Provide units to accommodate joints size, variations in adjacent surfaces, and dynamic movement<br />
without material degradation or fatigue when tested in accordance with ASTM E1399.<br />
C. Fire Resistance Requirements: Test fire rated cover assemblies or fire-rated barrier component of joint<br />
cover assembly at maximum joint width with field splice in accordance with ASTM 119-5a or E814-94b.<br />
1. Classify by UL, Warnock Hersey, or other fire testing agency acceptable to authority having<br />
jurisdiction.<br />
2. Fire Rating: Not less than rating of adjacent construction.<br />
3. Flame Spread Index: 25 or less, ASTM E84-95.<br />
4. Smoke Generated Index: 0 to 450, ASTM E84-95.<br />
1.3 SUBMITTALS<br />
A. Product Data: Submit in accordance with Section 01330.<br />
1. Include data to indicate nominal joint size, joint movement range, percentage of movement from<br />
nominal joint size, and quantity of axial dimensions through which joint can move.<br />
2. Include information for factory finishes, sealants, and other required components.<br />
B. Shop Drawings: Indicate layout including locations, dimensions, profiles, fabrication details, interface with<br />
adjacent construction, anchorage, frequency of attachment, finishes, splices, joints, miters, and accessories.<br />
Submit detail drawings of special accessory components not included in manufacturer's product data.<br />
C. Informational Submittals: Submit manufacturer's instructions<br />
D. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per unit of<br />
product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in the<br />
assembly by weight.<br />
E. Local/Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate locations,<br />
provide location information for each component. Indicate the percentage by weight of each component per<br />
unit of product.<br />
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Section 05810<br />
Page 2<br />
1.4 QUALITY ASSURANCE<br />
A. Single Source Responsibility: Furnish each product from one manufacturer for entire Project, unless<br />
otherwise acceptable to Architect. Provide each joint cover assembly as complete unit, including fire and<br />
moisture barriers, resilient inserts, anchors, and accessory items necessary for proper operation.<br />
PART 2 PRODUCTS<br />
2.1 MATERIALS<br />
A. Aluminum:<br />
1. Extrusions: ASTM B221-95a.<br />
a. Alloy: 6061-T6 or 6063-T5.<br />
2. Plate and Sheet: ASTM B209-95.<br />
a. Plate Alloy: 6061-T6 or 6061-T651.<br />
b. Sheet Alloy: 5052-H32.<br />
3. Provide material with maximum amount of recycled content available that achieves performance<br />
requirements of this Section,<br />
4. Provide material with maximum amount of regional (within 500 miles) material feasible that<br />
achieves performance requirements of this Section,<br />
B. Resilient Fillers, Inserts, and Border Strips: Neoprene, Santoprene, or extruded polyvinyl chloride,<br />
exhibiting Shore A hardness of 40 to 75 Durometer.<br />
C. Fire Barrier: Manufacturer's standard type required for indicated fire resistance and fabricated of layers of<br />
ceramic fiber insulation, metallic insulation or silica fiber fabric.<br />
D. Flame Sealant: Manufacturer's intumescent sealant to remain resilient to permit joint movement and, upon<br />
exposure to heat, resist penetration of fire through voids in construction.<br />
E. Non-Shrink Grout: Pre-mixed compound consisting of non-metallic aggregate, cement, water reducing and<br />
plasticizing additives.<br />
1. Minimum Compressive Strength at 28 Days: 5000 PSI.<br />
2. Acceptable Products:<br />
a. Masterflow 713, Master Builders, Cleveland, OH.<br />
b. Hi-Flow Grout, Euclid Chemical Co., Cleveland, OH.<br />
c. Kemset Grout, Chem-Masters, Madison, OH.<br />
d. 588 Grout, W.R. Meadows, Elgin, IL.<br />
e. Sonogrout 10K, Sonneborn Building Products, Minneapolis, MN.<br />
2.2 ACCESSORIES<br />
A. Provide parts, devices, anchors, fasteners, spacers, flexible moisture barrier and filler, drain tubes, and other<br />
accessories required for complete, watertight installations.<br />
1. Bituminous Paint: SSPC Paint 12.<br />
2. Galvanizing Repair Paint: SSPC Paint 20, Type II (Organic).<br />
2.3 FABRICATION<br />
A. Expansion Joint Cover Assemblies: Prior to fabrication, field measure actual existing conditions to ensure<br />
proper fit.<br />
1. Fabricate and provide anchors for installation in formed block-outs or recesses without need for castin-place<br />
or pre-installed anchors.<br />
2. Factory drill anchor holes in extrusions spaced 12 inch centers. Miter cut extrusions in field to<br />
conform to directional changes. Ship extrusions in standard 10 foot or 20 foot lengths.<br />
3. Provide in longest units in longest practical lengths to minimize quantity of intermediate joints and<br />
field splicing.<br />
4. Fabricate with mitered and welded corners where joint changes direction or abuts other materials.<br />
5. Fabricate with end closures, transitions, tee-joints, corners, cross-connections, and other pieces to<br />
provide continuous assembly.<br />
B. Fire Rated Joint Covers: Provide with manufacturer's standard fire barrier and flame sealant to provide<br />
required fire rating.<br />
C. Shop-assemble components and package with anchors and fittings.<br />
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2.4 FINISHES<br />
A. Refer to drawings for required finish.<br />
Section 05810<br />
Page 3<br />
PART 3 EXECUTION<br />
3.1 EXAMINATION<br />
A. Examine conditions and proceed with work in accordance with the following:<br />
1. Verify that deck, framing assemblies, and other items affecting work of this Section are in place and<br />
positioned correctly.<br />
2. Verify that field measurements and formed recess dimensions are as shown on shop drawings.<br />
3. Verify that joint preparation and affected dimensions are acceptable.<br />
3.2 PREPARATION<br />
A. Provide anchoring devices for installation and embedding.<br />
B. Provide templates and rough-in measurements.<br />
C. Touch-up damaged galvanized steel surfaces in accordance with ASTM A780-93a using SSPC Paint 20.<br />
3.3 INSTALLATION<br />
A. Expansion Joint Cover Assemblies: Comply with manufacturer's printed instructions.<br />
1. Install units plumb, level, square, and free from warp or twist while maintaining dimensional<br />
tolerances, and alignment with surrounding construction.<br />
2. Install floor joints with top surface flush with finish floor surface.<br />
3. Install wall and ceiling joints flush with adjacent finish surfaces.<br />
4. Rigidly anchor to substrate. Make allowances for change in joint size due to difference between<br />
installation and building operating temperatures.<br />
5. Non-Shrink Grout: Install to encase floor-mounted joint covers in formed blockouts and recesses.<br />
6. Install with minimum quantity of intermediate joints and splices.<br />
7. Install to accommodate thermal expansion and contraction to avoid buckling of metal.<br />
8. Install flexible filler materials to frames with adhesive to frames with adhesive or pressure-sensitive<br />
tape as required by manufacturer.<br />
9. Set joint systems to proper width for ambient temperature at time of setting.<br />
B. Fire Barriers and Flame Sealant:<br />
1. Install to comply with fire rating design requirements.<br />
2. Install at both faces of fire rated walls.<br />
C. Covers with Metal and Elastomeric Components: Install metal extrusions.<br />
1. Install elastomeric seal to form one continuous piece.<br />
2. Splicing Field Cuts/Miters of Cover Assembly Components:<br />
a. Metal Components: Use manufacturer-required sealant.<br />
b. Elastomeric Components: Use manufacturer's vulcanizing or welding procedures to provide<br />
watertight joints.<br />
3.4 ADJUSTING<br />
A. Adjust parts for smooth, uniform operation.<br />
1. Adjust joint cover to freely accommodate joint movement.<br />
3.5 CLEANING<br />
A. Clean as recommended by manufacturer.<br />
1. Do not use materials or methods which may damage finish or surrounding construction.<br />
2. Clean excess primer, adhesives, sealants, and other products from components and adjacent surfaces<br />
for proper operation of assembly.<br />
3.6 PROTECTION<br />
A. Protect finished work in accordance with the following:<br />
1. Protect installation from damage by work of other trades. Where required, remove and store cover<br />
plate and install temporary protection over joints. Reinstall cover plate before completion of Work.<br />
2. Do not permit traffic over unprotected floor joint surfaces.<br />
3. Provide removable strippable coating or reinforced cloth tape to protect finish surfaces.<br />
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Section 05810<br />
Page 4<br />
3.7 SCHEDULE<br />
A. Acceptable Manufacturer: Construction Specialties.<br />
B. Provide fire rated devices where required to maintain fire rating of assembly through which device is<br />
penetrating.<br />
C. Provide widths as indicated on Drawings.<br />
1. Floor:<br />
a. SJ-400HD; Mill aluminum finish. Location floor to floor.<br />
b. SJW-400HD; Mill aluminum finish. Location floor to wall.<br />
2. Wall Interior Private:<br />
a. SFW-400 ; Mill aluminum finish. Location wall to wall.<br />
b. SCW-400 ; Mill aluminum finish. Location wall corner.<br />
c. Provide reflex fire barrier at rated walls.<br />
3. Wall Interior Public:<br />
a. SFW-400; #543 Medium bronze finish. Location wall to wall.<br />
b. SCW-400; #543 Medium bronze finish. Location wall corner.<br />
c. Provide reflex fire barrier at rated walls.<br />
4. Exterior Wall: Compression seal with backer rod and sealant.<br />
a. SC-400 (non-fire rated); black finish.<br />
b. SF-100.<br />
5. Ceiling:<br />
a. FCF-400; White Gasket Finish. Location ceiling to ceiling.<br />
b. FCFC-400; White Gasket Finish. Location ceiling to wall.<br />
c. FWF-500.<br />
END OF SECTION<br />
NAPA CENTURY CENTER XD 12<br />
#165582
PART 1 - GENERAL<br />
1.01 SCOPE<br />
A. Provide Rough Carpentry work as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Miscellaneous Metals- Section 05500<br />
2. Painting- Section 09950<br />
3. Wallcoverings- Section 09950<br />
1.02 STANDARDS<br />
A. Meet requirements and recommendations of applicable portions of Standards listed.<br />
1. Product Standards PS<br />
2. American Plywood Association APA, DFPA<br />
3. Architectural Woodwork Institute AWI<br />
4. American Wood Preservers Institute APWI<br />
5. American Society for Testing & Materials ASTM<br />
6. National Forest Products Assoc. NFPA<br />
7. Southern Pine Inspection Bureau SPIB<br />
8. Federal Specifications FedSpec.<br />
SECTION 06100<br />
ROUGH CARPENTRY<br />
1.03 QUALITY ASSURANCE<br />
A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been<br />
in satisfactory use in similar service.<br />
B. Lumber grading rules and species:<br />
1. Western Wood Products Association (WWPA).<br />
2. Southern Forest Products Association (SPFA).<br />
C. Plywood Grading Rules and Recommendations:<br />
1. American Plywood Association (APA).<br />
D. Standards for fire hazard classification for fire retardant treated material.<br />
1. Test method: ASTM E84-95b, NFPA 255, UL 723.<br />
E. Preservative and pressure treatment standards: American Wood Preservers Association (AWPA).<br />
F. VOC emissions: Provide low VOC products.<br />
1. Adhesives and sealants: Comply with California’s South Coast Air Quality Management District<br />
(SCAQMD) #1168 identified in Section 01352.<br />
2. Aerosol adhesives: Comply with Green Seal GS-36 identified in Section 01352<br />
3. Clear wood finishes: Comply with SCAQMD #1113 identified in Section 01352<br />
4. Engineered Wood Products: Provide products with no added urea formaldehyde.<br />
1.04 SUBMITTALS<br />
C. Recycled Content:<br />
5. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
6. Indicate material cost of product less labor included in project.<br />
7. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
D. Local/Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
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Section 06100<br />
Page 2<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
E. Provide product data indicating VOC levels in gallons/liter (g/L) or no added urea-formaldehyde in<br />
compliance with Section 01352. Invoices for FSC certified products shall identify FSC chain of custody<br />
(COC) number.<br />
F. Submit copies of invoices for all wood materials identifying material costs not including labor.<br />
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING<br />
A. Immediately upon delivery to job site, place materials in area protected from weather.<br />
B. Store materials a minimum of 6" above ground on framework or blocking and cover with protective waterproof<br />
covering providing for adequate air circulation or ventilation.<br />
C. Do not store seasoned materials in wet or damp portions of building.<br />
D. Protect sheet materials from corners breaking and damaging surfaces, while unloading.<br />
PART 2 - PRODUCTS<br />
2.01 MATERIALS - ROUGH CARPENTRY<br />
A. Lumber: (for framing, blocking, nailers, furring, cant strips, grounds, and similar members): Similar to dry<br />
size requirements of PS-20, Douglas Fir WWPA No. 2.<br />
1. Thoroughly seasoned, well fabricated materials of longest practical lengths and sizes.<br />
2. Free of non-correctable warp and knots.<br />
B. Plywood: PS1-83, exterior type, structural I c-c EXT-APA.<br />
1. Provide APA-MDO-EXT Plywood, where indicated.<br />
2. Provide products with no added urea formaldehyde.<br />
C. Preservative Treated Material: Provide preservative treated material for material used outside or in contact<br />
with the roof or exterior wall.<br />
D. Fire Retardant Treated Material: Provide fire retardant treated material inside building where used as part of a<br />
fire rated assembly.<br />
E. Combination Fire Retardant/Preservative Treated Material:<br />
1. Provide combination fire retardant/preservative treated material for material used at both conditions<br />
described above.<br />
2. Lumber: AWPA C-20 with exterior type decay resistance.<br />
3. Plywood: AWPA C-27 with exterior type decay resistance.<br />
4. Kiln dry treated material to 15 percent moisture content.<br />
F. VOC emissions: Provide low VOC products.<br />
5. Adhesives and sealants: Comply with California’s South Coast Air Quality Management District<br />
(SCAQMD) #1168 identified in Section 01352.<br />
6. Aerosol adhesives: Comply with Green Seal GS-36 identified in Section 01352<br />
7. Clear wood finishes: Comply with SCAQMD #1113 identified in Section 01352<br />
8. Engineered Wood Products: Provide products with no added urea formaldehyde.<br />
2.02 ANCHORS, FASTENERS AND PLATES<br />
A. Bolts, Nuts, Studs, Rivets: FS FF-B-575, FF-S-1362 and FF-B-556.<br />
B. Expansion Shields: FS FF-S-325; group, type, class, and style best suited for the purpose.<br />
C. Lag Screw and Bolts: FS FF-B561; type and grade best suited for the purpose.<br />
D. Nails: FS FF-N-105; type and size best suited for the purpose. Hot dipped galvanized for exterior use.<br />
E. Toggle Bolts: FS FF-B-588; type and class best suited for the purpose.<br />
F. Wood Screws: FS FF-S-111; types best suited for the purpose. Hot dipped galvanized for exterior use.<br />
G. Steel Plates and Shapes: ASTM A36/A36m-94, galvanized for exterior use.<br />
H. Metal hangers, straps, ties, and clips will be of the model, and shape shown on the drawings as manufactured<br />
by Simpson Strong Tie Connectors or equivalent.<br />
PART 3 - EXECUTION<br />
3.01 INSTALLATION - ROUGH CARPENTRY<br />
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Section 06100<br />
Page 3<br />
A. Attach work securely by anchoring and fastening as indicated or required to support applied loading.<br />
1. Provide washers under bolt heads and nuts.<br />
2. Nail plywood in accordance with APA recommendations.<br />
B. Set work to required levels and lines, plumb, true.<br />
C. Cut and fit accurately.<br />
D. Provide wood grounds, nailers, or blocking where required for attachment of handrails, cabinets or other work<br />
and surface applied items as required to properly carry out work shown and reasonably inferred by the<br />
Drawings and Specifications.<br />
E. Form to shapes indicated.<br />
F. Provide wood blocking between studs at height of door stop, behind stop, at door openings.<br />
G. Grounds: Dressed, key beveled lumber minimum 1½" wide of thickness required to bring face of ground even<br />
with finish material.<br />
H. Remove temporary grounds when no longer required.<br />
I. Install wood furring plumb and level with closure strips at edges and openings.<br />
J. Shim as required.<br />
K. Field treat cuts and holes in the preservatives and fire retardant treated material in accordance with AWPA<br />
Standard M-4.<br />
L. Shoring - Furnish and place necessary shoring and bracing of types and sizes best suited for the conditions to<br />
be met. Shoring must comply with all governing requirements.<br />
M. Provide wood curbs, required blocking and cants around openings through the roof indicated on architectural,<br />
mechanical and electrical drawings. Check drawings for trades and furnish for openings indicated.<br />
N. Installation of wood nailers for roof flashings should be installed in accordance with FM Global Loss<br />
Prevention Data Sheet 1-49, Perimeter Flashing.<br />
END OF SECTION<br />
NAPA CENTURY CENTER XD 12<br />
#165582
PART 1 - GENERAL<br />
NAPA CENTURY CENTER XD 12<br />
#165582<br />
SECTION 06200<br />
FINISH CARPENTRY<br />
1.01 SCOPE<br />
A. Provide Finish Carpentry as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Rough Carpentry - Section 06100<br />
2. Metal Doors & Frames - Section 08100<br />
3. Finish Hardware - Section 08710<br />
4. Painting - Section 09900<br />
1.02 STANDARDS<br />
A. Meet requirements and recommendations of applicable portions of the Standards listed.<br />
1. American Plywood Association APA, DFPA<br />
2. Architectural Woodwork Institute AWI<br />
3. American Wood Preservers Institute AWPI<br />
4. National Forest Products Association NFPA<br />
5. Southern Pine Inspection Bureau SPIB<br />
1.03 MATERIAL GRADING<br />
A. The grades of the material used shall be defined by the rules of the recognized associations of the lumber<br />
manufacturers producing the material specified, but the maximum defects permissible in the specific grade<br />
shall not exceed the limitations of the American Lumber Standards.<br />
B. Defects expressly prohibited by this Section shall not appear in the material used, even if permissible in the<br />
grade specification.<br />
C. The sizes specified are nominal board measure dimensions unless otherwise noted.<br />
1.04 SUBMITTALS<br />
A. Meet requirements of Section 01340 - Submittals.<br />
B. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
C. Local/Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance<br />
between extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials<br />
cost only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
D. Certification for Sustainable Forestry:<br />
1. Forest Stewardship Council (FSC): Provide letter of certification signed by lumber supplier. Indicate<br />
compliance with FSC "Principles for Natural Forest Management" and identify certifying organization.<br />
a. Submit FSC certification numbers; identify each certified product on a line-item basis.<br />
E. Submit copies of invoices for all wood materials identifying material cost not including labor. Invoices for<br />
FSC certified products shall identify FSC chain of custody (COC) number.<br />
F. Provide product data or MSDS indicating VOC emissions in grams/liter (g/L) for the following products:<br />
1. Adhesives and sealants: Comply with California’s South Coast Air Quality Management District<br />
(SCAQMD) #1168 identified in Section 01352.<br />
2. Aerosol adhesives: Comply with Green Seal GS-36 identified in Section 01352<br />
3. Clear wood finishes: Comply with SCAQMD #1113 identified in Section 01352
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4. Engineered Wood Products: Provide product data indicating products have no added ureaformaldehyde.<br />
1.05 DELIVERY AND STORAGE<br />
A. Schedule deliveries to avoid delays and to prevent greater accumulations than can be suitably stored at the<br />
site.<br />
B. Deliver materials to the site in manufacturer's original, unopened labeled containers.<br />
C. Store to prevent damage from moisture and construction work.<br />
D. Store materials to allow easy access to construction.<br />
E. Stack materials in neat stacks, well off ground, properly covered to protect from bad weather and high water.<br />
PART 2 – PRODUCTS<br />
2.01 MATERIALS<br />
A. Running trim: Hardwood Lumber: AWI Custom Grade, natural birch species, quarter sawn, moisture content<br />
of 8%; with plain sawn grain for painted finish, or ¾” MDF in width shown on drawings.<br />
B. Millwork Substrate:<br />
1. Provide Forest Stewardship Council certified product.<br />
2. Provide material with maximum amount of recycled content available<br />
C. VOC emissions: Provide low VOC products.<br />
1. Adhesives and sealants: Comply with California’s South Coast Air Quality Management District<br />
(SCAQMD) #1168 identified in Section 01352.<br />
2. Aerosol adhesives: Comply with Green Seal GS-36 identified in Section 01352<br />
3. Clear wood finishes: Comply with SCAQMD #1113 identified in Section 01352<br />
4. Engineered Wood Products: Provide products with no added urea formaldehyde.<br />
PART 3 - EXECUTION<br />
3.01 TRIMWORK INSTALLATION<br />
A. Install moldings straight, level and true in alignment. Rigidly fasten in place.<br />
B. Install plumb, level, true and straight with no distortions.<br />
C. Prepare work installed in this Section by filling, cleaning and sanding as required to receive finishes specified<br />
in Section 09900.<br />
D. Exposed fasteners are not acceptable.<br />
3.02 CLEANING<br />
A. Refer to Section 01710 - Cleaning.<br />
B. Clean adjacent material which has been soiled after installation of this work.<br />
C. Leave in neat, clean, unsoiled condition.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 07110<br />
MEMBRANE WATERPROOFING<br />
1.01 SCOPE<br />
A. Provide Membrane Waterproofing Work on the outside surfaces of foundation walls below grade as indicated<br />
by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that relate and/or apply to this Section include:<br />
1. Earthwork - Section 02200<br />
2. Concrete - Section 03300<br />
1.02 STANDARDS AND QUALITY<br />
A. Meet requirements and recommendations of applicable portions of Standards listed:<br />
1. American Society for Testing and Materials ASTM<br />
2. Federal Construction Guide Specifications FCGS<br />
3. National Roofing Contractors Association NRCA<br />
1.03 QUALIFICATIONS<br />
A. Applicator shall produce evidence that he has had at least five (5) years previous experience in applying<br />
satisfactory waterproofing by the specified system.<br />
1.04 SUBMITTALS<br />
A. Refer to Section 01340 - Submittals.<br />
B. Manufacturer's Literature - Copies of literature for products furnished.<br />
C. Shop Drawings: Include termination details and interface with adjacent construction.<br />
D. Provide proof of experience<br />
E. Sample of warranty to be issued<br />
1.05 PRODUCT DELIVERY AND STORAGE<br />
A. Deliver materials to job site in sealed, undamaged containers. Each container shall be identified with material<br />
name, date of manufacture and lot number.<br />
B. Materials shall be protected from rain and damage, and kept clear from sparks or flame.<br />
C. Store membrane where temperature be maintained between 40° and 90°F.<br />
D. If stored outdoors, place Membrane cartons on raised pallets and cover completely. Protection Board should<br />
be protected from the wind.<br />
1.06 JOB CONDITIONS<br />
A. Install membrane materials in strict accordance, with safety and weather conditions required by manufacturer's<br />
product literature as modified by applicable rules and regulations of Local, State and Federal authorities having<br />
jurisdiction.<br />
1.07 WARRANTY<br />
A. Completed installation shall have warranty jointly and severally, on a single document, by the material<br />
manufacturer and applicator, against defects of materials and workmanship, for a period of five (5) years, and<br />
against water penetration for a period of two (2) years, beginning with date of substantial completion of the<br />
waterproofing system.<br />
PART 2 - PRODUCTS<br />
2.01 ACCEPTABLE MANUFACTURERS<br />
A. Grace Construction Products<br />
B. W.R. Meadows, Inc.<br />
C. Polyguard Products, Inc.<br />
2.02 MATERIALS<br />
A. Bituminous Sheet Membrane Waterproofing System: Preformed rubberized asphalt laminated to polyethylene<br />
film with release paper facing, self adhering, minimum 60 mils thick, 36 inch wide rolls, conforming to<br />
following:<br />
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PROPERTIES TEST METHOD RESULTS<br />
Tensile Strength, Film ASTM D 412 4,000 PSI minimum<br />
Tensile Strength, Membrane ASTM D 412 250 PSI minimum<br />
Elongation, Membrane ASTM D 412 300 percent minimum<br />
Moisture Vapor Permeance ASTM E 96, Method B 0.1 perms maximum<br />
Puncture Resistance, ASTM E 154 40 pounds minimum<br />
Membrane<br />
Water Absorption, ASTM D 570 0.1 maximum<br />
Membrane<br />
B. Drainage Board: Three-part prefabricated geocomposite drain consisting of a formed polystyrene core covered<br />
on one side with polypropylene filter fabric. Must be able to drain at a minimum rate of 16 gpm per foot of<br />
width covered.<br />
PART 3- EXECUTION<br />
3.01 PREPARATION<br />
A. Prepare substrate to receive waterproofing:<br />
1. Remove protrusions flush with adjacent surface.<br />
2. Remove loose and spalled concrete.<br />
3. Patch holes and depressions with patching compound.<br />
4. Clean surfaces to remove dust, loose aggregate, debris, oil, grease, and other contaminants that could<br />
impair adhesion.<br />
5. Prepare dynamic cracks and joints:<br />
a. Remove loose and spalled concrete.<br />
b. Patch holes and depressions with patching compound.<br />
c. Rout out crack or joint to minimum dimensions of ¼ inch deep x ½ inch wide.<br />
d. Apply sealant to prepared crack or joint as specified in Section 07920.<br />
3.02 INSTALLATION OF WATERROOFING<br />
A. Install waterproofing system in accordance with manufacturer’s instruction and NRCA Manual.<br />
B. Surface Conditioner:<br />
1. Apply to coverage rate required by manufacturer. Allow to dry until tack free.<br />
2. Cover only that area that will be covered with membrane in same day. Re-apply if left uncovered over<br />
24 hours.<br />
C. Membrane:<br />
1. Form ¾ inch fillet with liquid membrane on inside corners; extend minimum 6 inches in each direction<br />
at 90 mils thick.<br />
2. Cracks and joints in substrate:<br />
a. Cover static cracks with 9 inch membrane strip.<br />
b. Prior to covering joints between tilt wall panels, provide sealant over backer rod at joint and<br />
allow 48 hours to cure. Provide 1 ½” backer rod over caulked joint and apply 18” wide<br />
membrane strip centered on the joint. Truncate top of backer rod at an angle below the<br />
sidewalk.<br />
3. Cover inside and outside corners with minimum 12 inch wide membrane centered over corner.<br />
4. Apply membrane with minimum 2 ½ inch side and end laps; roll surface to eliminate wrinkles and air<br />
spaces.<br />
5. Terminate top edge of membrane at grade with metal reglet.<br />
6. Terminate bottom edge of membrane within 1 inch of bottom of wall; seal edge with trowel bead of<br />
mastic.<br />
7. Provide double membrane layer minimum 6 inches around penetrations; seal with mastic.<br />
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8. If application is not complete at end of work day, seal exposed edges with mastic.<br />
Section 07110<br />
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3.03 FIELD QUALITY CONTROL<br />
A. Prior to applying protection course, inspect for voids, ruptures, or other damage; repair any encountered.<br />
3.04 INSTALLATION OF DRAINAGE BOARD<br />
A. Apply drainage board immediately following the successful water test.<br />
B. Install in accordance with manufacturer’s instructions.<br />
C. Cut pieces from roll to required length. Cut to fit around penetrations and at perimeter.<br />
D. Secure sheets to waterproofing membrane with adhesive. Place with filter fabric to earth.<br />
E. Overlap and secure filter fabric on adjacent sheets.<br />
B. Complete backfilling as soon as possible after application of drainage board; within 7 days maximum.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 07210<br />
BUILDING INSULATION<br />
1.01 SCOPE<br />
A. Provide Building Insulation work as indicated by the Contract Documents and as described herein.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Light Gage Metal Framing - Section 05400<br />
2. Gypsum Wallboard - Section 09250<br />
3. Mechanical - Division 15<br />
1.02 STANDARDS<br />
A. Meet requirements and recommendations of applicable portions of the Standards listed.<br />
1. American Society for Testing and Materials ASTM<br />
2. National Mineral Wool Insulation Association NMWIA<br />
3. Federal Specifications Fed. Spec.<br />
1.03 SUBMITTALS<br />
A. Refer to Section 01340 - Submittals.<br />
B. Submit two samples of each type of insulation required.<br />
C. Technical Data: Submit technical data indicating thermal conductance factors of furnished insulation.<br />
D. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
E. Local/Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
1.04 DELIVERY AND STORAGE<br />
A. Schedule deliveries to avoid delays and to prevent greater accumulations than can be suitably stored at the site.<br />
B. Deliver materials to the site in manufacturer's original, unopened, labeled containers.<br />
C. Store to prevent damage from moisture and construction work.<br />
D. Protect rigid insulation from direct sunlight with a light-colored opaque polyethylene film and ventilated to<br />
prevent excessive temperature.<br />
PART 2 - PRODUCTS<br />
2.01 MATERIALS<br />
A. Insulation in Auditoriums:<br />
1. Owens Corning: #701 unfaced semi-rigid insulation in 1"or 2", thicknesses as shown on Drawings, refer<br />
to Finish Schedule. Install at both side walls and projection wall of each auditorium at locations shown on<br />
the drawings. This acoustical insulation product will comply with ASTM C553, Mineral Fiber Blanket<br />
Thermal Insulation, Type III. Nominal Density per ASTM C 167 of 1.5 pcf.<br />
2. Owens Corning: #703 ASJ faced semi-rigid insulation in 2" thickness. Install at all exterior walls of each<br />
auditorium. This acoustical insulation product will comply with ASTM C 612 Mineral Fiber Block and<br />
Board Thermal Insulation, Types IA, IB. Nominal Density per ASTM C 303 of 3.0 pcf.<br />
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3. Black Matt Faced Insulation: Provide in 1”, 2” or 3” thickness as shown on the drawings. Install behind<br />
projection screens on end and side walls of each auditorium at locations shown on the drawings. Product<br />
must comply with ASTM E136-95 and ASTM C423-90a. It shall have a density of 1.5 percent and R-<br />
value of 8.0 per inch.<br />
a. Acceptable Products:<br />
1. Johns-Manville Insul-Sheild Black<br />
2. Knauf EM Duct-Liner M<br />
4. Provide material with maximum amount of recycled content available that achieves performance<br />
requirements of this Section,<br />
5. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section,<br />
B. Batt Thermal Insulation:<br />
1. 3½" or 6" unfaced batt insulation, as shown on Drawings; refer to Partition Types.<br />
2. 2½” or 3½" unfaced batt thermal insulation for use above the ceiling on exterior side walls of each<br />
auditorium and within the metal stud furring at all other exterior walls unless noted otherwise. Product<br />
must comply with ASTM C 665, Type II, Class A, with flame spread of 25 or less.<br />
C. Insulation Fasteners:<br />
1. Hilti-X-IE Insulation Fasteners on masonry. Use similar screw method for dry-wall.<br />
2. Stick Pins and Speed Clips. Use for semi-rigid insulation on exterior walls of auditoria. Clips shall be<br />
sized to stick out only ¼” past insulation clip.<br />
PART 3 - EXECUTION<br />
3.01 INSTALLATION<br />
A. Thoroughly clean surfaces to receive insulation free of dirt, dust, grease, loose mortar, laitance and other<br />
substances detrimental to bond of adhesives.<br />
B. Application:<br />
1. Install insulation in strict accordance with the best practice and in accordance with manufacturer’s<br />
directions.<br />
2. Where shown on drawings on outside face of drywall or block, attach with adhesive and/or stick pins.<br />
C. Batt Insulation:<br />
1. Place blanket insulation so that joints butt closely and corners and irregular spaces are closely fitted.<br />
Secure insulation with noncombustible ties and fastenings as recommended by the manufacturer.<br />
2. Cut and fit snugly around pipes, conduits, ducts, etc. Do not install insulation against or within 3 inches of<br />
recessed light fixtures, unless the fixtures are approved for such use and are so noted on the fixture<br />
schedule.<br />
3. Where blanket insulation occurs in a vertical or horizontal surface which has no backing on which to<br />
attach it, install wire mesh by tying to surrounding structure; or, tape the attachment flanges to the face of<br />
the metal stud prior to applying the interior finish.<br />
4. Install facings in contact with the finish material with joints and penetrations sealed according to<br />
manufacturers instructions.<br />
5. Maintain integrity of insulation to be insulated.<br />
D. Semi-Rigid Insulation:<br />
1. Install semi-rigid insulation to wall substrate with manufacturer’s recommended adhesive and<br />
mechanically fasten with specified fasteners.<br />
2. Lay out insulation neatly, butt together to moderate contact, fix or support adequately and fit accurately<br />
around obstructions, level and true with straight edge in every direction.<br />
3. Install boards in as large sizes as practicable. Reject damaged boards.<br />
3.02 CLEAN-UP<br />
A. Repair, or replace, work damage after installation.<br />
B. Remove accumulations of waste materials, rubbish, excess insulation, and containers.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
1.01 SECTION INCLUDES<br />
A. Preformed, prefinished metal roofing and flashings.<br />
B. Miscellaneous trim, flashing, closures, drip flashing, and accessories.<br />
C. Fastening devices.<br />
1.02 RELATED SECTIONS<br />
A. Section 05100: Structural Steel.<br />
B. Section 05500: Miscellaneous Metal.<br />
C. Section 06100: Rough Carpentry.<br />
D. Section 07620: Sheet Metal Flashing and Trim.<br />
SECTION 07410<br />
PREFORMED METAL SIDING<br />
1.03 REFERENCES<br />
A. American Iron & Steel Institute (AISI) Specification for the Design of Coldformed Steel Structural Members.<br />
B. ASTM A-653 & ASTM A924 Steel Sheet, Zinc-Coated (Galvanized).<br />
C. ASTM E-283-84.<br />
D. ASTM E-331-86.<br />
E. Spec Data Sheet – Galvalume Sheet Metal by Bethlehem Corp.<br />
F. SMACNA – Architectural Sheet Metal Manual.<br />
1.04 ASSEMBLY DESCRIPTION<br />
A. The assembly includes preformed sheet metal panels, related accessories, corners, miscellaneous flashing and<br />
attaching devices.<br />
1.05 SUMBITTALS<br />
A. Before material is ordered, submit for Architect’s approval complete specifications of the respective<br />
manufacturer’s materials and systems that are proposed to be used including recommended changes in method<br />
of application. This should include installation or layout and sample warranty that is project-specific.<br />
B. Submit detailed drawings showing layout of panels, anchoring details, joint details, trim, flashing, and<br />
accessories.<br />
C. Submit a sample of each type of roof panel, complete with factory finish.<br />
D. Submit results indication compliance with minimum requirements of the following performance tests:<br />
1. Air Infiltration ASTM E 283-84.<br />
2. Water Infiltration ASTM E 331-86.<br />
E. Samples should be a 24 inch x 24 inch sample panel in specified color, indicated on drawings.<br />
F. Shop Drawings:<br />
1. Vertical Panel Work: Subcontractor and/or panel manufacturer to submit small scale layouts of panels on<br />
walls and roofs, and large scale details of edge conditions, joints, corners, custom profiles, supports,<br />
anchorages, trim, flashings, closures, and special details. Distinguish between factory and field assembly<br />
work.<br />
2. Horizontal Panel Work: Panel manufacturer to provide shop drawings and work in concert with the<br />
customer for shop drawing approval. This is necessary to allow the manufacturer to make the<br />
determinations on panel lengths, type of panel joint, corner size, design, method of fastening and flashing<br />
design to ensure product acceptance.<br />
G. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
H. Local/Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
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3. Product Value: Indicate dollar value of product containing local/regional materials; include materials<br />
cost only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
1.06 QUALITY ASSURANCE<br />
A. Manufacturer: Company specializing in Architectural Sheet Metal Products with ten (10) years minimum<br />
experience.<br />
B. No product substitutions shall be permitted without meeting specifications.<br />
C. Field measurements: Where possible, prior to fabricating prefabricated panels, take field measurements of<br />
structure or substrates to receive panel units where final dimensions cannot be established prior to fabrication.<br />
1.07 DELIVERY, STORAGE AND HANDLING<br />
A. Upon receipt of panels and other materials, installer shall examine the shipment for damage and completeness.<br />
B. Panels should be stored in a clean, dry place. One end should be elevated to allow moisture to run off.<br />
C. Panels with strippable film must not be stored in the open, exposed to the sun.<br />
D. Stack all materials to prevent damage and to allow for adequate ventilation.<br />
1.08 WARRANTY<br />
A. Paint finish shall have a twenty (20) year guarantee against cracking, peeling and fade (not to exceed 5 N.B.S.<br />
units).<br />
B. Galvalume material shall have a twenty (20) year guarantee against failure due to corrosion, rupture or<br />
perforation.<br />
PART 2 - PRODUCTS<br />
2.01 ACCEPTABLE MANUFACTURERS<br />
A. Berridge Manufacturing Company located in Houston Texas, or equal.<br />
B. Substitutions shall fully comply with specified requirements under provisions of Section 01600.<br />
2.02 SHEET MATERIALS<br />
A. Prefinished Metal shall be Hot-Dipped Galvanized – ASTM A446-85 Grade C G90 Coating, A525-86<br />
24 Gauge core steel or prefinished Galvalume – ASTM 792-86 AZ-55.<br />
B. Unfinished Metal shall be Grade C Galvalume ASTM 792-86, AZ 55, “Satin Finish.”<br />
C. Finish shall be full strength Kynar 500 Fluoropolymer coating, applied by the manufacturer on a continuous<br />
coil coating line, with a top side dry film thickness of 0.70 to 0.90 mil over 0.25 to 0.35 mil prime coat, to<br />
provide a total dry thickness of 0.95 to 1.25 mil. Bottom side shall be coated with primer with a dry film<br />
thickness of 0.25 mil. Finish shall conform to all tests for adhesion, flexibility, and longevity as specified by<br />
the Kynar 500 finish supplier.<br />
D. Strippable film shall be applied to the top side of the painted coil to protect the finish during fabrication,<br />
shipping and field handling. This strippable film must be removed before installation.<br />
E. Provide material with maximum amount of recycled content available that achieves performance requirements<br />
of this Section,<br />
F. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section,<br />
2.03 ACCESSORY MATERIALS<br />
A. Fasteners: Type suited to application, stainless or corrosion resistant coated steel.<br />
B. Joint Sealers: Specified in Section 07920.<br />
2.04 FABRICATION<br />
A. Fabricate panels in accordance with manufacturer’s instructions, using wet method of assembly.<br />
B. All exposed adjacent flashing shall be of the same material and finish as the panels.<br />
C. Hem all exposed edges of flashing on underside, ½ inch.<br />
2.05 BERRIDGE FW-12 PANEL<br />
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A. Panels shall have 12” exposure with smooth face, 1-1/2” deep, with concealed fasteners and interlocking<br />
sidelap.<br />
B. Panels should be factory formed, 40’ maximum length.<br />
C. Attachment to metal supports with #10 x ½” TEKS screws at maximum spacing of 5’-0” on center or per local<br />
code, whichever is greater.<br />
D. Provide material with maximum amount of recycled content available that achieves performance requirements<br />
of this Section,<br />
E. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section,<br />
PART 3 - EXECUTION<br />
3.01 INSTALLATION<br />
A. Comply with manufacturer’s standard instructions and conform to standards set forth in the Architectural Sheet<br />
Metal Manual published by SMACNA, in order to achieve a watertight installation.<br />
B. Install panels in such a manner that horizontal lines are true and level and vertical lines are plumb.<br />
C. Install starter and edge trim before installing roof panels.<br />
D. Remove protective strippable film prior to installation of panels.<br />
E. Attach panels using manufacturer’s standard clips and fasteners, spaced in accordance with approved shop<br />
drawings.<br />
F. Do not allow panels or trim to come into contact with dissimilar materials.<br />
G. Protect installed panels and trim from damage caused by adjacent construction until completion of installation.<br />
H. Remove and replace any panels or components which are damaged beyond successful repair.<br />
I. Install trim to maintain visual continuity of system.<br />
J. Install sealants to prevent water penetration. Apply sealers per manufacturer’s instructions and specified in<br />
Section 07920.<br />
3.02 CLEANING<br />
A. Clean any grease, finger marks or stains from the panels per manufacturer’s recommendations.<br />
B. Remove all scrap and construction debris from the site.<br />
3.03 FINAL INSPECTION<br />
A. Final inspection will be performed by the Architect of Record or designee.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 07420<br />
COMPOSITE METAL BUILDING PANELS<br />
1.01 SUMMARY<br />
A. Section Includes:<br />
1. Composite metal wall panel system.<br />
2. Metal support components.<br />
3. Flashings, trim, and accessories.<br />
B. Related Sections:<br />
1. Division 01: Administrative, procedural, and temporary work requirements.<br />
2. Section 079200 - Joint Sealers.<br />
1.02 REFERENCES<br />
A. American Architectural Manufacturers Associationi (AAMA) 2605 - Voluntary Specification,<br />
Performance Requirements and Test Procedures for Superior Performing Organic Coatings on<br />
Architectural Extrusions and Panels.<br />
B. ASTM International (ASTM):<br />
1. B209 - Standard Specification for Aluminum-Alloy Sheet and Plate.<br />
2. B221 - Standard Specification for Aluminum-Alloy Extruded Bars, Rods, Wires, Shapes<br />
and Tubes.<br />
3. E330 – Standard Test Method for Structural Performance of Exterior Windows, Curtain<br />
Walls, and Doors under the Influence of Wind Loads.<br />
1.03 SYSTEM DESCRIPTION<br />
A. Design Requirements: Design system to withstand:<br />
1. Positive and negative design wind loads acting normal to wall plane in accordance with Building<br />
Code with deflection of any member not to exceed L/175, tested to ASTM E330.<br />
2. Movement caused by an ambient temperature range of 120 degrees F and a surface<br />
temperature range of 160 degrees F.<br />
1.04 SUBMITTALS<br />
A. Submittals for Review:<br />
1. Shop Drawings: Include plans, elevations, and details, size and layout of panels, trim,<br />
accessories, supports, and attachments.<br />
2. Samples: 3 x 3 inch sample panel in specified color.<br />
B. Quality Control Submittals:<br />
1. Certification: Manufacturer’s certification that composite building panel system meets specified<br />
design and performance criteria.<br />
C. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled<br />
content per unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content<br />
product in the assembly by weight.<br />
D. Local/Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance<br />
between extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include<br />
materials cost only.<br />
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4. Product Component(s) Value: Where product components are sourced or manufactured in<br />
separate locations, provide location information for each component. Indicate the percentage by<br />
weight of each component per unit of product.<br />
1.05 QUALITY ASSURANCE<br />
A. Design Concept:<br />
1. Requirements of Contract Documents that relate to composite metal panel system are intended<br />
to establish overall design intent and standard of quality.<br />
2. Structural design of system and details and methods of construction are Contractor’s responsibility.<br />
Size and thickness of members, location and type of supports and attachments, and details of<br />
functional and concealed components that are not of an aesthetic nature may be modified<br />
from that shown if a more efficient method can be used.<br />
3. Maintain design concept shown, without materially increasing member sizes and without altering<br />
profiles, finishes, and alignments. Make modifications from what is shown as may be necessary to<br />
meet performance requirements and coordinate work.<br />
4. Show deviations from requirements of Contract Documents on Shop Drawings.<br />
B. Fabricator and Installer Qualifications: Minimum 3 years experience in work of this Section.<br />
1.06 DELIVERY, STORAGE AND HANDLING<br />
A. Provide coverings and spacers to prevent panel-to-panel contact.<br />
PART 2 - PRODUCTS<br />
2.01 MANUFACTURERS<br />
A. Acceptable Manufacturers:<br />
1. Alcoa, Inc.<br />
2. Alcan Composites.<br />
3. Centria.<br />
4. Mitsubishi Chemical America, Inc.<br />
B. Substitutions: Under provisions of Division 01.<br />
2.02 MATERIALS<br />
A. Composite Metal Panels:<br />
1. Type: Aluminum composite composed of two aluminum sheets with polypropylene core.<br />
2. Face sheets: Aluminum sheet, ASTM B209, minimum 0.020 inch thick, alloy and temper best<br />
suited to application.<br />
3. Thickness: 4 mm.<br />
4. Finish:<br />
a. Exterior face: AAMA 2605, fluropolymer coating containing minimum 70 percent<br />
PVDF resins applied to sheets in coil form, refer to Finish Schedule for color.<br />
b. Interior face: Manufacturer’s standard painted finish.<br />
5. Provide material with maximum amount of recycled content available that achieves performance<br />
requirements of this Section,<br />
6. Provide material with maximum amount of regional (within 500 miles) material feasible that<br />
achieves performance requirements of this Section.<br />
B. Aluminum Extrusions: ASTM B221, 6063-T5 or T6 alloy and temper.<br />
2.03 ACCESSORIES<br />
A. Fasteners: Type suited to application, stainless or corrosion resistant coated steel.<br />
B. Joint Sealers: Specified in Section 079200.<br />
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2.04 FABRICATION<br />
A. Fabricate panels in accordance with manufacturer’s instructions, using wet method of assembly.<br />
B. Conceal support framing behind panel returns, bent to manufacturer’s suggested radius.<br />
C. Rout slots in backs and edges of panels to receive support framing.<br />
D. Provide weep drainage network to route entrapped condensation to exterior.<br />
E. Provide trim of same material and finish as exterior panel faces to conceal fasteners and to trim panels<br />
at corners, terminations, and other conditions where required.<br />
F. Fabrication Tolerances:<br />
1. Panel flatness:<br />
a. Convex or concave bow, across panel short dimension: 1/16 inch maximum.<br />
b. Convex or concave bow, across panel length: 1/8 inch in 10 feet maximum.<br />
2. Dimension of openings within panels: 1/4 inch.<br />
3. Panel width and length: Plus or minus 1/4 inch.<br />
4. Variation from flushness of adjoining panels: Plus or minus 1/16 inch.<br />
PART 3 - EXECUTION<br />
3.01 INSTALLATION<br />
A. Install in accordance with manufacturer’s instructions and approved Shop Drawings.<br />
B. Install aligned, level, and plumb.<br />
C. Permanently fasten panels and trim in concealed locations.<br />
D. Install trim to maintain visual continuity of system.<br />
E. Install sealants to prevent water penetration. Apply sealers as specified in Section 07920.<br />
F. Allowable Tolerances:<br />
1. Maximum offset from alignment of adjacent members in same plane: 1/16 inch.<br />
2. Maximum variation from plane: 1/8 inch.<br />
3. Maximum variation from indicated position: 1/4 inch.<br />
3.02 ADJUSTING<br />
A. Touch up minor scratches and abrasions on panels and trim as directed by manufacturer.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 07535<br />
FULLY ADHERED SINGLE PLY MEMBRANE ROOFING<br />
1.01 SCOPE<br />
A. Provide Roofing Work to produce a weatherproof, watertight covering complying with FM I-90 requirements<br />
for the locality as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Miscellaneous Metals - Section 05500<br />
2. Rough Carpentry - Section 06100<br />
3. Sheet Metal & Flashing - Section 07620<br />
4. Sealants and Caulking - Section 07920<br />
5. Mechanical - Division 15<br />
6. Electrical - Division 16<br />
1.02 STANDARDS AND QUALITY<br />
A. Meet requirements and recommendations of the applicable portions of Standards listed.<br />
1. National roofing Contractors Association NRCA<br />
2. American Society for Testing and Materials ASTM<br />
3. Underwriter's Laboratories UL<br />
1.03 SUBMITTAL<br />
A. Before material is ordered, submit for the Architect's approval complete specifications of the respective<br />
manufacturer's materials and systems that are proposed to be used including recommended changes in method<br />
of application. This should include insulation layout, fastening pattern and sample warranty that is project<br />
specific.<br />
B. There shall be no deviations made from this specification or the approved shop drawings without the prior<br />
written approval of the specifier. Any deviation from the manufacturer's installation procedures must be<br />
supported by written certification on manufacturer's letterhead and presented for the specifier's consideration.<br />
C. If no changes in methods or materials are recommended within 30 days prior to application, it shall be<br />
understood that the Contractor is in agreement with the terms of these Specifications, and he will guarantee the<br />
work as specified herein.<br />
D. Provide details per manufacture indicated matching roof details per architectural plans.<br />
E. Provide example of warranty with submittal.<br />
F. FM Global submittals shall be issued to the attention to the architect. Where then architect will<br />
distribute to FM Global for review & approval.<br />
1. Provide FM approved Roof Assembly Number from RoofNav (www.roofnav.com). If the number is not<br />
known, submit the following information for FM review and a number will be provided;<br />
2. Materials (Manufacturers, model and size of insulation boards, vapor barriers, adhesives, membranes and<br />
any other components of the system.)<br />
3. Roofing system specifications, if approved as a system.<br />
4. Fastneing specifications, including the manufacturere’s name, model, and the proposed fastening density.<br />
5. Drawings and details.<br />
6. A complete Application for Acceptance of Roofing System FM Global Form 2688 will capsulate the roof<br />
covering information.<br />
G. All information is not provided then submittal will be marked as revise and resubmit.<br />
1.04 QUALITY ASSURANCE<br />
A. Applicator of the roofing and insulation shall be approved applicator by the manufacturer of the material.<br />
B. Workmen trained and skilled in this type of work shall be used.<br />
C. Schedule and execute work to prevent leaks and excessive traffic on completed roof sections. Care should be<br />
exercised to provide protection for the interior of the building and to ensure water does not flow beneath or<br />
wick into any completed sections of the membrane system.<br />
D. Upon completion of the installation, the applicator shall arrange for an inspection to be made by a non-sales<br />
technical representative of the membrane manufacturer in order to determine whether or not corrective work<br />
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will be required before the warranty will be issued. Notify the building owner seventy-two (72) hours prior to<br />
the manufacturer's final inspection.<br />
E. General Contractor to coordinate roof Pre-Installation Conference.<br />
F. Design and installation must conform to FM Global Data Sheet 1-28, Wind Design and 1-29 Roof Deck<br />
Securement and Above- Deck Roof Components, using FM approved products.<br />
1.05 WARRANTY<br />
A. Furnish and assign to the Owner (verify whether Cinemark or the Landlord) through the Architect the<br />
Manufacturer's 20 year Total System Marranty and Overburden Warranty. The warranty shall cover both labor<br />
and material necessary to effect watertightness.<br />
1.06 COORDINATION<br />
A. Cooperate with other trades on the job to supply and install materials as they are required with relation to other<br />
work.<br />
B. Make connections at points where sheet metal work connects to or interlocks with other materials.<br />
1.07 EXTENT OF WORK<br />
A. Provide all labor, materials, tools, equipment, and supervision necessary to complete the installation of the<br />
fully adhered single ply roofing system including flashings and insulation as specified herein and as indicated<br />
on the drawings in accordance with the manufacturer's most current specifications and details.<br />
B. The roofing contractor shall be fully knowledgeable of all requirements of the contract documents and shall<br />
make themselves aware of all job site conditions that will affect their work.<br />
C. The roofing contractor shall confirm all given information and advise the building owner, prior to bid, of any<br />
conflicts that will affect their cost proposal.<br />
D. Any contractor who intends to submit a bid using a roofing system other than the approved manufacturer must<br />
submit for pre-qualification in writing fourteen (14) days prior to the bid date. Any contractor who fails to<br />
submit all information as requested will be subject to rejection. Bids stating "as per plans and <strong>specs</strong>" will be<br />
unacceptable.<br />
1.08 PRODUCT DELIVERY, STORAGE AND HANDLING<br />
A. Deliver materials to the job site in the manufacturer's original, unopened containers or wrappings with the<br />
manufacturer's name, brand name and installation instructions intact and legible. Deliver in sufficient quantity<br />
to permit work to continue without interruption.<br />
B. Comply with the manufacturer's written instructions for proper material storage.<br />
1. Membrane in a dry, cool, shaded area in the original undisturbed plastic. Membrane that has been<br />
exposed to the elements for approximately 7 days must be prepared with manufactures recommended<br />
cleaner prior to hot air welding.<br />
2. Store curable materials (adhesives and sealants) between 60°F and 80°F in dry areas protected from<br />
water and direct sunlight. If exposed to lower temperature, restore to 60°F minimum temperature before<br />
using.<br />
3. Store materials containing solvents in dry, well ventilated spaces with proper fire and safety precautions.<br />
Keep lids on tight. Use before expiration of their shelf life.<br />
C. Insulation must be on pallets, off the ground and tightly covered with waterproof materials.<br />
D. Any materials which are found to be damaged shall be removed and replaced at the applicator's expense.<br />
PART 2 - PRODUCTS<br />
2.01 ACCEPTABLE MANUFACTURERS<br />
A. Products of the following manufacturers are considered to be of the quality required:<br />
1. Carlisle<br />
2. Firestone<br />
3. Johns Manville<br />
2.02 MEMBRANE SYSTEM<br />
A. General Requirements: Roofing materials shall be supplied by one manufacturer and must be the best of their<br />
respective kinds and fully equal in material and method of installation to the following.<br />
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B. Membrane system shall be one of the approved manufacturers fully adhered roofing systems using a reinforced<br />
72 mil (min.), white colored membrane, highly reflective with 20 year “overburden” warranty.<br />
2.03 MATERIALS<br />
A. Roof System Components shall be equal to the following components:<br />
1. Roofing Membrane - A prefabricated fully adhered installation meeting FM I-90 requirements, highly<br />
reflective white single-ply reinforced, 72 mils thick (minimum). Follow Manufacturer’s physical<br />
specifications and minimum performance criteria, as well as regional wind load requirements. Minimum<br />
Solar Reflective Index (SRI) value of 78, or better than.<br />
2. Membrane components: including pipe and curb flashings must be factory prefabricated from the same<br />
fabric reinforced material used for the deck membrane.<br />
3. Termination Sealant: Compatible with materials to which membrane is to be bonded, conforming to<br />
Federal Specifications TT-598 and TT-S-00230C as furnished by manufacturer.<br />
4. Distribution Plates: Factory Mutual approved stress distribution plates formed from a minimum 24<br />
gauge G-90 CQ steel with a galvalume coating, or high strength polyblend.<br />
5. Water Cut-Off Mastic: Compatible with materials with which it is used and furnished by the membrane<br />
manufacturer.<br />
6. Night Seal: Compatible with materials on which it is used.<br />
7. Pitch Pocket Sealant: A single component, self-leveling sealant furnished by membrane manufacturer.<br />
8. Fasteners: To meet FM I 90 requirements with roof deck as furnished by the membrane manufacturer<br />
9. OMITTED<br />
10. Terminations/Edge Details: Manufactured from rigid exterior vinyl with slotted holes for securement<br />
and furnished by membrane manufacturer. Other terminations/edge details must be approved and<br />
warranted by membrane manufacturer.<br />
B. Roof Deck Insulation: Roof insulation shall be R-38 value rigid polyisocyanurate insulation core bonded to<br />
glass fiber mat on both sides, approved by U.L. and roofing manufacturer, and meeting FM-I90 requirements.<br />
Submit evidence of roofing manufacturer approval to Architect prior to installation. Provide tapered insulation<br />
(identical to rigid insulation used) at counterslope, as indicated on drawings.<br />
C. Related Materials:<br />
Nailers:<br />
1. Wood Nailers shall be pressure treated for rot resistance, #2 or better lumber.<br />
2. Nailer height to match total thickness of insulation.<br />
3. Nailer shall be firmly fastened to the deck @ 16" o.c., so as to resist a force of 200 lbs. per lineal foot in<br />
any direction.<br />
D. Roof Accessories:<br />
1. Roof Hatch: Type "S-20" roof hatch, 2'-6" x 3'-0" as manufactured by Bilco Company, New Haven, CT.<br />
06505. NO SUBSTITUTIONS<br />
a. Hatch shall be complete with hinges, springs, handle, hold-open, draft seal, padlock hasp and exterior<br />
skirting.<br />
b. Provide access ladder as specified in Section 05500-Miscellaneous metals.<br />
2. Ladder Extender: Provide Ladder Up Safety post model LU-2 as manufactured by The Bilco Company.<br />
NO SUBSTITUTIONS.<br />
a. Install on fixed ladder below hatch cover in accordance with manufacturer’s instructions.<br />
3. Roof Walkways: Provide and install manufacturers approved roof walkway pads at locations shown on the<br />
drawings, and where traffic will be concentrated (i.e. access doors, roof hatches, ladders, etc.) whether<br />
shown or not.<br />
PART 3 - EXECUTION<br />
3.01 ACCEPTANCE OF SURFACES<br />
A. Installation of roofing materials shall not be started until other trades have completed the installation and<br />
testing of materials or systems which will penetrate the roof surface, requisite blocking is in place, and the<br />
surface of the respective roof deck is dry.<br />
B. Roof deck surface shall be smooth, level, and free of moisture or frost. Sharp ridges or other projections above<br />
the surface shall be removed prior to membrane application.<br />
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C. The roofing contractor shall examine surfaces and conditions before starting work, and shall make certain that<br />
required corrective work has been properly done.<br />
D. When the application of roofing materials is commenced, it will be assumed that the installer acknowledges<br />
that conditions in that area are satisfactory for his work to proceed, and he shall be responsible for corrective<br />
work which may be occasioned by his having started over an unsatisfactory surface.<br />
3.02 INSTALLATION<br />
A. General Requirements<br />
1. Do not lay out or expose insulation on the deck that cannot be covered by membrane on the same day.<br />
2. In making field heat welds, make sure edges are clean and free of tar, mastic or other foreign items.<br />
3. Do not expose membrane and accessories to a constant temperature in excess of 180 degrees Fahrenheit.<br />
4. Sealants and adhesives should be applied according to the manufacturer’s specifications.<br />
5. Proceeding with work will be evidence that surface to be roofed and flashed is approved by manufacturer.<br />
B. Protection of Roofing Surfaces:<br />
1. Storing, wheeling, or trucking directly on roof insulation or membrane surface is not recommended.<br />
Smooth, clean plywood or plank walkways, runways and platforms will be provided as necessary.<br />
3.03 APPLICATION OF INSULATION<br />
A. Insulation shall be installed as recommended by manufacturer.<br />
B. Insulation shall be loosely laid on the roof not exceeding 1/8"<br />
C. Edges of insulation shall be brought closely together and not forced into place. Where insulation joins vertical<br />
surfaces the insulation shall be cut in a neat manner allowing approximately 1/4" clearance.<br />
D. Insulation shall be neatly fitted to roof penetrations, projections, and nailers. Tapered and feathered insulation<br />
shall be installed around roof drains in such a way as to provide proper slope for drainage.<br />
E. Under no circumstances will the membrane be left unsupported in an area greater than 1/4" wide.<br />
F. Mechanically fasten perimeter insulation boards in accordance with manufacturer's recommendation for<br />
geographical location and system type, and as needed to meet FM-I90 requirements..<br />
G. Mechanically fasten field boards with a minimum 5 approved fasteners and insulation plates for each 4'x8'<br />
insulation board, or a minimum of 4 approved fasteners and insulation plates for each 4'x4' insulation board,<br />
meet FM I 90 requirements.<br />
H. Install only as much insulation as can be covered with roofing membrane and completed before the end of the<br />
work day, or before the onset of increment weather.<br />
3.04 APPLICATION OF ROOFING AND FLASHING<br />
A. Membrane roofing shall be applied in strict conformance with the published recommendations of the<br />
manufacturer of roofing materials approved for use.<br />
B. OMITTED<br />
C. Secure membrane at changes in roof slope and penetrations in accordance with manufacturers requirements<br />
and instructions.<br />
3.05 QUALITY CONTROL<br />
A. Test welds for continuity by running a screw driver along joints after weld has cooled.<br />
B. Periodically check cross section cuts at seams.<br />
C. Reweld any discontinuities.<br />
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3.06 CLEANING<br />
A. Refer to Section 01710 - Cleaning.<br />
B. Surfaces of membrane roofing shall be protected from damage occasioned by other construction operations.<br />
C. When other work on the project has been completed, and there is no possibility of finishes becoming further<br />
damaged or discolored, remove protective materials and clean surfaces with water and other suitable cleaning<br />
material.<br />
D. Remove from the project site debris and litter resulting from the roofing contractor's work, and equipment and<br />
unused materials.<br />
END OF SECTION<br />
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Section 07610<br />
Page 1<br />
SECTION 07610<br />
METAL ROOF PANELS<br />
PART 1 GENERAL<br />
1.1 RELATED DOCUMENTS<br />
A. Drawings and general provisions of Contract, including General and Supplementary Conditions<br />
and Division 1 Specification Sections, apply to this Section.<br />
1.2 SUMMARY<br />
A. This Section includes, but is not necessarily limited to:<br />
1. Furnishing and installation of all preformed metal roofing and walls, and accessories as<br />
indicated on the drawings and specified herein.<br />
B. Related Sections:<br />
C. The following sections contain requirements that relate to this Section:<br />
1. Structural Steel: Section 05100<br />
2. Metal Roof Deck: Section 05300<br />
3. Miscellaneous Metals: Section 05500<br />
1.3 SUBMITTALS<br />
A. PRODUCT DATA<br />
1. Submit Manufacturer’s technical product data, installation instructions and recommendations for<br />
each type of roofing and wall panel required. Include data substantiating that materials comply<br />
with requirements.<br />
2. Recycled Content:<br />
a. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled<br />
content per unit of product.<br />
b. Indicate relative dollar value of recycled content product to total dollar value of product<br />
included in project.<br />
c. If recycled content product is part of an assembly, indicate the percentage of recycled content<br />
product in the assembly by weight.<br />
d. If recycled content product is part of an assembly, indicate relative dollar value of recycled<br />
content product to total dollar value of assembly.<br />
3. Local/Regional Materials:<br />
a. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate<br />
distance between extraction, harvesting, and recovery and the project site.<br />
b. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance<br />
between manufacturing facility and the project site.<br />
c. Product Value: Indicate dollar value of product containing local/regional materials; include<br />
materials cost only.<br />
d. Product Component(s) Value: Where product components are sourced or manufactured in<br />
separate locations, provide location information for each component. Indicate the percentage<br />
by weight of each component per unit of product.<br />
B. SAMPLES<br />
1. Prior to ordering products, submit Manufacturer’s standard color Samples for<br />
Architect’s/Engineer’s selection.<br />
2. Prior to starting work, submit two 12” long Panel Samples showing shape and a representative<br />
color chip for Architect’s/Engineer’s acceptance.<br />
C. SHOP DRAWINGS<br />
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1. Show panel layout, trim installation, and panel attachment.<br />
D. SITE CONDITIONS<br />
1. Provide completed site condition form for the specified finish to suit project condition<br />
1.4 QUALITY ASSURANCE<br />
A. INSTALLER’S QUALIFICATIONS<br />
1. Installation of panels and accessories by installers with a minimum of 5 years experience on panel<br />
projects of this nature.<br />
B. MANUFACTURER’S QUALIFICATIONS<br />
1. Manufacturer shall have a minimum of 10 years experience supplying metal roofing/siding to the<br />
region where the work is to be done.<br />
2. Manufacturer shall provide proof of $2,000,000 liability insurance for their metal roof system and<br />
comply with current independent testing and certification as specified. See specific product<br />
literature for testing information.<br />
3. Panel manufacturers without full supporting literature, Flashings & Details Guides, Guide<br />
Specifications and Technical Support shall not be considered equal to the specified product.<br />
C. REGULATORY AGENCY REQUIREMENTS<br />
1. Comply with CBC and local Building Code requirements if more restrictive than those specified<br />
herein.<br />
1.5 PRODUCT DELIVERY, STORAGE AND HANDLING<br />
A. Protect against damage and discoloration<br />
B. Handle panels with non-marring slings.<br />
C. Do not bend panels.<br />
D. Store panels above ground, with one end elevated for drainage.<br />
E. Protect panels against standing water and condensation between adjacent surfaces.<br />
F. If panels become wet, immediately separate sheets, wipe dry with clean cloth, and allow to air dry.<br />
G. Remove any strippable film coating prior to installation and do not allow it to remain on the panels in<br />
extreme cold, heat or in direct sunlight.<br />
1.6 WARRANTY<br />
A. MANUFACTURER’S PRODUCT WARRANTY<br />
1. Manufacturer’s standard coating performance warranty, as available for specified installation and<br />
environmental conditions. (Contact an AEP Span representative to determine actual warranty<br />
criteria.)<br />
B. CONTRACTOR’S WARRANTY<br />
1. Warrant panels, flashings, sealants, fasteners and accessories against defective materials and/or<br />
workmanship, to remain watertight and weatherproof with normal usage for two (2) years<br />
following Project Substantial Completion date.<br />
PART 2 – PRODUCTS<br />
2.1 ACCEPTABLE MANUFACTURER<br />
A. AEP Span, A Division of ASC Profiles Inc, 2110 Enterprise Boulevard, West Sacramento, Calif 95691<br />
800-733-4955<br />
Fontana: 10905 Beech Avenue, Fontana, California 92337<br />
Tacoma: 2141 Milwaukee Way, Tacoma, Washington 98421<br />
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B. PANEL DESIGNATION:<br />
1. HR-36® Roof and Wall. Net coverage 36”, rib depth 1-1/2” @7.2” o.c.<br />
2.2 MATERIALS<br />
A. PANELS<br />
1. Base Metal:<br />
a. Material:<br />
1. Steel conforming to ASTM A792 Zincalume®/Galvalume®, minimum yield 50,000<br />
psi, thickness 24 gauge.<br />
b. Protective Coating:<br />
1. Conform to ASTM A792, AZ50 (Zincalume/Galvalume).<br />
2. Exterior Finish:<br />
a. Zincalume® Plus protective coating.<br />
3. Color:<br />
a. Bare Zincalume® .<br />
B. FABRICATION<br />
1. Unless otherwise shown on drawings or specified herein, panels shall be full length. Fabricate<br />
flashings and accessories in longest practical lengths.<br />
2. Roofing panels shall be factory formed. Field formed panels are not acceptable.<br />
C. RECYCLED CONTENT<br />
1. Provide material with maximum amount of recycled content available that achieves performance<br />
requirements of this Section.<br />
D. REGIONAL MATERIALS<br />
1. Provide material with maximum amount of locally sourced (within 500 miles) content available<br />
that achieves performance requirements of this Section.<br />
PART 3 – EXECUTION<br />
3.1 EXAMINATION<br />
A. EXISTING CONDITIONS<br />
1. Inspect installed work of other trades and verify that such work is complete to a point where this<br />
work may continue.<br />
2. Verify that installation may be made in accordance with approved shop drawings and<br />
manufacturer’s instructions.<br />
3.2 PREPARATION<br />
A. FIELD MEASUREMENTS<br />
1. Verify prior to fabrication.<br />
2. If field measurements differ from drawing dimensions, notify Architect/Engineer prior to<br />
fabrication.<br />
B. PROTECTION<br />
1. Treat, or isolate with protective material, and contacting surfaces of dissimilar materials to prevent<br />
electrolytic corrosion.<br />
2. Require workmen who will be walking on Roofing Panels to wear clean, soft-soled work shoes<br />
that will not pick up stones or other abrasive material, which could cause damage or discoloration.<br />
3. Protect work of other trades against damage and discoloration.<br />
C. SURFACE PREPARATION<br />
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1. Clean and dry surfaces prior to applying sealant.<br />
3.3 INSTALLATION<br />
A. PANELS<br />
1. Follow roof panel manufacturer’s directions.<br />
2. Install panel seams (choose one) vertically or horizontally.<br />
3. Lap panels away from prevailing wind direction.<br />
4. Do not stretch or compress panel side-laps.<br />
5. Secure panels without warp or deflection.<br />
B. ALLOWABLE ERECTION TOLERANCE<br />
1. Maximum Alignment Variation: 1/4 inch in 40 feet.<br />
C. FLASHING<br />
2. Follow manufacturer’s directions and architect approved Shop Drawings.<br />
3. Overlap roof panels at least 6 inches.<br />
4. Install flashings to allow for thermal movement.<br />
5. Remove strippable protective film, if used, immediately preceding flashing installation.<br />
D. CUTTING AND FITTING<br />
1. Neat, square and true. Torch cutting is prohibited where cut is exposed to final view.<br />
2. Openings 6 inches and larger in any direction: Shop fabricate and reinforce to maintain original<br />
load capacity.<br />
3. Where necessary to saw-cut panels, debur cut edges.<br />
3.4 CLEAN UP AND CLOSE OUT<br />
A. PANEL DAMAGE AND FINISH SCRATCHES<br />
1. Do not apply touch-up paint to damaged paint areas that involve minor scratches.<br />
2. Panels or flashings that have severe paint and/or substrate damage shall be replaced as directed by<br />
the Architect’s or Owner’s representative.<br />
B. CLEANING AND REPAIRING<br />
1. At completion of each day’s work and at work completion, sweep panels, flashings and gutters<br />
clean. Do not allow fasteners, cuttings, filings or scraps to accumulate.<br />
2. Remove debris from project site upon work completion or sooner, if directed.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 07620<br />
SHEET METAL, FLASHING AND TRIM<br />
1.01 SCOPE<br />
A. Provide Sheet Metal work as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Submittals - Section 01340<br />
2. Miscellaneous Metals - Section 05500<br />
3. Rough Carpentry - Section 06100<br />
4. Roofing - Section 07535<br />
5. Sealants and Caulking - Section 07920<br />
1.02 STANDARDS<br />
A. Meet requirements and recommendations of applicable portions of Standards listed.<br />
1. American Hot Dip Galvanizers Association AHDGA<br />
2. American Society for Testing and Materials ASTM<br />
3. Sheet Metal Contractors National Association Inc. SMCNA<br />
1.03 QUALIFICATIONS<br />
A. The applicator of this work shall comply with the recommendations of the SMCNA Manual.<br />
B. Workmen shall be craftsmen trained and skilled to do this type of work.<br />
1.04 SHOP DRAWINGS<br />
A. Refer to Section 01340: Submittals.<br />
B. Submit shop drawings for sheet metal, other than standard indicated shapes, that is fabricated especially for use<br />
on this project.<br />
C. Show locations, markings, quantities, sizes and shapes, gauges, fastenings, anchorages, and provisions<br />
necessary for thermal expansion and contraction.<br />
D. Draw profiles, sections, and views at a scale large enough to permit checking for design conformity.<br />
E. Provide information of product compliance with FM Global Loss Prevention Data Sheet 1-49, Perimeter<br />
Flashing.<br />
1.05 DELIVERY AND STORAGE<br />
A. Use means necessary to protect materials of this Section before, during and after installation and to protect<br />
installed work and materials of other trades.<br />
1.06 COORDINATION<br />
A. Upon completion and acceptance of the project, furnish to the Owner through the Architect, a written<br />
guarantee.<br />
B. OMITTED<br />
C. Make connections at points where sheet metal work connects to or interlocks with other materials, particularly<br />
when roofing gravel stops and flashing work to masonry.<br />
1.07 WARRANTY<br />
A. Upon completion and acceptance of the project, furnish to the Owner through the Architect, a written warranty.<br />
B. Warranty items of work included in this Section for a period of two (2) years from the date of acceptance,<br />
against defective workmanship and/or materials.<br />
C. Defects resulting from faulty materials and/or workmanship during the guarantee period shall be replaced by<br />
the Contractor at his expense.<br />
D. This warranty shall be issued jointly by the General Contractor, the sheet metal applicator and the roofing<br />
applicator for the full 2 years.<br />
PART 2 - PRODUCTS<br />
2.01 MATERIALS<br />
A. Coping: Paint grip galvanized steel for paint, 26 gage.<br />
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B. Galvanized Iron:<br />
1. Iron: 26 gage, ASTM A653/A653m.<br />
2. Galvanizing: ASTM AA653/A653m, hot-dipped, min. 1.25 oz. of zinc per sq. ft.<br />
3. Finish: Bonderized treatment to hold paint; MIL-T-490A; Armco "paint grip" or approved equivalent<br />
meeting specification.<br />
C. Solder: ASTM B32-95b, half tin and half lead unless recommended otherwise by the manufacturer of the sheet<br />
metal.<br />
D. Provide strainer units for rain drainage work at outlets of gutters, conductor heads and overflow pipes.<br />
Fabricate units of minimum 0.062" dra., non-corrosive compatible wire or wire mesh, with 3/8" max. spacing<br />
of wires. Unit should be of a removable beehive design.<br />
2.02 FABRICATED PRODUCTS<br />
A. Flashing, Counterflashing, Gutters, Downspouts, Gravel Stops, Scuppers and Similar Items; Shop fabricate<br />
from zinc coated steel sheet to profiles and sizes shown and comply with standard industry details shown in the<br />
"Architectural Sheet Metal Manual" by SMACNA.<br />
PART 3 - EXECUTION<br />
3.01 FABRICATION AND INSTALLATION<br />
A. General<br />
1. Workmanship shall be in accordance with the best practice.<br />
2. Make sections uniform, rigid and accurately fitted.<br />
3. Solder bead, or hem exposed edges.<br />
4. Examine surfaces that are to receive insulation, roofing and sheet metal before starting work.<br />
5. Correct defects that would prevent proper installation of sheet metal.<br />
6. Proceeding with work shall be construed as evidence that surfaces to receive sheet metal are satisfactory.<br />
7. Make allowances for expansion and contraction of sheet metal members.<br />
8. Separate dissimilar metals with two full coats of zinc chromate or bituminous paint.<br />
9. Conceal separations upon completion of work.<br />
B. Factory coping: Install in accordance with manufacturer's printed instructions. Install manufacturer's<br />
concealed coping chairs spaced as recommended by manufacturer and provide concealed joint covers at butt<br />
joints.<br />
C. Mechanical and electrical equipment flashing furnished under a separate contract.<br />
D. Overflow Scuppers:<br />
1. Fabricate 26 gage metal to detail shown on Drawings.<br />
2. Attach on wall as detailed.<br />
E. Installation to be inaccordance with FM Global Loss Prevention Data Sheet 1-49, Perimeter Flashing and using<br />
FM approved products<br />
3.02 CLEANING<br />
A. Refer to Section 01710 - Cleaning.<br />
B. Clean adjacent surfaces from soil, stain, and adhered material.<br />
C. Remove and replace damaged work that cannot be restored to original condition.<br />
D. Protect sheet metal work from damage by work of trades and separate contractors. This Contractor shall<br />
furnish protection as may be required.<br />
END OF SECTION<br />
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A<br />
PART 1 - GENERAL<br />
SECTION 07920<br />
SEALANTS AND CAULKING<br />
1.01 SCOPE<br />
A. Provide Sealant and Caulking work as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Cast-in-Place Concrete - Section 03300<br />
2. Concrete Wall Panels - Section 03411.<br />
3. Exterior Insulation and Finish System – Section 07240.<br />
4. Sheet Metal Siding, Flashing and Trim - Section 07620<br />
5. Aluminum Entrances and Storefront - Section 08410<br />
6. Gypsum Wallboard - Section 09250<br />
7. Painting - Section 09900<br />
C. The storefront installer is responsible for all interior and perimeter joint sealant installation.<br />
D. Interior latex caulking shall be performed by painting subcontractor.<br />
1.02 STANDARDS AND QUALITY<br />
A. Meet requirements and recommendations of applicable portions of standards listed.<br />
1. American Society for Testing and Materials ASTM<br />
2. Federal Specifications FedSpec<br />
1.03 SUBMITTALS<br />
A. Before ordering material, submit for the Architect's approval complete manufacturer's specifications of<br />
materials specified in this Section in accordance with Section 01340 - Submittals.<br />
B. Product data sheet or MSDS indicating VOC emissions in grams/Liter (g/L).<br />
1.04 DELIVERY AND STORAGE<br />
A. Deliver and store materials in their original unopened containers bearing the manufacturer's label.<br />
B. Deliver, store, and handle all materials so as to prevent the entrance of foreign materials and damage of<br />
materials by water or breakage.<br />
C. Store materials to allow free access to the work.<br />
D. Schedule deliveries to avoid delay in the work.<br />
E. Protect materials from damage during storage.<br />
1.05 GUARANTEE<br />
A. Upon completion and acceptance of the project, furnish to the Owner through the Architect a written<br />
guarantee.<br />
B. Guarantee items and work included in this Section for a period of two years from the date of acceptance<br />
against defective workmanship and/or materials.<br />
C. Defects resulting from faulty materials and/or workmanship during the guarantee period shall be<br />
repaired or replaced by the Contractor at his expense.<br />
D. This guarantee shall be issued by the General Contractor and the applicator for the full two years.<br />
PART 2 - PRODUCTS<br />
2.01 ACCEPTABLE MANUFACTURERS<br />
A. Dow Corning<br />
B. Pecora Corp.<br />
C. Sika<br />
D. Sonneborn Building Product, Inc.<br />
E. Tremco Manufacturing Co.<br />
F. Sherwin Williams Co.<br />
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2.02 MATERIALS<br />
A. Sealants<br />
1. Type 1 – Two part, self-leveling, polyurethane sealant; FS TT-S-00227E,<br />
Class A, standard neutral color to be approved by Architect.<br />
2. Type 2 - One-part, non-sag, low-modulus, polyurethane joint sealant; FS TT-S-<br />
00227E, Class A, Type II, color as selected by the Architect.<br />
3. Type 3 – One part, neutral curing, silicone sealant; FS TT-S-00230C, FS TT-S-<br />
001543A, Class A, Use T, color to match floor.<br />
4. Type 4 – One part, non sag, neutral curing, silicone sealant, FS TT-S-001543A,<br />
FS TT-S-00230C, Class A.<br />
5. Acoustical Sealant: equivalent to USG acoustical sealant.<br />
6. Sealants within the building envelope shall comply with emission limits outlined in<br />
Section 01352 IAQ management.<br />
Firm Type 1 Type 2 Type 3 Type 4<br />
Dow Corning N/A N/A 790 791<br />
Pecora NR-200 Dynatrol 1-XL N/A 864 NST<br />
or DynaTred<br />
Sika Sikaflex-2c SL Sikaflex-15 LM N/A N/A<br />
Sonneborn SL2 NP1 N/A N/A<br />
Tremco THC-900 Spectrem 2 Spectrem 1<br />
or 901 Dymeric<br />
Sherwin Williams Stampede 2SL Stampede 1 White Lightning Silicone Ultra<br />
SW Shermax<br />
B. Caulking Compound (Interior use)<br />
1. One part acrylic latex caulk capable of being painted with latex or oil base paints; ASTM C834-95.<br />
Provide between plumbing fixtures and adjacent surfaces. Color of caulk for this application is to be<br />
white.<br />
2. Caulking within the building envelope shall comply with emission limits outlined in Section 01352<br />
IAQ management.<br />
C. Related Materials<br />
1. Primer: As required by sealant manufacturer for each type of working surface,<br />
having been tested for staining and durability on samples of actual surfaces to be<br />
sealed.<br />
2. Vertical Joint Backing: Closed-cell polyethylene joint backer rod as required by<br />
sealant manufacturer in writing to Architect. Select size that will cause an<br />
approximate 30% compression in joint.<br />
3. Horizontal Joint Backing: Round solid neoprene or butyl rubber, Shore A<br />
hardness 70.<br />
4. Expansion Joint Filler: Recompressed bitumen impregnated foam sealant; size<br />
of uncompressed material to be 3 times joint width in which to be used.<br />
5. Bond Breakers: Polyethylene tape, pressure sensitive adhesive.<br />
6. Solvents, Cleaning Agents, and other Accessory Materials: Recommended by<br />
sealant manufacturer in writing to Architect.<br />
PART 3 - EXECUTION<br />
3.01 PRECAUTIONS<br />
A. Fresh concrete shall be cured 28 days before sealants are applied.<br />
B. Application of sealants shall be performed when the substrate temperature is 40 o F and rising.<br />
C. Do sealing on the exterior before applying dampproofing.<br />
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D. Test adhesion to materials in the field prior to application.<br />
Section 07920<br />
Page 3<br />
3.02 PREPARATION<br />
A. Building joints shall be examined prior to application and conditions detrimental to achieving a positive,<br />
weather-tight seal shall be reported to the Contractor and the Architect.<br />
B. Openings, joints, or channels to be sealed shall be thoroughly clean, dry and free from dust, oil, grease,<br />
loose mortar, or other foreign matter. Do not use an air compresser to clean the joints.<br />
C. Surfaces with protective coatings with which the sealant will come in contact, such as new aluminum or<br />
bronze, shall be wiped with xylol, or a methyl ethyl ketone solvent to remove the protective coating and<br />
oil deposit that may be left on the metal surfaces.<br />
D. Where joints are deeper than 1/2", joint backing shall be used and packed into the joint to within 1/2" of<br />
the surface. Where joints are 3/4" wide, place the backing so that the depth of joint to receive sealant is<br />
one half the width.<br />
E. Concrete or masonry joint surfaces shall be wire brushed.<br />
3.03 APPLICATION OF SEALANTS<br />
A. Location of different types of sealants shall be as follows:<br />
1. Type 1 Polyurethane Sealant - To be used at exterior joints in horizontal surfaces,<br />
subject to traffic.<br />
2. Type 2 Polyurethane Sealant - To be used for exterior joints in vertical surfaces points<br />
indicated on the Drawings, around window and door frames abutting masonry on both<br />
interior and exterior of frames, and other locations specified elsewhere. Install color<br />
exterior caulk at panel joints after building has been painted. Caulk shall change<br />
colors as required to match adjacent panel field color. Do not paint caulk.<br />
3. Type 3 Silicone Sealant - To be used at auditorium floor pour joints and saw-cut<br />
control joints.<br />
4. OMITTED<br />
5. Acrylic Latex Caulk - At interior joints except around exterior door and window<br />
frames. Use to caulk interior trim prior to painting.<br />
6. Expansion Joint Filler - To be used in exterior paving joints, and in vertical and<br />
horizontal building expansion joints, as shown on drawings. To be used with sealant at<br />
joint surface.<br />
B. Mix materials in strict accordance with the manufacturer's instructions.<br />
C. Insert joint backing materials in excessively deep joints to within 1/2 the joint width of the surface of the<br />
joint.<br />
D. Insert expansion joint filler in accordance with new manufacturer's written instructions.<br />
E. Prime surfaces to be sealed with sealant primer in accordance with the sealant manufacturer's<br />
instructions.<br />
F. Materials must not be changed and shall be used as they come from the manufacturer's containers.<br />
G. Apply materials with gun nozzle of sufficient size to render a neat, smooth joint.<br />
H. Apply compound with sufficient pressure to completely fill voids. Leave joint slightly convex. Seal<br />
joints to be weather tight.<br />
I. Finish joints in inside corners with finger, using soapy water.<br />
J. Remove excess sealant and clean sealant from adjacent surfaces.<br />
K. Prevent damage or discoloration to adjacent surfaces.<br />
L. Complete sealing before finish painting is started.<br />
3.04 CLEAN-UP<br />
A. Clean adjacent materials which have been soiled, immediately after sealing the joint, and leave in a neat,<br />
clean, unsoiled condition.<br />
B. Remove excess materials and debris from the job site.<br />
C. Refer to Section 01710 -Cleaning.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
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#165582<br />
SECTION 08100<br />
METAL DOORS AND FRAMES<br />
1.01 SCOPE<br />
A Provide Metal Doors, and Metal Frame work as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Submittals – Section 01340<br />
2. Sealants and Caulking - Section 07920<br />
3. Aluminum Entrances & Storefront - Section 08410<br />
4. Finish Hardware - Section 08710<br />
5. Painting - Section 09900<br />
1.02 STANDARDS AND QUALITY<br />
A. Meet requirements and recommendations of applicable portions of Standards listed.<br />
1. American Society for Testing and Materials ASTM<br />
2. National Board of Fire Underwriters NBFU<br />
3. Underwriters' Laboratories, Inc. UL<br />
4. Steel Door Institute SDI<br />
5. National Association of Architectural Metal Manufacturers NAAMM<br />
1.03 QUALITY ASSURANCE<br />
A. Conform to SDI Standard 100 for Steel Doors and Frames.<br />
B. Construct door frame members of labeled fire doors as approved by UL. Ratings for frames shall match doors.<br />
Locate label on the frame on the jamb midway between the top hinge and the head of the door frame.<br />
C. Construct doors requiring fire rating as approved by UL. Provide appropriate UL labels. In case of conflict<br />
between these Specifications and the labeling or other requirements of the authorities, conform to requirements<br />
of the authorities.<br />
1.04 SHOP DRAWINGS<br />
A. Refer to Section 01340 - Submittals.<br />
B. Show elevations, locations, jamb condition, and methods of assembling.<br />
C. Indicate hardware installation data, thickness of metal and methods of anchoring, and details of construction.<br />
D. Note and mark sufficiently to indicate compliance with requirements of these Specifications.<br />
1.05 DELIVERY, STORAGE AND HANDLING<br />
A. It shall be the responsibility of the Contractor to see that any scratches or disfigurement caused in shipping or<br />
handling are promptly cleaned and touched up with a rust-inhibitive primer, and that materials are properly<br />
stored on planks, or dunnage, out of water, and covered to protect them from damage due to any cause.<br />
B. Doors shall have their wrappings or coverings removed upon arrival at the building site and stored in a vertical<br />
position, spaced by blocking to permit air circulation between them.<br />
PART 2 - PRODUCTS<br />
2.01 MATERIALS<br />
A. Doors shall be made of commercial quality, level, cold rolled steel conforming to ASTM A366/A366m-91,<br />
free of scale, pitting or other surface defects. Interior door face sheets shall be not less than 18 gauge zinccoated.<br />
Exterior door face sheets shall be not less than 16 gauge zinc-coated. Vault door sheets shall not be<br />
less than 14 gauge zinc-coated.<br />
B. Door and Window Frames for interior openings shall be made of commercial grade cold rolled steel<br />
conforming to ASTM A366/A366m-91, not less than 14 gauge zinc-coated at interior. Frames at exterior shall<br />
be not less than 14 gauge zinc-coated. Frame at Vault door shall not be less than 12 gauge.<br />
C. Louvers: Sizes as scheduled on mechanical drawings, inverted "v" type, 50% free area, material to match<br />
door. Door shall be factory prepared for louver.<br />
D. Provide material with maximum amount of recycled content available that achieves performance requirements<br />
of this Section,<br />
E. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section,
Section 08100<br />
Page 2<br />
PART 3 - EXECUTION<br />
3.01 FABRICATION AND ERECTION<br />
A. Work of this Section shall be best grade of modern shop and field hollow metal known to recognized<br />
manufacturers specializing therein, whose products have UL approval.<br />
B. Contractor for hollow metal work may use his standard construction details provided they conform with<br />
Specification and Drawing requirements. Architect may waive minor detail in profiles in order to accommodate<br />
Contractor's Standards where they are not too far at variance from profiles shown.<br />
C. Execute work in strict accordance with approved shop drawings.<br />
D. Notify the General Contractor, in writing, of requirements relative to templates for finish hardware. Send<br />
notice well in advance of actual requirements. General Contractor shall promptly furnish schedule of Finish<br />
hardware to this Contractor, upon which the template requirements may be based.<br />
E. Hardware locations shall conform with standards set forth by NAAMM.<br />
F. Door Frames:<br />
1. Assemble frames in shop with corner, molds, returns, etc., neatly accurately, notched, mitered and welded<br />
to present smooth and true surface.<br />
2. Door frames shall be supplied with factory installed rubber bumpers, three (3) per strike jamb and two (2)<br />
per head for pair of doors.<br />
3. Frame reinforcement for hinges shall be 9 gauge, closer and lock reinforcements - 12 gauge, and<br />
reinforcements for other surface applied hardware - 12 gauge.<br />
4. Blind dust boxes shall be provided for door frame reinforcement and shall be standard with manufacturer.<br />
Boxes shall be not less than 26 gauge.<br />
5. Anchors for frames shall be welded strip anchors or adjustable tee anchors for masonry and standard stud<br />
anchors for drywall partitions. Provide 3 jamb anchors for each jamb. One for each additional 2'-0" in<br />
height above 7'-0".<br />
6. Frames to be anchored to previously placed concrete, masonry or structural steel shall be provided with<br />
anchors and fasteners for suitable design as shown on approved shop drawings.<br />
7. Removable Angle Spreaders shall be provided for door frames for shipment. Remove spreader after frame<br />
is anchored to the floor slab.<br />
8. Floor anchors:<br />
a. Floor anchors of 14 gauge minimum thickness shall be securely welded inside each jamb, with two<br />
holes provided at each jamb for floor anchorage.<br />
9. Door frames shall be mortised, reinforced, drilled and tapped at the factory for fully templated mortised<br />
hardware only, in accordance with approved hardware schedule and templates provided by hardware<br />
supplier. Where surface-mounted hardware is to be applied, frames shall have reinforcing plates; drilling<br />
and tapping shall be done in the field.<br />
G. Hollow Metal Doors<br />
1. Make doors of materials described in paragraph 2.01A with honeycomb core construction for Interior, and<br />
polyurethane foam cores with a thermal break for exterior doors.<br />
2. Door faces shall be joined at their vertical edges by a continuous weld extending the full height of the<br />
door. Welds shall be ground, filled, and dressed smooth to make them invisible and provide a smooth<br />
flush surface.<br />
3. Size and thickness: Doors shall be of sizes and design indicated and shall be 1-3/4" thick unless otherwise<br />
indicated.<br />
4. Top and bottom edges of doors shall be closed with a continuous recessed steel channel not less than 16<br />
gauge, extending the full width of the door and spot welded to both faces. Exterior doors shall have an<br />
additional flush closing channel at their top edges, and a flush closure also at their bottom edge where<br />
required for attachment of weather-stripping. Openings shall be provided in the bottom closure of exterior<br />
doors to permit the escape of entrapped moisture.<br />
5. Edge profiles shall be provided on both vertical edges of doors as follows:<br />
Single-acting swing doors - beveled 1/8" in 2"<br />
Double-action swing doors - rounded on 2-1/8" radius.<br />
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6. Hardware furnished by the hardware contractor for single- acting doors shall be designed for beveled<br />
edges as specified in sub-paragraph 5 above.<br />
7. Hardware reinforcements:<br />
a. Doors shall be mortised, reinforced, drilled, and tapped at the factory for fully templated hardware<br />
only, in accord with the approved hardware schedule and templates provided by the hardware<br />
contractor. Where surface-mounted hardware is to be applied, doors shall have reinforcing plates;<br />
drilling and tapping shall be done in the field.<br />
b. Minimum gauges for hardware reinforcing plates shall be as follows: Hinge and pivot<br />
reinforcements - 9 gauge. Reinforcements for lock face, flush bolts, concealed holders, concealed or<br />
surface mounted closures - 12 gauge. Reinforcements for other surface-mounted hardware - 15<br />
gauge.<br />
8. Reinforce and frame openings required for glazing and louvers. Provide glazing stops with countersunk<br />
flat head screws. Place removable stops for glazing and louvers on "inner" or room side of doors.<br />
9. Design doors for 1/8" clearance at sills, unless greater undercut indicated, 1/8" at head and lock jamb.<br />
Contractor to coordinate undercut with specified thresholds where applicable.<br />
3.02 SHOP FINISH<br />
A. Clean inaccessible surfaces of ferrous metals and coat with rust-inhibitive paint.<br />
B. Surfaces of doors shall be thoroughly cleaned and exposed surfaces shall be filed and ground smooth. Surfaces<br />
shall be given as phosphate treatment conforming to Fed. Spec. TT-C-490 and then be given one coat of<br />
baked-on rust-inhibitive primer.<br />
C. Non-ferrous metals shall not be given prime coat.<br />
3.03 CLEAN-UP AND PROTECTION<br />
A. Refer to Section 01710 - Cleaning. Clean doors and frames from soil and stain that would interfere with finish<br />
painting.<br />
B. Protect doors and frames from damage after they have been installed.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
NAPA CENTURY CENTER XD 12<br />
#165582<br />
SECTION 08212<br />
PLASTIC FACED WOOD DOORS<br />
1.01 SCOPE<br />
A. Provide Wood Door work as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Rough Carpentry - Section 06100<br />
2. Metal Doors and Frames - Section 08100<br />
3. Finish Hardware - Section 08710<br />
4. Glass and Glazing - Section 08810<br />
1.02 STANDARDS<br />
A. Meet requirements and recommendations of applicable portions of the Standards listed.<br />
1. American Plywood Association APA, DFPA<br />
2. Architectural Woodwork Institute AWI<br />
3. National Forest Products Association NFPA<br />
4. National Woodwork Manufacturers Assoc. NWPA<br />
1.03 QUALITY ASSURANCE<br />
A. Acceptable Manufacturers: Qualified to affix each door with National Woodwork Manufacturer's Assoc.<br />
(NWMA) Quality Certification Stamp.<br />
B. Identify as to construction and manufacturer with a stamp, dowel, label, or other readily recognized, permanent<br />
mark on door.<br />
C. Testing Requirements:<br />
1. Bonding NWMA I.S. 1-78<br />
D. Allowable Tolerances:<br />
1. Size + 1/16".<br />
2. Maximum Warp or Twist: 1/4"<br />
3. Squareness:<br />
a. Square corners<br />
b. Maximum difference in diagonals measured on the face of door from upper right corner to lower left<br />
corner and upper left corner to lower right corner: 1/8".<br />
1.04 SUBMITTALS<br />
A. Refer and comply with Section 01340 - Submittals.<br />
B. Certificates: Certificate of compliance with fabrication and test requirements of NWMA I.S. 1-78.<br />
C. Manufacturers Instructions: Furnish installation and hanging instructions for doors, including fire rated doors<br />
where scheduled.<br />
D. Submit (4) samples of each Plastic Laminate color and finish required for Wood Doors.<br />
E. Certification for Sustainable Forestry:<br />
1. Forest Stewardship Council (FSC): Provide letter of certification signed by lumber supplier. Indicate<br />
compliance with FSC "Principles for Natural Forest Management" and identify certifying organization.<br />
a. Submit FSC certification numbers; identify each certified product on a line-item basis.<br />
F. Submit copies of invoices for all wood materials identifying material cost not including labor. Invoices for<br />
FSC certified products shall identify FSC chain of custody (COC) number.<br />
G. E. VOC emissions: Provide low VOC products.<br />
1. Adhesives and sealants: Comply with California’s South Coast Air Quality Management District<br />
(SCAQMD) #1168 identified in Section 01352.<br />
2. Aerosol adhesives: Comply with Green Seal GS-36 identified in Section 01352<br />
3. Clear wood finishes: Comply with SCAQMD #1113 identified in Section 01352<br />
4. Engineered Wood Products: Provide products with no added urea formaldehyde.<br />
Note: The submittals for the Wood Doors will not be reviewed until all required Plastic Laminates have<br />
been received.<br />
1.05 PRODUCT DELIVERY, HANDLING AND STORAGE<br />
A. Deliver material to project site in manufacturer's original unopened protective wrapper.
Section 08212<br />
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B. Manufacturer's name, brand name, size, thickness, and identifying symbols shall be clearly indicated on each<br />
door or wrapper.<br />
C. Deliver doors to building site after partitions and concrete are dry.<br />
D. Handle with clean gloves and do not drag doors across one another or across other surfaces.<br />
E. Store flat on level surface in clean, dry, well ventilated structure and cover to keep clean, but allow air<br />
circulation.<br />
F. Seal top and bottom edges of doors to be stored at site more than 7 days.<br />
1.06 ENVIRONMENTAL CONDITIONS<br />
A. Do not subject doors to abnormal heat, dryness or humidity, or extreme changes therein.<br />
1.07 GUARANTEE<br />
A. Provide written guarantee in accordance with Section 01740.<br />
B. Doors shall be guaranteed to provide satisfactory performance for a period of five years from the date of<br />
acceptance against defective workmanship and/or materials. Doors that fails to perform in accordance with the<br />
guarantee will be repaired or replaced, installed, at the Contractor's expense.<br />
PART 2 - PRODUCTS<br />
2.01 ACCEPTABLE MANUFACTURERS<br />
A. Anton Cabinetry (817-460-8681)<br />
B. Eggers Industries<br />
C. IPIK Door Company<br />
D. Marlite<br />
E. VTI Industries<br />
F. Weyerhauser Co.<br />
2.02 MATERIALS<br />
A. Flush Doors:<br />
1. Quality Grade: Interior doors shall be premium grade solid core, Type PC HPDL-5 with 1/10" hardboard<br />
crossbanding as defined in the AWI Quality Standards, Section 1300.<br />
2. XD Auditorium plastic laminate doors, hinges, kickplates, and pull is provided by Cinemark and installed<br />
by GC. GC is responsible for all other door hardware.<br />
3. Provide Forest Stewardship Council certified product.<br />
4. Provide material with maximum amount of recycled content available to meet performance requirements<br />
of this Section.<br />
5. Engineered Wood Products: Provide products with no added urea formaldehyde.<br />
6. Faces and Finishes:<br />
a. High pressure laminate on faces and edges. Apply edges prior to face application.<br />
b. Laminate: high pressure with min. 1/20"(.050”) thickness; factory machine and finish edges.<br />
Laminate color and manufacturer shall be as shown on the drawings; NO SUBSTITUTIONS.<br />
Firm Non Rated Rated<br />
Algoma PC-5 Novodor PC-5 Novodor FD 1/3 Hour<br />
Eggers P.B. P.B.-20<br />
Marlite AWI PC-HPDL w/ HB Cross AWI FD 1/3 w/ HB Cross<br />
Banding<br />
Banding<br />
Weyerhaeuser DPC-1Timberstrand LSL DFP-20 Timberstrand LSL 20<br />
Anton Custom Custom<br />
B. Factory Clad Doors:<br />
1. Traffic/impact door as manufactured by the Eliason Corporation; NO SUBSTITUTIONS. Door shall<br />
be Model SCP-8, 3'-0" x 7'-0" with 3/4" exterior grade solid wood core.<br />
a. Stainless steel kick and edge trim.<br />
b. 9" x 14" clear acrylic window with black rubber molding<br />
c. Finish shall be as scheduled on drawings. Hold bottom of door & frame 1" above finished floor.<br />
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Section 08212<br />
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C. Accessories:<br />
1. Louvers: Sizes as scheduled on mechanical drawings, inverted "V" type, 50% free area; door shall be<br />
factory prepared for louver. Paint as directed by Architect.<br />
2. Glass openings: Size 4”x60”, Anemostat FGS-75 vision frame. Provide with black satin finish. Factory<br />
prepared for glazing installation.<br />
3. Glass: sizes and location as scheduled with 1/4" nom. thick tempered glass.<br />
4. Edge Trim: Similar to DON-JO U-Channel 1298, stainless steel finish, height to be 84”, with “A” depth of<br />
1”. U-channels are to be fully adhered with adhesive & to be flush with the laminate. NOT to be installed<br />
on top of the laminate or with screws.<br />
C. VOC emissions: Provide low VOC products.<br />
1. Adhesives and sealants: Comply with California’s South Coast Air Quality Management District<br />
(SCAQMD) #1168 identified in Section 01352.<br />
2. Aerosol adhesives: Comply with Green Seal GS-36 identified in Section 01352<br />
3. Clear wood finishes: Comply with SCAQMD #1113 identified in Section 01352<br />
PART 3 - EXECUTION<br />
3.01 WORKMANSHIP AND INSTALLATION<br />
A. Install in accordance with requirements of manufacturer's instructions.<br />
B. Doors shall be drilled and fitted to leave equal width stiles on each side and equal headrail and fit snugly<br />
without binding. Allowance shall be made when fitted so doors will close without forcing and to prevent any<br />
rattling with hardware cuts true and neat. Immediately after hanging doors, remove them and coat top and<br />
bottom edges with materials specified in Painting Section.<br />
C. Bevel lock edges of single acting doors 1/8" in 2".<br />
D. Allow 1/8" at jambs and head.<br />
E. Over threshold, allow 3/16" clearance above finished floor material.<br />
F. For openings without threshold, allow 3/8" above finished floor material.<br />
G. Doors shown on Drawings but not specifically mentioned herein above, but which are required to make<br />
complete installation, shall be furnished under this Section. The grade and type of door shall be in keeping with<br />
the surrounding or adjacent materials as required to make a consistent job. The General Contractor shall verify<br />
finishes prior to ordering materials.<br />
3.02 ADJUST AND CLEAN<br />
A. Refer to Section 01710 - Cleaning.<br />
B. Rehand and replace doors which do not swing or operate freely, as directed by the Architect.<br />
C. Refinish or replace doors damaged prior to acceptance of the work.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 08410<br />
ALUMINUM ENTRANCES AND STOREFRONTS<br />
1.01 SCOPE<br />
A. Provide Aluminum Entrances and Storefront Work as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Sealants and Caulking - Section 07920<br />
2. Metal Doors and Frames - Section 08100<br />
3. Finish Hardware - Section 08710<br />
4. Glass and Glazing - Section 08810<br />
C. Work Included:<br />
1. Glazing of storefront and entrances shall be under this Section and shall be performed in accordance with<br />
Section 08810 - Glass and Glazing.<br />
2. Sealing of storefront, including joints between storefront and contiguous material, shall be under this<br />
Section and performed in accordance with Section 07920 - Sealants & Caulking.<br />
3. Furnish and install hardware less masterkeyed cylinders. Cylinders will be supplied by the Hardware<br />
Supplier under Section 08710 - Finish Hardware.<br />
1.02 STANDARDS AND QUALITY<br />
A. Meet requirements and recommendations of the applicable portions of standards listed:<br />
1. American Society for Testing and Materials ASTM<br />
2. National Association of Architectural Metal NAAMM<br />
1.03 SUBMITTALS<br />
A. Refer to Section 01340 - Submittals.<br />
B. Submit shop drawings in accordance with the requirements of the Supplementary General Conditions.<br />
C. Shop drawings include:<br />
1. Metals - kind and gauge.<br />
2. Members - sizes and shape.<br />
3. Bracing, Framing and Anchors - method and type.<br />
4. Finishes - respective types.<br />
5. Structural elements of building - size and relation to the members.<br />
D. Submit samples of materials involved showing actual colors and finishes.<br />
E. Submit aluminum samples in duplicate, one to be returned to manufacturer for color control, one to be retained<br />
by Architect for comparison on job.<br />
F. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
G. Local/Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
1.04 DELIVERY AND STORAGE<br />
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A. Schedule deliveries to avoid delay in the work.<br />
B. Deliver and store materials in their original unopened containers bearing the manufacture's label.<br />
C. Protect materials.<br />
D. Store materials to allow easy access to the work.<br />
1.05 GUARANTEE<br />
A. Upon completion and acceptance of the project, furnish to the Owner through the Architect a written guarantee.<br />
B. Guarantee items and work included in the Section for a period of two years from the date of acceptance against<br />
defects in materials and/or workmanship.<br />
C. Defects resulting from faulty materials and/or workmanship during the guarantee periods shall be repaired or<br />
replaced by the Contractor at his expense.<br />
PART 2 - PRODUCTS<br />
2.01 ACCEPTABLE MANUFACTURERS<br />
A. Products of the following manufacturers are considered to be of the quality required.<br />
1. U.S. Aluminum<br />
2. Oldcastle<br />
3. Kawneer<br />
B. Product substitutions shall be in accordance with Section 01600.<br />
2.02 MATERIALS<br />
A. Entrances<br />
Firm Type Stile Top Rail Bottom Rail<br />
U.S. Aluminum Wide Style 550 5” 5 ½” 10”<br />
Oldcastle Wide Stile 500 5 ½” 4 ½” 10”<br />
Kawneer Wide Stile 500 5” 5” 10”<br />
1. Corner construction shall consist of both sigma deep penetration weld and mechanical fastening.<br />
2. Glazing stops shall be snap-in type with neoprene bulbtype glazing. No exposed screws shall be required<br />
to secure stops. Stops on exterior side shall be lock-in tamper proof type.<br />
3. Door leaf shall be equipped with adjustable mechanism located in top rail near lock stile which will<br />
provide for minor clearance adjustments after installation.<br />
4. Provide with nylon pad setting blocks for glazing bead with offset "Levelizer" to allow adjustment of<br />
glazing.<br />
5. Provide material with maximum amount of recycled content available that achieves performance<br />
requirements of this Section,<br />
6. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section,<br />
B. Storefront - (If noted on drawings.)<br />
Firm Type Size<br />
U. S. Aluminum 450 Center Glaze System 1 ¾” x 4 ½” for Party Room<br />
Oldcastle Series 2000 1 ¾” x 4 ½” for Party Room<br />
U.S. Aluminum 451 Center Glaze 2” x 4 ½”<br />
Oldcastle Series 3000 2” x 4 ½”<br />
1 Framing members, transition member, mullions, adapters and mountings shall be extruded of aluminum<br />
with alloy and temper consistent with the method of manufacture. These members shall be of 6063-T5<br />
extruded aluminum alloy (ASTM B221/B221m-95a, alloy G.S. 10A-T5).<br />
2. Screws, miscellaneous fastening devices and internal components shall be of stainless steel, or plated with<br />
corrosion-resistant materials of sufficient strength to perform the functions for which they are used.<br />
3. Glass framing members shall provide for flush glazing on sides with through sight lines, and no projecting<br />
stops or face joints.<br />
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4. The system shall provide fully resilient settings for glass and panels by use of E.P.D.M. elastomeric<br />
gaskets on both sides of the glass.<br />
7. Provide the necessary miscellaneous steel reinforcing and anchors to adequately secure the storefront to<br />
withstand wind loads as required by local building code.<br />
8. One piece tube construction shall be used to frame entrances.<br />
9. Provide material with maximum amount of recycled content available that achieves performance<br />
requirements of this Section,<br />
10. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section,<br />
C. Aluminum Glazing Channels:<br />
1. Glazing channels shall be equivalent to Blumcraft's C-7500 Ceiling Glazing Channel for 1/2" glass on top<br />
and sides; no channel at base. Medium bronze anodized finish.<br />
2. Provide complete with necessary gaskets, setting blocks, fasteners and reinforcing.<br />
D. Aluminum Finish for Storefront and Channels:<br />
1. Material shall be free of scratches and other serious blemishes and chemically cleaned.<br />
2. Exposed Aluminum surfaces shall be finished medium bronze anodized.<br />
3. The minimum coating thickness shall be 0.70 mil when measured per ASTM B244-79, and the density<br />
shall be at least 32 mg. per square inch when measured per ASTM B137-95.<br />
E. Hardware: Refer to schedule of location<br />
1. Suspension:<br />
a. P1: Pivots/Offset, per manufacture: Kawneer Top/Bottom & Intermediate Standard; U.S. Aluminum<br />
OP400 for Top/Bottom, & DH010 for Intermediate; Vistawall OP-6/OP-7 for Top/Bottom, & OP-11<br />
for Intermediate. Finish to match storefront.<br />
2. Function/Trim:<br />
a. PA: Passage: Best Cylindrical Lockset #93K-0-N-15N-S3-694; lever always operable, L3/694<br />
Medium Bronze. (Party Room Storefront Door located on the public side)<br />
b. PULLS: Storefront Door Pull Bars: Bollen Resources Series 48RL doorpulls, black satin finish.<br />
Provided by Cinemark and installed by GC.<br />
c. ED1: Exit Device with dogging, per manufacture: Kawneer Mid-Panel Exit Device; U.S. Aluminum<br />
Mid-Panel Exit Device; Oldcastle VIP1390, with NO key access.<br />
d. ED2: Exit Device – Mid-Panel Exit Device with dummy push panel, per manufacture.<br />
e. ED3: Exit Device with dogging, per manufacture: Kawneer Mid-Panel Exit Device; U.S. Aluminum<br />
Mid-Panel Exit Device; Oldcastle VIP1390, with keyed Best cylinder. Key to retract latch bolt on<br />
one door,finish to match storefront. Provide Best cylinder for one of the double doors.<br />
3. Closer:<br />
a. E: LCN 4041-DEL-EDA: surface mount with extra duty parallel arm and delayed action; finish to<br />
match storefront for all doors. Mount closer on either PUSH or PULL side of door as noted in the<br />
hardware schedule.<br />
b. HCO1: Handicap Automatic Door Opener Button. Manufactured by Curran Engineering model#CE-<br />
635-FM, 4 ½” or Equal. No Wireless. Leaf to receive automatice door opener, opener to be record<br />
USA 8100 series. Refer to drawings for location and if exterior push button is to be wall or pole<br />
mounted.<br />
4. Stop:<br />
a. FS: Floor stop: Rockwood #481 with 1-3/8" stop height, Satin Chrome US26D/652 finish, furnish<br />
with 1 1/2” expansion anchors.<br />
5. Weatherstripping, etc:<br />
a. TH: Threshold equivalent to Reese 4” #S239A, bed in sealant, Typ.<br />
6. Keying:<br />
a. Reference Section 08710.<br />
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2.03 FINISH HARDWARE SCHEDULE Furnish hardware sets in the amounts indicated on the Drawings.<br />
SET<br />
NO.<br />
16A<br />
16B<br />
17A<br />
17B<br />
18A<br />
LOCATION SUSP FUNC./<br />
TRIM<br />
Front Lobby Egress,<br />
Front Exit Corridor<br />
(double doors)<br />
Front Lobby Egress,<br />
(double doors)<br />
Front Lobby Vestibule<br />
Exterior (double doors)<br />
Front Lobby Vestibule<br />
Interior (double doors)<br />
Front Lobby Vestibule HC<br />
Accessible Exterior<br />
(double doors)<br />
CLOSER<br />
THRESH<br />
.<br />
STOP W/S REMARKS<br />
2-P1 ED1 2-E-PUSH TH No Door<br />
Pulls & No<br />
Key Access<br />
2-P1 ED3 2-E-PUSH TH No Door<br />
Pulls<br />
2-P1 ED1<br />
with 2-<br />
Pulls<br />
2-P1 ED2<br />
with 2-<br />
Pulls<br />
2-P1 ED1<br />
with 2-<br />
Pulls<br />
2-E-PUSH TH No Key<br />
Access<br />
2-E-PUSH FS No Key<br />
Access<br />
HOC1 TH No Key<br />
Access<br />
18B Front Lobby Vestibule HC 2-P1 ED2 HOC1 FS No Key<br />
Accessible Interior<br />
with 2-<br />
Access<br />
(double doors)<br />
Pulls<br />
19 Party Room P1 ED2 E-PUSH FS No Key<br />
Access<br />
20 Promenade Exit<br />
(double doors)<br />
2-P1 ED3 2-E-PUSH TH FS Key Access on<br />
one set of<br />
double doors<br />
NOTE: Provide fire rated hardware at all rated doors (refer to Construction Documents for door schedule).<br />
PART 3 - EXECUTION<br />
3.01 INSTALLATION<br />
A. Workmen shall be skilled craftsmen trained to do this type of work.<br />
B. Members - roll or extrude as detailed and in accordance with approved shop drawings.<br />
C. Field check dimensions and work of other trades which affect the installation.<br />
D. Installation of materials constitutes acceptance of others work, defects in the work shall be corrected at the<br />
Contractor's expense.<br />
E. Set members plumb, true and straight square, and level, use longest lengths possible.<br />
F. Joints - minimum amount, miter mouldings, cut extrusions square, free from burrs, clips, filings, or tool marks.<br />
G. Exposed screws or fastening - will not be accepted.<br />
H. Dissimilar metals - separate with heavy coat of bituminous paint.<br />
I. Coordinate burglar alarm in entrances, if required, with Owner.<br />
J. Provide necessary bracing and blocking to the structure to adequately secure the storefront in place.<br />
K. Seal joints between framing and the building structure in order to secure a water tight installation.<br />
L. Complete installation to be water and weather sealed.<br />
3.02 CLEAN-UP<br />
A. Refer to Section 01710 - Cleaning.<br />
B. Following installation, clean and remove stains, finger prints, excess sealants, tape, stickers, etc.<br />
C. Clean with plain water or a solvent recommended by the manufacturer.<br />
D. Abrasives or cleaning agents harmful to the aluminum, glass, hardware or surrounding materials shall not be<br />
used.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 08625<br />
TRANSLUCENT WALL SYSTEM<br />
1.01 RELATED DOCUMENTS<br />
A. The General Conditions of the Contract, including Supplementary Conditions and Division 1 – General<br />
Requirements, apply to the work of this Section.<br />
1.02 WORK INCLUDED<br />
A. Design, manufacture and installation of translucent insulating system. An assembly of extruded Nano-cell<br />
polycarbonate glazing panels incorporated into a complete aluminum framed system that has been tested and<br />
warranted by the manufacturer as a single source system.<br />
B. All anchors, brackets, and hardware attachments necessary to complete the specified structural assembly,<br />
weatherability and water-tightness performance requirements. All flashing up to but not penetrating adjoining<br />
work are also required as part of the system and shall be included.<br />
C. Trained factory and authorized labor with supervision to complete the entire panel installation.<br />
1.03 RELATED WORK SPECIFIED ELSEWHERE<br />
A. Section 03300: Structural Concrete.<br />
B. Section 03411: Concrete Wall Panels.<br />
C. Section 05100: Structural Steel.<br />
D. Section 06100: Rough Carpentry.<br />
E. Section 07535: Roofing.<br />
F. Section 07620: Sheet Metal Flashing and Trim.<br />
G. Section 07920: Sealants and Caulking.<br />
1.04 QUALITY ASSURANCE<br />
A. Translucent wall system must be evaluated and listed by recognized building code authorities: International<br />
Council Evaluation Service Inc. (ICC-ES) and SBCCI-Public Safety Testing and Evaluation Services, Inc.<br />
B. Material and Products shall be manufactured by a company continuously and regularly employed in the<br />
manufacture of skylights using polycarbonate (not glass) panel systems for a period of at least ten (10) years.<br />
Manufactures shall provide a list of at least ten (10) projects having been in place a minimum of ten (10) years,<br />
with similar size, scope, climate and type.<br />
C. Erection shall be by a factory-approved installer which has been in the business of erecting similar material for<br />
at least five (5) consecutive years and can show evidence of satisfactory completion of projects of similar<br />
scope, size and type.<br />
D. The manufacturer shall be responsible for the configuration and fabrication of the complete panel system, and<br />
will ensure that it fully meets the requirements of this specification.<br />
E. Approved manufacturers: All manufacturers acceptable for use on this project under this section must be<br />
approved prior to bid. Manufactures must submit evidence of compliance with all performance criteria<br />
specified herein. This evidence must include proof of conformance and test reports as specified below. Any<br />
exceptions taken from this specification must be noted on the approval request. If no exceptions are noted and<br />
approval is given, product performance will be as specified. Should non-compliance be subsequently<br />
discovered, the previously given approval will be invalidated and use of the product on the project will be<br />
disallowed. Requests for approval, with all appropriate submittal data and samples must be received no less<br />
than six (6) days prior to bid date.<br />
1.05 SUMBITTALS<br />
A. Submit shop drawings and color samples in accordance with Section 01340.<br />
B. The manufacturer shall submit written guarantee accompanied by substantiating data, stating that the products<br />
to be furnished are in accordance with or exceed these specifications.<br />
C. The manufacturer shall submit certified test reports made by an independent organization for each type and<br />
class of panel system. Reports shall verify that the material will meet all performance requirements of this<br />
specification. Previously completed test reports will be acceptable if they are current and indicative of products<br />
used on this project. Test reports required are:<br />
1. Self Ignition Temperature (ASTM 1929-3)<br />
2. Smoke Density (ASTM D-2843)<br />
3. Burning Extent (ASTM D-635)<br />
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4. Interior Flame Spread (ASMT E-84)<br />
5. Color Difference (ASTM D-2244-85)<br />
6. Weathering (ASTM D-4364)<br />
7. Yellowing Index (ASTM D-1925)<br />
8. Weathering Evaluation before and after exposure to 300° F, 25 minutes include Light<br />
Transmission, Color Change, and Yellowing Index, per ASTM E-1175, ASTM D-2244 and ASTM-<br />
D1925 respectively.<br />
9. Shatter Resistance (ASTM D-3841/SPI Method B)<br />
10. Large Missile Test – Impact Resistance per SFBC PA 201-94<br />
11. Insulation “U” Factor per NFRC100 test methods and procedures<br />
12. Water Penetration (ASTM E-331)<br />
13. Load Bearing Capability (ASTM E-330-97)<br />
14. OSHA Life Safety Fall and Walk Through Protection for 300 lb. point load per STD 29 CFR 1910.23<br />
(e)(8)<br />
15. OSHA Life Safety STD 29 CFR – Impact loading by blunt object of 500 ft. lbs. per ASTM E-695-03<br />
16. Performance of exterior windows, curtain walls when impacted by wind-borne debris per ASTM E1996-<br />
02, Level D<br />
17. IES LM-44-90 Testing for Total and Diffused Reflectomerty (Diffused Light Transmission)<br />
D. Maintenance data: The manufacturer shall provide recommended maintenance procedures, schedule of<br />
maintenance and materials required or recommended for maintenance.<br />
E. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
1.06 WARRANTY<br />
A. Provide a single source wall light system manufacturer warranty for glazing panels and framing system – third<br />
party warranty for glazing panels shall not be acceptable.<br />
B. Provide manufacturer ten (10) year warranty to include:<br />
1. Change in light transmission of no more than 6% per ASTM D-1003<br />
2. No delamination of panel affecting appearance, performance or structural integrity of the panel or the<br />
system.<br />
3. Thermal aging – the light transmission and the color shall not change after exposure to heat of 300° F<br />
for 25 minutes (when measured per ASTM D-1003 and ASTM-D2244 respectively).<br />
PART 2 - PRODUCTS<br />
2.01 TRANSLUCENT INSULATING INTERLOCKING NANO-CELL GLAZING TECHNOLOGY<br />
A. The design and performance criteria of this job are based on products manufactured by CPI Daylighting, Inc.<br />
(phone 800-759-6985, fax 847-816-0425), website www.cpidaylighting.com. and as locally represented by<br />
Conner-Legrand, Inc. (phone 800-455-8810) or equal.<br />
B. Substitute products must be proven equal and approved by Architect prior to the published bid date per<br />
specification section 01600. Fiberglass skins and wide cell polycarbonate panels are unacceptable.<br />
2.02 TRANSLUCENT PANEL PERFORMANCE<br />
A. Nano-Cell panel technology – Longevity and Resistance to Buckling and Pressure:<br />
1. Translucent Panels must be of Nano-Cell technology. Wide Cell technology (cell size exceeding 0.18”)<br />
shall not be acceptable.<br />
2. The translucent panel shall include an integral extruded Nano-Cell structural core. The panel’s exterior<br />
skins shall be connected with supporting continuous ribs, perpendicular to the skins, at a spacing not to<br />
exceed 0.18” (truss-like construction). In addition, the space between the two exterior skins shall be<br />
divided by multiple parallel horizontal surfaces, at a spacing not to exceed 0.18”.<br />
B. Appearance:<br />
1. Panel assembly thickness shall be a minimum of 0.47” (12mm) single panel with exposed interlocking<br />
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2” extruded aluminum structural battens.<br />
2. Panel Width: Shall not exceed 2’ to ensure best performance for wind uplift, vibration, oil canning and<br />
visual appearance. Panels over 2’ wide will not be approved.<br />
3. The panels shall be uniform in color with an integral Nano-Cell core. In a cross section, the core shall<br />
be constructed of Nano-Cell honeycomb cells not to exceed 0.18” x 0.18”. The appearance should be<br />
equal to CPI’s Pentaglas 12 Panel. Wide cell panel configurations greater than 0.18” x 0.18” shall not<br />
be accepted.<br />
C. Thermal and solar performance:<br />
1. Insulation Value (“U”) per NFRC 100 test methods and procedures – 0.48<br />
2. Light Transmission (L.T. %) 64% per ASTM E972, E1175 or D-1003<br />
3. Solar Transmission (S.T) 0.78 per ASTM E1084 at “normal” (90°) incidence angle<br />
4. Color: Green<br />
D. Translucent Panel Joint System:<br />
1. Panel shall be extruded in one single formable length. Maximum panel width shall not exceed 2’.<br />
Transverse connections are not acceptable.<br />
2. The panels should be manufactured with grip-lock double tooth upstands that are integral to the unit.<br />
The upstands shall be 90° to the panel face (standing seam dry glazed concept). Welding or gluing of<br />
upstands or standing seam is not acceptable.<br />
3. The 2” battens shall have a grip-lock double tooth locking mechanism to ensure maximum uplift<br />
capability. Battens are to face the exterior side of the panel, for a raised batten exterior appearance.<br />
4. The metal retention clip shall be configured with a 0.4” wide top flange that extends continuously<br />
across the web from end to end and from side to side. To allow a safety factor, the clip must be tested to<br />
meet a wind uplift standard of 90 psf per ASTM E330-97.<br />
5. The panel system batten connection shall meet wind load performance requirements without<br />
deterioration after 100 months of local outdoor exposure. This performance must be demonstrated by<br />
providing independent lab comparison test reports for a weathered versus a new panel assembly. As a<br />
standard for all systems, provide test reports for a 16mm panel assembly, 6’ wide x 12’ long that have<br />
been exposed to local weather conditions for 100 months per ASTM E-330-97 for loading, ASTM E<br />
1886-97 for cycling and ASTM E-1996-02 for missile impact at design load of 70 psf.<br />
6. Water Penetration: No water penetration of the panel U/H joint connection length at test pressure of<br />
10.0 psf per ASTM E-331.<br />
7. Free movement of the panels shall be allowed to occur without damage to the weather tightness of the<br />
completed system.<br />
E. Flammability:<br />
1. The exterior and interior faces shall be an approved light transmitting panel with a CC1 fire rating<br />
classification per ASTM D-635. Flame spread no greater than 25 per ASTM E-84. Smoke density no<br />
greater than 75 per ASTM D2843 and a minimum self-ignition temperature of 1000°F per ASTM 1929.<br />
The panel shall be self-extinguishing.<br />
2. Interior flame spread classification of Class I per ASTM E84.<br />
F. Impact Resistance – the panels shall pass the following tests:<br />
1. ASTM D-3841/SPI – Impact and Shatter Resistance of 200 ft. lbs.<br />
2. SFBC – PA 201-94, impact resistance of 350 ft. lbs.<br />
3. ASTM E-1996-02 – Must comply with standard specification for performance of exterior windows or<br />
curtain walls when impacted by windborne debris at level D and after cyclic wind loading at the specified<br />
design load.<br />
G. OSHA Life Safety Standards 29 CFR 1926.502 (i)(2) and 29 CFR 1910.23(e)(8)<br />
1. Panel assembly shall withstand impact loading by blunt object of 500 ft. lbs. per ASTM E695-03<br />
2. Panel assembly shall withstand a 300 lb. point load at 5’ span per OSHA standard 29CFR 1910 23e8.<br />
H. [Hurricane Zone Panel System shall meet wind uplift resistance requirements per ASTM E1996 and/or local<br />
test protocols.]<br />
I. Cyclic Wind Load – Translucent Panels shall be tested for cyclic wind loads and impact resistance per ASTM<br />
E 1886-97 and ASTM E-1996-02 at test load to verify the positive and negative design loads and Level D<br />
impact.<br />
J. Weatherability:<br />
1. The light transmission as measured by ASTM D1103 shall not decrease more than 6% over ten (10)<br />
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years, or after exposure to temperature of 300°F for 25 minutes (thermal aging).<br />
2. The panel shall be tested by recognized laboratory for weathering evaluation per ASTM D4364-84<br />
(EMAQUA, UNBACKED), after exposure to minimum concentrated natural sunlight radiation of 56000<br />
MJ/M 2 (1540 MJ/M 2 of UV, 200-385 N.M). The panel shall not change in color more than 4.0 units<br />
Delta E, 4.0 units Delta L and Delta B.<br />
3. The panel shall not change color more than 4.0 units (Delta E by ASTM D2244) after 60 months outdoor<br />
weather in projection location determined by an average of at least two samples.<br />
4. Thermal Aging - the interior and exterior faces shall not change color in excess of 0.75 Delta E by<br />
ASTM D2244 and shall not darken more than 0.3 units (Delta L by ASTM D2244) and 0.2 units Delta Y<br />
(YI) by ASTM D1925 and shall not show cracking or crazing when exposed to 300°F for 25 minutes.<br />
5. The faces shall not become readily detached when exposed to temp of 300°F and 0°F for 25 minutes.<br />
6. Panels shall consist of a polycarbonate resin with a permanent, co-extruded, ultraviolet protective layer.<br />
Post-applied coating or films of dissimilar materials are unacceptable. Fiberglass skins are unacceptable.<br />
7. UV Maintenance – The system shall require no scheduled re-coating to maintain its performance or for<br />
UV protection.<br />
8. Panel shall be factory sealed at the sill to restrict dirt ingress.<br />
K. Diffused Light Transmission – As a reference for measuring the quality of the diffused light through the panel<br />
assembly, the IES (Illuminating Engineering Societies) LM-44-1190 Approved Method for Total and Diffuse<br />
Reflectometry procedure shall be used. Results for a Clear Pentaglas/Single Glazed panel assembly shall be<br />
provided as a base standard for comparison. For Pentaglas/Single Glazed systems with total illuminator flux<br />
output at 60 lumens, diffused light transmission requirements are:<br />
Zonal Zone % of transmittance from the max. total lumens transmitted through the panels<br />
0-30 66.0<br />
0-40 78.5<br />
0-60 94.0<br />
0-90 100.0<br />
L. The minimum ration of the panel weight to the panel thickness should be: For 0.47” thick Pentaglas 12 panel,<br />
0.54 lb. per sf.<br />
2.03 METAL FRAME STRUCTURE<br />
A. To meet ANSI/ASCE 7-95 building design load for design criteria of wind and snow load, refer to structural<br />
drawings.<br />
B. The Translucent wall system framing is designed to be self-supporting between the support constructions. The<br />
deflection of the Structural framing members in a direction normal to the plane of the glazing, when subjected<br />
to a uniform load deflection, shall not exceed L/60 for the unsupported span. The translucent wall system will<br />
impose reactions to the support construction. All adjacent and support construction must support the transfer of<br />
all loads including horizontal and vertical, exerted by the translucent wall system. Design or structural<br />
engineering services for the supporting structure or building components not included in the skylight scope are<br />
not included under this section.<br />
C. Water Penetration: The Metal Framed Skylight shall allow no water penetration at a minimum differential static<br />
pressure of 6.24 lbs. per sq. per AAMA 501-94 Pressure Difference Recommendations and as demonstrated by<br />
prior testing of typical framing sample per ASTM E-331.<br />
D. Water test of Metal Frame Structure shall be conducted according to procedures in AAMA 501.2.<br />
E. Provide material with maximum amount of recycled content available that achieves performance requirements<br />
of this Section,<br />
2.04 METAL MATERIALS<br />
A. Extruded Aluminum shall be ANSI/ASTM B221; 6063-T6 or 6005-T5.<br />
B. Flashing:<br />
1. 5005 H34 aluminum 0.04” minimum thickness.<br />
2. Sheet metal flashings/closures/claddings are to be furnished shop formed to profile when lengths exceed<br />
10 ft. in nominal 10-ft. lengths. Field trimming of the flashing and field forming the ends is necessary to<br />
suit as-built conditions. Sheet metal ends are to overlap at least 6-in. to 8-in., set in a full bed of sealant<br />
and riveted if required.<br />
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C. All Fasteners for aluminum framing to be stainless steel or cadmium plated steel, excluding the final fasteners<br />
to the building.<br />
D. All exposed aluminum finish shall be standard color Bronze Anodize.<br />
PART 3 - EXECUTION<br />
3.01 EXAMINATION<br />
A. General Contractor to verify when structural support is ready to receive all work in this section and to convene<br />
a Pre-Installation Conference at least one week prior to commencing work of this Section. Attendance required<br />
of General Contractor, skylight installer and all parties directly affecting and effected by the work of this<br />
section.<br />
B. All submitted opening sizes, dimensions and tolerances are to be field verified by General Contractor unless<br />
otherwise stipulated.<br />
C. Installer to examine area of installation to verify readiness of site conditions. Notify General Contractor about<br />
any defects requiring correction. Do not work until conditions are satisfactory.<br />
3.02 INSTALLATION<br />
A. Install components in strict accordance with manufacturer’s instructions and approved shop drawings. Use<br />
proper fasteners and hardware for material attachments as specified.<br />
B. Use methods of attachment to structure allowing sufficient adjustment to accommodate tolerances.<br />
C. Remove all protective coverings on panels immediately after installation.<br />
3.03 CLEANING<br />
A. Follow manufacturer’s instructions when washing down exposed panel surfaces using a solution of mild<br />
detergent in warm water that is applied with soft, clean wiping cloths.<br />
B. Follow strict panel manufacturer guidelines when removing foreign substances from panel surfaces requiring<br />
mineral spirits or any solvents that are acceptable for use.<br />
C. Installers shall leave panel system clan at completion of installation. Final cleaning is by other upon completion<br />
of project, following manufacturer’s cleaning instructions.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
1.01 SCOPE<br />
A. Provide Finish Hardware work as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Metal Doors & Frames - Section 08100<br />
2. Plastic Faced Wood Doors - Section 08212<br />
3. Aluminum Entrances & Storefront - Section 08410<br />
1.02 STANDARDS<br />
A. Meet requirements and recommendations of applicable portions of the Standards listed.<br />
1. Builder's Hardware Manufacturer's Association BHMA<br />
2. Underwriter's Laboratories, Inc. UL<br />
3. National Board of Fire Underwriters NBFU<br />
4. National Fire Protection Association NFPA<br />
SECTION 08710<br />
FINISH HARDWARE<br />
1.03 SUBMITTALS<br />
A. Refer to Section 01340 - Submittals.<br />
B. Submit electronic hardware schedules with all information necessary to completely describe hardware for review<br />
and comments by the Architect.<br />
NO ALTERNATES WILL BE ACCEPTED FOR FINISH HARDWARE.<br />
C. Templates and schedules shall be furnished to manufacturers of items that will be fitted with finish hardware in<br />
ample time to avoid delays in the work.<br />
D. With the hardware submittal, identify the name and phone number of the local Best Lock Corporation Supplier.<br />
E. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per unit of<br />
product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in the<br />
assembly by weight.<br />
F. Local/Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate locations,<br />
provide location information for each component. Indicate the percentage by weight of each component per<br />
unit of product.<br />
1.04 DELIVERY AND STORAGE<br />
A. Schedule deliveries to avoid delays in the work.<br />
B. Store hardware items to prevent damage.<br />
PART 2 - PRODUCTS<br />
2.01 MATERIALS: Refer to schedule for location<br />
A. Suspension<br />
1. 3BB: 1 1/2 pairs Bommer BB5006 4½x4½, full mortise, coated black at auditorium entrance, exit and<br />
screen doors. Finish shall be stainless steel at all other doors.<br />
2. 3BB-N: same as Bommer BB5006, with non-removable pin, coated black at auditorium entrance doors.<br />
Finish shall be stainless steel at all other doors.<br />
3. 4BB: 3 pairs Bommer BB5006 4½x4½, full mortise, coated black at auditorium entrance, exits & screen<br />
doors. Finish shall be stainless steel at all other doors.<br />
4. CH: Half Surface Contious Hinge, Stanley 663HD, Aluminum clear coated finish, (for fire doors).<br />
B. Function/Trim<br />
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1. MA: Maintenance: Best Cylindrical Lockset #93K-7-D-15L-S3-652 with wrought escutcheon; outside<br />
lever always rigid, US26D/652 Satin Chrome.<br />
2. PA: Passage: Best Cylindrical Lockset #93K-0-N-15N-S3-652; lever always operable, US26D/652 Satin<br />
Chrome.<br />
3. CL: Securitron “SABL” series keypad, part number SABL-10B-BEST (stand alone battery lock with<br />
US26D/652 Satin Chrome finish and an interchangeable Best keyway).<br />
4. PR: Privacy: Best Cylindrical Lockset 93K-0-L-15L-S3-652; lever locked by turn knob inside,<br />
US26D/652 Satin Chrome.<br />
5. PULLS/PUSH: Auditorium Door Pull Bars and push plates: Bollen Resources Series 48RL doorpulls, black<br />
finish, blank metal plate on push side, mounting with beauty rings for the thru bolts. Provided by<br />
Cinemark and installed by GC.<br />
6. PEEP: Door Viewers: Defender #U-9917; Stainless Steel finish.<br />
7. E1: Von Duprin 88 Series, Function 88L-F-BE. Rim Type with lever style #06, always operable, Satin<br />
Chrome US26D/652 finish. Fire rated. (Single Fire Rated Aud. Entrances).<br />
8. E2: Von Duprin 88 Series, Function 88L-F-BE at both leaves with 268 strike and 9954 removable<br />
mullion, with keyed Best cylinder. Rim type with lever style #06, always operable, Satin Chrome<br />
US26D/652 finish. Fire rated. (Dbl. Fire Rated Aud. Entrance).<br />
9. E3: Von Duprin 88 Series, Function 88EO. Rim Type with no outside trim, Satin Chrome US26D/652<br />
finish. (Single Aud. Exterior and Projection Level Single Exits).<br />
10. E4: Von Duprin 88 Series, Function 88EO at both leaves with 264 strike and 4954 removable mullion<br />
with keyed Best cylinder. Rim Type with no outside function, Satin Chrome US26D/652 finish.<br />
Provide Best cylinder for one of the double doors. (Dbl. Aud. Exterior Exits).<br />
11. E5: Von Duprin 88 Series, Function 88NL. Rim Type with lever style #17 and key to retract latch bolt,<br />
Satin Chrome US26D/652 finish. Provide Best Cylinder. (Single General Exit).<br />
12. E6: Von Duprin 88 Series, Function 88EOx88NL with 264 strike and 4954 removable mullion with<br />
keyed Best cylinder. Rim type with pull lever style #17 and key to retract latch bolt on one door,<br />
Satin Chrome US26D/652 finish. Provide Best cylinder for one of the double doors. (Dbl. General<br />
Exit).<br />
13. E7: Von Duprin – Firerated Push exit for both sides with positive latch, Satin Chrome US26D/652 finish.<br />
(for fire doors).<br />
C. Closer<br />
1. R: LCN 4041-DEL; provide with parallel arm where stop face mounting is required; Black L1/693 Finish for<br />
all doors. Door shall be operable with a maximum effort of 5 lbs. for interior doors and 8.5 lbs. for exterior<br />
doors. Mount closer on either PUSH or PULL side of door as noted in the hardware schedule.<br />
2. E: LCN 4041-DEL-EDA: provide with extra duty parallel arm and delayed action; black finish L1/693 for all<br />
doors. Door shall be operable with effort as described above. (This is required at all exterior doors.)<br />
3. F: LCN 4310ME Series; black L1/693 finish for all doors. (This is required for fire doors). When required<br />
to use on auditorium entry doors provide LCN 4310ME-B80 along with floor stop FS.<br />
D. Protection:<br />
1. KP1: Ives 8400 Series Kickplate (9” x 34”), Satin Chrome US26D/652 finish.<br />
2. KP2: Ives 8400 Series Kickplate (48” x 34”), Satin Chrome US26D/652 finish .<br />
3. KP3: Ives 8400 Series Kickplate (48” x 46”), Satin Chrome US26D/652 finish.<br />
4. KP4: Ives 8400 Series Kickplate (9” x 48”), Satin Chrome US26D/652 finish.<br />
5. KP5: Auditorium & Restroom Kick Plates & Pulls: Bollen Resources , black finish. Provided by Cinemark,<br />
installed by GC.<br />
6. KP6: Ives 8400 Series Kickplate (9”x34”), Black L1/693 finish. Auditorium Exit Doors.<br />
7. DC: Drip can Reese R201C, Anodized clear aluminum, to be painted same color as door frame.<br />
8. ET: Edge Trim: Similar to DON-JO U-Channel 1298, stainless steel finish, height to be 84”, with “A” depth<br />
of 1”. U-channels are to be fully adhered with adhesive & to be flush with the laminate. NOT to be installed<br />
on top of the laminate or with screws.<br />
E. Stop:<br />
1. FS: Floor stop: Rockwood #481 with 1-3/8" stop height, Satin Chrome US26D/652 finish, furnish with 1 1/2”<br />
expansion anchors.<br />
2. FSH: Floor Stop: Rockwood #491, Satin Chrome US26D/652 finish. For Auditorium Entries only.<br />
F. Weatherstripping, etc.:
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Section 08710<br />
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1. SG: Smoke Gasket; Reese 775D: coordinate length of exit device to allow continuous gasket at both ends. For<br />
exterior doors only, auditorium entry doors, and if any doors are to be fire rated.<br />
2. SL: Silencers: Ives #SR64 Gray Rubber; provide on all doors without weatherstripping or smoke gaskets; 3<br />
per single door, 4 per double door.<br />
3. TH: Reese S483 AV with vinyl insert. Bed in sealant.<br />
4. SW: Reese 701C series polyurethane sweep type weatherstripping; Anodized clear aluminum finish.and ½”<br />
polyurethane sweep. Mount on exterior side of door so that sweep closes gap at threshold.<br />
G. Removeable Mullion: equal to Sargent 650A, with keyed Best cylinder.<br />
H. DB: Door Bottom, NGP 420NA, Annodized Aluminum finish.<br />
I. AST: Astragal, Reese ADG#95V, Anodized clear aluminum finish.<br />
2.02 KEYING<br />
A. Lock keys and knock-out construction keys shall be delivered directly to the Cinemark Project Manager by the<br />
Hardware Supplier, keyed in accordance with Owner's requirements.<br />
B. Coordinate temporary and final keyways and cores with Cinemark Project Manager. Cores shall be obtained from<br />
Best Lock Corporation - Dallas, Texas.<br />
C. Provide grand master and master system; three grand master keys, eight master keys and two keys for each core.<br />
Provide two change keys at time of re-keying and one construction master change key for construction cores.<br />
PART 3 - EXECUTION<br />
3.01 INSPECTION<br />
A. Inspect door frames and related items for conditions that would prevent proper application of finish hardware.<br />
B. Do not proceed until defects are corrected.<br />
3.02 INSTALLATION<br />
A. Securely install finish hardware items in accordance with approved schedule and templates furnished with<br />
hardware.<br />
B. Install mortised items flush with adjacent surfaces.<br />
C. Install locksets, closers and trim after finish painting.<br />
D. Locate items in accordance with NBHA "Recommended Locations for Builder's Hardware," unless otherwise<br />
noted.<br />
E. Test and adjust hardware for quiet, smooth operation, free of sticking, binding or rattling. Adjust closers for<br />
proper, smooth operation. Adjust handicapped accessible closers to meet specified opening force criteria.<br />
F. At final completion, properly tag and identify keys and deliver to Owner.<br />
G. Install screws at mineral core fire doors only in 1/8" diameter pre-drilled pilot holes by manual or "Yankee"<br />
screwdriver. Pilot holes must be pre-drilled by manufacturer.<br />
H. For installation of door stops: provide 1 1/2” expansion anchors to extend through floor finish and into concrete<br />
slab and anchor securely.<br />
3.03 CLEANING<br />
A. Remove soil, stains, paint, prints, and adhered matter from exposed parts of hardware.<br />
B. Clean adjacent surfaces of soiling incurred during installation of hardware.<br />
C. Repair or replace defective materials.<br />
3.04 FINISH HARDWARE SCHEDULE Furnish hardware sets in the amounts indicated on the Drawings.<br />
SET<br />
NO.<br />
LOCATION SUSP FUNC./<br />
TRIM<br />
01 Front main exit; corridor<br />
exits (single door)<br />
01A<br />
Front main exit; corridor<br />
exits (double doors)<br />
02 Projection Level exit.<br />
(single door)<br />
02A<br />
Projection Level exit.<br />
(double doors)<br />
CLOSER<br />
THRESH<br />
.<br />
PROTECTION STOP W/S REMARKS<br />
3BB-N E5 E-PUSH TH KP1-PUSH, DC FS SL, SW<br />
2-3BB-N E6 2-E-PUSH TH 2-KP1-PUSH, DC 2-FS SL, SW<br />
3BB-N E3 E-PUSH TH KP1-PUSH, DC FS SL, SW<br />
2-3BB-N E4 2-E-PUSH TH 2-KP1-PUSH, DC 2-FS SL, SW If double<br />
egress door<br />
provide<br />
AST.
Section 08710<br />
Page 4<br />
03 Ext. auditorium exits<br />
w/drip cap (single door)<br />
03A<br />
Ext. auditorium exits<br />
w/drip cap (double)<br />
04 Exterior auditorium exits,<br />
recessed<br />
05 Public restrooms 3BB PAIR-<br />
PULLS<br />
06 Ticket Booth, Storage<br />
Rooms, Interview Room<br />
06A<br />
Manager's Office,<br />
Computer, Assistant<br />
Office<br />
3BB-N E3 E-PUSH TH KP6-PUSH-<br />
BLACK, DC<br />
2-3BB-N E4 E-PUSH TH 2-KP6-PUSH-<br />
BLACK, DC<br />
3BB-N E3 E-PUSH TH KP6-PUSH-<br />
BLACK<br />
R-PUSH<br />
KP5-PUSH &<br />
PUSH-BLACK<br />
3BB MA R-PULL KP1-PUSH FS SL<br />
FS<br />
FS<br />
FS<br />
FS<br />
SG, SW<br />
SG, SW<br />
SG, SW<br />
3BB MA R-PULL KP1-PUSH FS SL Provide<br />
Door Peep<br />
06B Concession Storage 4BB MA R-PUSH KP2-PUSH FS SL<br />
07 Stair (Lower level),<br />
Janitor, Breakroom<br />
3BB CL R-PUSH KP1-PUSH FS SG (only<br />
@ stair) ,<br />
SL<br />
07A Stair (Mezzanine level) 3BB PA R-PUSH KP1-PUSH FS SG<br />
SW<br />
07B Genie, Scullery 4BB CL R-PUSH KP2-PUSH FS SL<br />
08 FR Auditorium Ent. 3BB E1 R-PUSH KP5-PUSH/PULL-<br />
BLACK<br />
08A Double FR Aud. Entrance 2-3BB E2 2R-PUSH 2-KP5-<br />
PUSH/PULL -<br />
BLACK<br />
09 Non-FR Aud. Entrances 3BB PAIR-<br />
PULLS<br />
09A<br />
Double non-FR<br />
Auditorium Entrances<br />
2-3BB<br />
2-PAIR-<br />
PULLS<br />
R-PUSH<br />
2R-PUSH<br />
KP5-PUSH/PULL-<br />
BLACK<br />
2-KP5-<br />
PUSH/PULL-<br />
BLACK<br />
10 Unisex Toilet 3BB PR R-PULL KP6-PUSH-<br />
BLACK<br />
11 Exterior Storage 3BB-N MA No closer is<br />
needed<br />
Unless door<br />
is Fire<br />
Rated<br />
SL<br />
FSH SG CP, ET<br />
2-FSH 2 SG ET<br />
FSH SG ET<br />
2-FSH 2 SG ET<br />
FS<br />
SL<br />
TH DC FS SG<br />
SW<br />
12 Eliason Doors REFER TO SECTION 08212 2-KP2-PUSH &<br />
PULL<br />
13 Exit from Service Area<br />
(single door)<br />
14 Fire Door<br />
(double door)<br />
3BB-N MA No closer is<br />
needed<br />
Unless door<br />
is Fire<br />
Rated<br />
TH DC FS SG, SW<br />
Provide<br />
black<br />
hardware if<br />
door is<br />
located<br />
behind aud.<br />
screen<br />
CH E7 2F-PUSH 2-KP4-PUSH FS SG DB, AST<br />
15 Fire Door<br />
(single door)<br />
CH E7 F-PUSH KP4-PUSH FS SG DB, AST<br />
16A Storefront Door –<br />
Refer to Section<br />
08410<br />
16B Storefront Door –<br />
Refer to Section<br />
08410<br />
17A Storefront Door –<br />
Refer to Section<br />
08410<br />
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Section 08710<br />
Page 5<br />
17B Storefront Door –<br />
Refer to Section<br />
08410<br />
18A Storefront Door –<br />
Refer to Section<br />
08410<br />
18B Storefront Door –<br />
Refer to Section<br />
08410<br />
19 Storefront Door –<br />
Refer to Section<br />
08410<br />
20 Storefront Door –<br />
Refer to Section<br />
08410<br />
NOTE: Provide fire rated hardware at all rated doors (refer to Construction Documents for door schedule).<br />
XD Auditorium plastic laminate doors, hinges, kickplates, and pull is provided by Cinemark and<br />
installed by GC. GC is responsible for all other door hardware.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 08810<br />
GLASS AND GLAZING<br />
1.01 SCOPE<br />
A. Provide Glass and Glazing work as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Wood Doors - Section 08212<br />
2. Sealants and Caulking - Section 07920<br />
3. Metal Doors and Frames - Section 08100<br />
4. Aluminum Entrance & Storefront - Section 08410<br />
5. Toilet Accessories - Section 10800<br />
1.02 STANDARDS AND QUALITY<br />
A. Meet requirements and recommendations of the applicable portions of the Standards listed.<br />
1. American Society for Testing and Materials ASTM<br />
2. Flat Glass Jobbers Association FGJA<br />
3. American National Standards Institute ANSI<br />
4. Consumer Products Safety Commission CPSC<br />
B. Conform to Fed-Spec. DD-G-451c.<br />
C. Float Glass shall be "Glazing" quality. Sheet glass shall be "A" quality.<br />
1.03 SUBMITTALS<br />
A. Refer to Section 01340 - Submittals.<br />
B. Samples - Two 12"x12" pieces of each type of glass.<br />
C. Shop Drawings - Section and details of glass installation at framing members such as head, mullions, transoms,<br />
jambs and sills.<br />
D. Manufacturer's Literature.<br />
1. Manufacturer's descriptive data of glass and glazing material.<br />
2. Recommended installation instructions.<br />
E. Certificates - manufacturer's certification that materials meet Specification requirements.<br />
F. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
G. Local/Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING<br />
A. Deliver glass with manufacturer's labels intact.<br />
B. Do not remove labels until glass has been installed.<br />
C. Keep glass free from contamination by materials capable of staining glass.<br />
D. Deliver glazing compounds and sealants in manufacturer's unopened, labeled containers.<br />
1.05 ENVIRONMENTAL REQUIREMENTS<br />
A. Perform glazing when ambient temperature is above 40 degrees F.<br />
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B. Perform glazing on dry surfaces only.<br />
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1.06 GUARANTEE<br />
A. Guarantee against defects in material and workmanship for two (2) years from date of Substantial Completion.<br />
B. It is the intent of this Specification that exterior glazing shall be guaranteed to be weathertight.<br />
PART 2 - PRODUCTS<br />
2.01 MATERIALS<br />
A. Glass:<br />
1. Storefront and Entrance Doors: Solar Control Low-E Tinted Insulating Glass. “Solarban 60 (2)”<br />
“Solargray + Clear by PPG Industries, Inc.<br />
Outdoor Lite: “Solargray” Glass by PPG Industries, Inc., Sputter Coated on second surface (2)<br />
Indoor Lite: Clear Float Glass<br />
Low-E Coating: “Solargray” 60 Solar Control (Sputtered) by PPG Industries, Inc.<br />
Location: Second Surface (2)<br />
Performance Values: Visible Light Transmission U-Value Winter U-Value Summer SHGC Shading<br />
Coefficient Outdoor Visible Light Reflectance<br />
35% 0.29 0.27 0.24 0.28 6%<br />
2. Mirrors: 1/4" thick clear float glass, size 24”x36”, with mill finish aluminum j-mold, at all edges.<br />
Provide as shown in all restrooms, quanity shown on drawings.<br />
3. Door Viewports: 1/4" nominal thickness tempered glass equal to that manufactured by PPG’s float glass.<br />
4. Decorative Glass: Spandral Panels, refer to drawings for layout. White Spandrel PPG Starphire Ultra-<br />
Clear with White Frit, ½” thick tempered glass. Apply ICD High Performance Coating Opaci-Coat 3000-<br />
0186 Light White silicone film to inside face of glazing. Glazing sample to be approved by architect.<br />
5. Curtainwall: Solar Control Low-E Tinted Insulating Glass. “Solarban 60 (2)” “Solargray + Clear by<br />
PPG Industries, Inc.<br />
Low-E Coating: “Solargray” 60 Solar Control (Sputtered) by PPG Industries, Inc.<br />
Location: Second Surface (2)<br />
Performance Values: Visible Light Transmission U-Value Winter U-Value Summer SHGC Shading<br />
Coefficient Outdoor Visible Light Reflectance<br />
35% 0.29 0.27 0.24 0.28 6%<br />
Glazing sample to be approved by architect.<br />
B. Environmental Information<br />
1. Provide material with maximum amount of recycled content available that achieves performance<br />
requirements of this Section,<br />
2. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section.<br />
C. Glass Accessories:<br />
1. General:<br />
a. Setting Blocks-Neoprene, 70-90 Shore "A" durometer hardness.<br />
b. Spacers-Neoprene, 40-50 Shore "A" durometer hardness.<br />
c. Glazing Points and Wire Spring Clips-Corrosion resistant, manufacturer's standard.<br />
d. Mirror Edge Sealant: PPG's Mirror Edge Sealant UC44554.<br />
e. Primer-Sealant-equal to GE's 1200 Silicone Sealant or Dow 781 clear, 25% max, movement.<br />
f. Mirror mastic: Mirror-Mastic by Palmer Products Corporation.<br />
g. Glass Clips and Fasteners: Knape and Vogt Nos. 277 and 278.<br />
PART 3 - EXECUTION<br />
3.01 INSPECTION<br />
A. Check that glazing channels are free of burrs, irregularities and debris.<br />
B. Check that glass is free of edge damage or face imperfections.<br />
C. Do not proceed with installation until conditions are satisfactory.<br />
D. Verify that glass is installed in accordance with original design, and in accordance with pertinent codes and<br />
regulations.<br />
3.02 PREPARATION
Section 08810<br />
Page 3<br />
A. Field Measurement:<br />
1. Measure size of frame to receive glass.<br />
2. Compute actual glass size, allowing for edge clearances.<br />
3. Coordinate locations of j-boxes, required openings, etc. Prior to fabrication. Size per lobby elevations.<br />
B. Preparation of Surfaces:<br />
1. Remove protective coatings from surfaces to be glazed.<br />
2. Clean glass and glazing surfaces, to remove dust, oil and contaminants, and wipe dry.<br />
C. Mirror Edge Preparation:<br />
1. Apply mirror edge sealant to mirror edges extending sealant 1” on the back of mirror.<br />
2. Allow to dry thoroughly before handling.<br />
3. Cut edges of mirrors should be ground smooth.<br />
3.03 INSTALLATION<br />
A. Install glass in accordance with manufacturer's recommended instructions and comply with the procedures<br />
recommended in the "Glazing Manual" of the FGJA.<br />
B. Do not cut, seam, nip or abrade tempered, heat strengthened, coated, or insulated glass.<br />
C. Be sure exterior light of glass is set toward the building exterior.<br />
D. Gasket Glazing:<br />
1. Cut gasket with mitered corners to length of channel without stretching.<br />
2. Apply gasket outside fixed edge of rabbet perimeter.<br />
3. Place setting blocks at quarter points of sill rabbet.<br />
4. Place glass on setting block and center horizontal.<br />
5. Apply gasket to inside stop, mitering corners.<br />
E. Do not force or spring glass into place. Provide adequate clearances at edges with shims and spacer blocks as<br />
required.<br />
F. Glass shall be properly sized so that it has correct bearing and concealment as per FGJA.<br />
G. If used on insulated glass, breather tubes must be closed within 30 days of manufacture and preferably within<br />
24 hours after reaching destination; tubes are not to be closed in direct sunlight or unusually hot or cold days.<br />
Do not install units prior to closing breather tubes.<br />
H. Mirrors:<br />
1. Wait until air conditioning is operating before installation.<br />
2. Support mirrors installed on walls from the bottom until mastic sets up.<br />
3. Follow Mirror Mastic manufacturer's installation guidelines to ensure proper installation of mirrors.<br />
I. Decorative Glass:<br />
1. Wait until air conditioning is operating before installation.<br />
2. Support mirrors installed on walls from the bottom until mastic sets up.<br />
3. Follow Mirror Mastic manufacturer's installation guidelines to ensure proper installation of mirrors.<br />
3.04 CLEANING<br />
A. Refer and comply with Section 01710-Cleaning.<br />
B. Remove excess compound from installed glass.<br />
C. Remove labels from glass surface as soon as installed.<br />
D. Wash and polish both faces of glass.<br />
3.05 PROTECTION<br />
A. Attach crossed streamers away from glass face.<br />
B. Do not apply markers to glass surfaces.<br />
C. Replace damaged glass.<br />
END OF SECTION<br />
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SECTION 08920<br />
GLAZED ALUMINUM CURTAINWALL<br />
PART 1 - GENERAL<br />
1.01 SUMMARY<br />
A. Section Includes:<br />
1. Aluminum framed curtainwall system.<br />
2. Glass infill panels.<br />
B. Related Sections:<br />
1. Division 1: Administrative, procedural, and temporary requirements.<br />
2. Section 07920 – Sealants and Caulking.<br />
3. section 08410 – Aluminum Entrances and Storefronts.<br />
4. Sections 08810 – Glass and Glazing.<br />
1.02 REFERENCES<br />
A. American Architectural Manufacturers Association (AAMA):<br />
1. 501 – Methods of Test for Metal Curtain Walls.<br />
2. 607.1 – Voluntary Guide Specification and Inspection Methods for Clear Anodic Finishes for<br />
Architectural Aluminum.<br />
B. American Society for Testing and Materials (ASTM):<br />
1. B 209 – Aluminum-Alloy Sheet and Plate.<br />
2. B 221 – Aluminum-Alloy Extruded Bars, Rods, Wires, Shapes and tubes.<br />
3. E 283 – Rate of Air Leakage through Exterior Windows, Curtain Walls, and Doors.<br />
4. E 330 – Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air<br />
Pressure Difference.<br />
5. E 331 – Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air<br />
Pressure Difference.<br />
1.03 SYSTEM DESCRIPTION<br />
A. Curtainwall System: Tubular aluminum sections with self supporting framing, factory prefinished, vision<br />
glass, related flashings, anchorage and attachment devices.<br />
B. System Assembly: Site assembled.<br />
C. Glazing Method: Cap glazing; rectangular glazing caps mechanically secured to framing members with<br />
thermally broken glazing clips.<br />
D. Design Requirements:<br />
1. Design curtainwall system to withstand following:<br />
a. Positive and negative wind pressure acting normal to plane in accordance with Building Code.<br />
b. Concentrated 100 pound live load applied at any point on aluminum framing members.<br />
c. Movement caused by an ambient temperature range of 120 degrees F and a surface temperature range<br />
of 160 degrees F.<br />
d. Movement between curtainwall system and adjacent construction.<br />
e. Dynamic loading and release of loads.<br />
f. Deflection of supports.<br />
2. Not permitted: Vibration harmonics, wind whistles, noises caused by thermal movement, and damage,<br />
loosening, weakening, or opening of components of system.<br />
3. Design system under direction of Professional Structural Engineer licensed in the State in which the<br />
Project is located, with minimum 2 years experience in work of this Section.<br />
E. Deflection and Stress Limits:<br />
1. Normal to plane of glass, deflection of framing members shall not exceed L/360 or ¾ inch whichever is<br />
less. Where sealant joint occurs between framing members and building elements, deflection of framing<br />
members shall not exceed one half of joint width, or less if required by sealant manufacturer.<br />
2. In plane of glass, deflection of framing members shall not reduce glass bite below 75 percent of design<br />
dimension, and shall not reduce glass edge clearance below 25 percent of design dimension or 1/8 inch,<br />
whichever is greater. Restrict deflection further if required for assembly and fit of components.<br />
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Section 08920<br />
Page 2<br />
3. At connection points of framing members to anchors, anchor deflection in any direction shall not exceed<br />
1/16 inch.<br />
4. When tested in accordance with ASTM E 330 at 1½ times maximum design wind pressure, positive and<br />
negative, net permanent deflections of framing members shall not exceed L/1000, components shall not<br />
experience failure, gross permanent distortion, or disengagement and glass shall not break. At connection<br />
points of framing members to anchors, anchor deflection in any direction shall not exceed 1/8 inch and<br />
permanent set shall not exceed 1/16 inch.<br />
F. Performance Requirements:<br />
1. Air infiltration: Maximum 0.06 CFM per square foot when tested in accordance with ASTM E 283 at<br />
pressure differential across assembly of 1.57 PSF.<br />
2. Water penetration:<br />
a. No water penetration as defined in AAMA 501 when tested in accordance with ASTM E 331 at<br />
differential static pressure equal to 20 percent of positive design wind pressure with minimum 6.24<br />
PSF and maximum 12.0 PSF.<br />
b. Make provision in design to drain to exterior leakage of water occurring at joints and condensation<br />
taking place within construction.<br />
3. Probability of breakage of glass upon application of design wind pressures for 1 minute duration or due to<br />
thermal stress: Maximum 8 lites per 1000.<br />
4. Thermal break requirements:<br />
a. Provide system with demonstrated resistance to thermal conductance and condensation.<br />
b. Minimum temperature of any interior component shall be 45 degrees F when exterior ambient<br />
temperature is 14 degrees F and interior ambient temperature is 68 degrees F.<br />
1.04 SUBMITTALS<br />
A. Shop Drawings: Show:<br />
1. Joining techniques, provision for expansion and contraction, anchorage details, and framing member<br />
profiles, elevations, and details.<br />
2. Materials and finishes.<br />
3. Relative layout of adjacent and supporting construction.<br />
4. Glass, setting blocks, jamb blocking, and glazing seals.<br />
5. Weep drainage network.<br />
6. Sealants, backer rods, bond breakers, and primers.<br />
7. Loads applied to structure: Location, direction and magnitude.<br />
B. Samples: 12 inch long aluminum framing system samples for each profile required, showing cross section<br />
and finish. 2 of each.<br />
C. Test Reports: Submit certified test results issued by a recognized independent testing laboratory showing that<br />
proposed system has been tested in accordance with specified procedures and meets or exceeds specified<br />
design and performance requirements.<br />
D. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
E. Local/Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance<br />
between extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials<br />
cost only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
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Section 08920<br />
Page 3<br />
1.05 QUALITY ASSURANCE<br />
A. Installer Qualifications:<br />
1. Minimum 3 years experience in work of this Section.<br />
2. Provide single source responsibility for installation of all components of system, including curtainwall,<br />
glazing and sealants.<br />
1.06 WARRANTIES<br />
A. Provide 2 year warranty against water leakage through curtainwall system and reduction of performance.<br />
PART 2 - PRODUCTS<br />
2.01 MANUFACTURES<br />
A. Contract Documents are based on “ 1600 Wall” system by Kawneer Company, Inc.<br />
B. Equivalent products by the following manufacturers are acceptable.<br />
1. Bruce Wall Systems Corp.<br />
2. EFCO Corporation.<br />
3. PPG Industries, Inc.<br />
4. Vistawall Architectural Products<br />
5. Wausau Metals Corporation.<br />
C. Substitutions: Under provisions of Division 1.<br />
2.02 MATERIALS<br />
A. Aluminum Components: Alloy and temper best suited to application.<br />
1. Extrusions: ASTM B 221.<br />
2. Sheet: ASTM B 209.<br />
3. J. Provide material with maximum amount of recycled content available that achieves performance<br />
requirements of this Section,<br />
B. Glass, Glazing Gaskets, and Accessories: Specified in Section 08800.<br />
C. Aluminum Finish for Curtainwall Components:<br />
1. Material shall be free from scratches and other serious blemishes and chemically cleaned.<br />
2. Exposed Aluminum surfaces shall be finished Medium Bronze Anodized.<br />
3. The minimum coating thickness shall be 0.70 mil when measured per ASTM B244-79, and the density<br />
shall be at least 32 mg. per square inch when measured per ASTM B137-95.<br />
2.03 ACCESSORIES<br />
A. Fasteners:<br />
1. Exposed: Series 300 stainless steel.<br />
2. Concealed: Stainless or plated steel.<br />
B. Sealants:<br />
1. Perimeter: Specified in Section 07900.<br />
2. Integral: Single component polyurethane or silicone.<br />
C. Anchors: Cast iron, malleable iron, or galvanized steel.<br />
D. Primer Paint: Zinc rich type.<br />
2.04 FABRICATION<br />
A. General:<br />
1. Fabricate with minimum clearances and shim spaces around perimeter, yet enabling installation and<br />
dynamic movement.<br />
2. Accurately fit and secure joints and intersections. Make joints flush, hairline, and weather tight.<br />
3. Fabricate in largest practical units.<br />
4. Conceal fasteners and attachments from view.<br />
5. Reinforce framing members with internal steel when required to support imposed loads.<br />
6. Fabricate sot that components will not be excessively strained under normal conditions of use.<br />
7. Provide slotted holes for erection adjustment.<br />
8. Furnish fascias, covers, closures, ad trim members which are attached to curtainwall.<br />
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Section 08920<br />
Page 4<br />
9. Provide gutters at horizontals at bottom of glass; weep to exterior through baffles weep holes.<br />
B. Fabricate aluminum components with integral low conductance thermal barrier located between exterior and<br />
interior exposed components which eliminates metal-to-metal contact.<br />
PART 3 - EXECUTION<br />
3.01 INSTALLATION<br />
A. Install in accordance with manufacturer’s instructions and approved Shop Drawings.<br />
B. Install components plumb and level, in proper plane, free from warp and twist.<br />
C. Provide alignment attachments and anchors to permanently attach components to building structure.<br />
D. Weld adjustable anchorage connections after curtainwall is properly positioned.<br />
E. Compensate for predictable conditions that could cause system to exceed allowable tolerances.<br />
F. Employ reinforcing members if required. If temporary braces or erection clips are used. Prevent damage to<br />
exposed surfaces.<br />
G. Install glass and accessories in accordance with Section 08810.<br />
H. Apply one coat of bituminous paint to concealed aluminum surfaces in contact with cementitious materials or<br />
dissimilar metals.<br />
I. Installation Tolerances:<br />
1. Variation from plane or locations shown on Shop Drawings: Maximum 1/8 inch in 10 feet of length or ½<br />
inch in any total length.<br />
2. Offset from true alignment between two identical members abutting end to end in line: Maximum 1/32<br />
inch.<br />
3. Sealant space between curtainwall and adjacent construction: Minimum ¼ inch.<br />
3.02 ADJUSTING<br />
A. Touch up minor scratches and abrasions to match original finish.<br />
END OF SECTION<br />
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PART 1- GENERAL<br />
SECTION 09220<br />
LATH AND PORTLAND CEMENT PLASTER<br />
1.01 SCOPE<br />
A. Provide Lath and Plaster work as indicated by the Contract Documents.<br />
B. Work items, and requirements specified elsewhere that relate and/or apply to this Section include:<br />
1. Light gage Metal Framing - Section 05400<br />
2. Concrete Unit Masonry - Section 04200<br />
3. Sheet Metal Flashing and Trim Section 07620.<br />
4. Special Coatings - Section 09800<br />
1.02 STANDARDS AND QUALITY<br />
A. Meet requirements and recommendations of applicable portions of Standards listed.<br />
1. Metal Lath Association MLA<br />
2. National Lime Association NLA<br />
3. Plaster Information Bureau PIB<br />
4. Underwriter's Laboratories, Inc. UL<br />
5. ML/SFA (Metal Lath/ Steel Framing Association).<br />
6. PCA (Portland Cement Association) Plaster (Stucco) Manual.<br />
7. Lath & Plaster Systems Manual published by Texas Lathing and Plastering Contractors Association and<br />
Texas Bureau for Lath & Plaster.<br />
1.03 SYSTEM DESCRIPTION<br />
A. Fabricate vertical wall and furred space framing to limit finish surface deflection to L/180 under lateral point<br />
load of 100 lbs.<br />
B. Fabricate horizontal ceiling and soffit framing to limit finish surface to L/360 deflection under superimposed<br />
dead loads and wind uplifts.<br />
1.04 SUBMITTALS<br />
A. Prepare 2 samples, each approximately 2 feet square, at a location on the site as directed by the Architect.<br />
A. General: Submit in accordance with SECTION 01340 – SUBMITTALS.<br />
B. Product Data: Submit product data with installation instructions.<br />
C. Shop Drawings: Submit a diagram of proposed control joint and expansion joint layout prior to starting work.<br />
D. Samples: Include color chips for color selection.<br />
G. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
H. Local/Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
B. Provide product data or MSDS indicating VOC emissions in grams/liter (g/L) for the following products:<br />
1. Plaster: Comply with California’s South Coast Air Quality Management District (SCAQMD) #1113<br />
identified in Section 01352.<br />
1.05 DELIVERY AND STORAGE<br />
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Section 09220<br />
Page 2<br />
A. Manufactured materials shall be delivered in the original packages, containers, and bundles bearing the name<br />
of the manufacturer and the brand.<br />
B. Plaster cement and like materials shall be stored off the ground under watertight cover until ready for use.<br />
C. Damaged or deteriorated materials shall be removed from the premises.<br />
D. Environmental Requirements: In cold weather, maintain the temperature of the building reasonably constant at<br />
not less than 55 degrees F for an adequate period prior to, during, and after the plastering operation. Provide<br />
adequate ventilation to dry plaster.<br />
E. Protection: Provide protection during plastering for finished door and window frames and other designated<br />
areas which do not receive a plaster finish.<br />
1.06 COORDINATION<br />
A. Work herein specified requires coordination with trades whose work connects with, is affected, or concealed<br />
by lathing and plastering.<br />
B. Before proceeding, make certain required inspections have been made.<br />
C. Do acutting and patching required to accommodate work of other trades.<br />
PART 2 - PRODUCTS<br />
2.01 ACCEPTABLE MANUFACTURERS<br />
A. Georgia Pacific/Bestwall<br />
B. National Gypsum Company<br />
C Thoro System Products<br />
D United States Gypsum Company<br />
2.02 MATERIALS<br />
A. Furring Channels: 16 gauge, cold rolled steel, coated with a rust inhibitive paint. In sizes as recommended by<br />
MLA and PIB.<br />
B. Tie Wire: Galvanized, annealed steel wire, 18 gauge for securing lath, 16 gauge for securing runner and<br />
furring channels in ceiling construction.<br />
C. Flat Expanded Lath: Diamond shaped mesh, cold rolled galvanized steel sheets, 3.4 lb./s.y.<br />
D. Water Barrier: DuPont Tyvek Stuco Wrap, a flash spunbonded olefin, non-woven, non-perforated weather<br />
resistant barrier.<br />
E. Accessories: shall be equivalent to USG and Keene as follows:<br />
1. Accessories shall be zinc except as noted.<br />
2. Plaster Stops - No. 66<br />
3. Bolts, Nuts, Washers - Galvanized Steel<br />
4. Control Joints - Keene No. 15.<br />
5. Corner Reinforcement - USG 1-A typical.<br />
F. Portland Cement:<br />
1. ASTM C150-95a, Type I or Type II.<br />
2. VOC emissions: Provide low VOC products in compliance with SCAQMD Rule 1113 as specified in<br />
Section 01352 IAQ Management.<br />
G. Hydrated Lime: Special finishing hydrated lime, ASTM C206-84, Type S.<br />
H. Finish System:<br />
1. Factory pre-mixed, polymer modified Portland Cement, aggregate and additives as applied over the EIFS<br />
specified in Section 07240.<br />
2. Provide low VOC products in compliance with SCAQMD Rule 1113 as specified in Section 01352 IAQ<br />
Management.<br />
I. Sand: Clean, sound, and free from loam, clay or vegetable matter, well graded from coarse to fine.<br />
J. Water: Potable<br />
K. Color:<br />
1. Integral color for coating as shown on Drawings.<br />
2. Provide low VOC products in compliance with SCAQMD Rule 1113 as specified in Section 01352 IAQ<br />
Management.<br />
L. Coating: refer to Section 09800.<br />
M. Hangers: No. 8 gage annealed, galvanized wire.<br />
N. Corner Mesh: Formed galvanized sheet steel, minimum 26 gage thick, expanded flanges shaped to permit<br />
complete embedding in plaster, minimum 2” size.<br />
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O. Strip Mesh: Expanded galvanized metal lath, minimum 26 gage thick; 2” wide x 24” long.<br />
Section 09220<br />
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2.03 ACCESSORIES<br />
A. Access Door: 16 gauge steel frame with 14 gauge door panel and 22 gauge galvanized casing beads, with<br />
primer coat, concealed spring hinges and cylinder lock. Equal to Milcor Model #3200-030 size 24" x 24" K.<br />
Paint to match color of stucco.<br />
B. Provide custom radiused collars at columns, custom curved casing and corner beads, and custom curved<br />
reveals as required. The following products are referenced by USG Nos.<br />
1. Corner Beads: No. 1 small-nose corner beads of 26 gage galvanized steel.<br />
2. Casings: No. 66 square expansion casing beads of 24 gage galvanized steel.<br />
3. Control Joints: No. 15 control joint of 26 gage galvanized steel or as shown on the drawings.<br />
4. Expansion Joints: No. 40 adjustable expansion joints of 26 gage galvanized steel.<br />
5. Corner Control Joints: No. 30 expansion joints of 26 gage galvanized steel.<br />
C. Reveal Molding:<br />
1. No. RS75-100V and RS75-50 vented vinyl reveal moldings as manufactured by Vinyl Corp., a Dietrich<br />
Metal Framing Co.<br />
2. ½ Keen #40. G90 galvanized coated as manufactured by Keene Products.<br />
D. Weep Screeds: No. 7 foundation weep screed, with sloped ground and minimum 3-1/2 inch vertical attachment<br />
flange, fabricated of 26 gage galvanized steel.<br />
PART 3 - EXECUTION<br />
3.01 ERECTION OF SUPPORTING SYSTEMS<br />
A. Framing:<br />
1. Members shall be connected by means of welding, screws or bolts.<br />
2. Connections shall be capable of withstanding superimposed dead and live loads, and shall be designed to<br />
transfer the full loads within the members at the connection with no movement in the joint or deflection in<br />
the members.<br />
3. Provide necessary bridging, blocking, and anchoring to secure the frame rigidly in place.<br />
4. Provide blocking required to provide for anchoring of items to be installed by other trades, and as required<br />
to support edges of lath.<br />
5. Erect members plumb, straight, true and level to the lines indicated on the drawings.<br />
6. Form metal stud framing members, spaced as indicated, to the required shapes to produce the profiles<br />
indicated, allowing for a minimum thickness of 3/4" for scratch, brown, and finish coats. See drawings for<br />
actual thickness.<br />
B. Supporting systems shall be in accordance with the recommendations of PIB, MLA specifications, and LBC<br />
requirements to adequately support the plaster work.<br />
C. Lathing:<br />
1. Apply lathing to form true, level, straight surfaces without sags or buckles, with long dimension of lath at<br />
right angles to supports, and tie to supports 6" o.c. over asphalt felt.<br />
2. Lap sides of lath at least 2", secure to supports and tie at 6" on center between supports.<br />
3. Neatly form lath to the required shapes to provide the profiles indicated allowing for a minimum of 3/4" of<br />
plaster, thickness to be as shown on drawings.<br />
4. Secure the lath to the studs with large head nails or screws. Heads shall be large enough to provide a seal<br />
to prevent water penetration and adequately hold the lath to framing member.<br />
5. Break lath behind the control joints in cement plaster surfaces.<br />
D. Accessories:<br />
1. Install plaster beads where shown on drawings and where plaster abuts other materials, miter, and cope<br />
corners, wire tied at 8" o.c. staggered in two wings.<br />
2. Control joints shall be installed as indicated on the drawings.<br />
3. Install reveal molding where detailed, at soffits and furrings.<br />
4. Install corner expansion joints at intersections of plastered interior partitions with plastered exterior walls.<br />
5. Install foundation weep screed at bottom of all vertical plaster surfaces.<br />
E. Coordinate the installation of anchors for items which are to be furnished and installed by others.<br />
F. Soffits:<br />
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1. Space hangers so that each hanger supports a maximum area of 16 sq. ft. Wrap or saddle-tie hangers<br />
around the runner channel to prevent twisting.<br />
a. Under steel construction, wrap hangers around or clip or bolt hangers to a structural steel member<br />
(not under steel deck).<br />
b. Under bar joists, suspend hangers from top chord or from bottom chord at panel points only.<br />
c. Under ductwork, employ trapeze system of hangers to support ceiling. Do not suspend hangers<br />
from ducts, piping, or conduit.<br />
2. Erect runner channels on 4’ centers or closer and locate a channel within 4” of each parallel wall. If<br />
runner channel spans between hangers are more than 4 ft. but less than 5 ft., use 1.12 lb. 1-1/2” runner<br />
channels. If spans between hangers are 5’ or more, used boxed 1-1/2” channels, 2” channels, or heavier as<br />
required.<br />
3. Erect furring channels at right angles to runner channels with joints lapped and made at hangers and<br />
crossings only. Provide a channel next to each wall. Space ¾” furring channels on 13-1/2” centers.<br />
Saddle-tie channels to runners with two strands of wire at each crossing.<br />
4. Brace vertical furring channels with horizontal channels on 4’ centers where possible. Provide additional<br />
bracing and cross-bracing to make all furring rigid and secure.<br />
5. No part of the suspended grillage (main runners and cross furring) shall be permitted to come in contact<br />
with abutting masonry walls and partitions.<br />
3.02 MIXING PLASTER<br />
A. General:<br />
1. Except where hand mixing of small batches is approved by the Architect, mechanical mixers of an<br />
approved type shall be used for the mixing of plaster.<br />
2. Frozen, caked, or lumped materials shall not be used.<br />
3. Mechanical mixers, mixing boxes, and tools shall be cleaned after mixing each batch and shall be kept free<br />
of plaster from previous mixes.<br />
4. Plaster shall be thoroughly mixed with the proper amount of water until uniform in color and consistency.<br />
5. Retempering will not be permitted, and plaster which has begun to stiffen shall be discarded.<br />
6. Plaster for scratch coats over metal lath shall be fibered.<br />
7. Mix and proportion cement plaster in accordance with PCA Plaster (Stucco) Manual and in accordance<br />
with manufacturer’s instructions.<br />
8. Do not use frozen, caked, or lumpy materials. Clean mixer or mixing boxes of set or hardened materials<br />
before materials for a new batch are loaded. Mix each batch separately. Thoroughly dry mix materials<br />
before adding water.<br />
9. Mix only as much plaster as can be used prior to initial set.<br />
10. Mix materials dry, to uniform color and consistency, before adding water.<br />
11. Protect mixtures from frost, contamination, and evaporation.<br />
B. Portland Cement Plaster Proportions:<br />
1. Scratch Coat (by volume) - 1 part Portland Cement, 3 parts sand, and 1/4 part lime putty.<br />
2. Brown Coat (by volume) - 1 part Portland Cement, 3 parts sand, and 1/4 part lime putty.<br />
3. Finish Coat – Apply finish coat with a "sand finish".Mix in accordance with<br />
manufacturer's recommendations.<br />
3.03 APPLICATION OF PLASTER<br />
A. General:<br />
1. Do no plastering until temperature of 50 degrees, is rising, and is expected to stay 50 degrees until plaster<br />
is cured. Provide heat to avoid freezing to plaster work.<br />
2. The thickness of the plaster, from the face of the plaster base to the finished brown coat surface, shall be<br />
not less than 3/4", and as shown on drawings.<br />
3. Protect finished work surfaces over which work is to be performed.<br />
4. Staining of concrete surfaces caused by lack of proper precautions shall be removed.<br />
5. Protect existing work and equipment of others.<br />
6. Examine surfaces to be plastered and report to the superintendent surfaces that are not suitable for<br />
plastering. Plastering of a surface will be construed as acceptance of the substrate and defects will be<br />
repaired at the Contractor's expense.<br />
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7. Do plastering in brightly lighted areas to provide the maximum of visibility in order to obtain even,<br />
smooth finishes.<br />
8. Cut out openings with each coat of plaster while plaster is dry.<br />
9. Check grounds, screeds, corner beads and other accessory items and anchors for rigidity before applying<br />
plaster.<br />
10. Apply plaster in accordance with ASTM C 926, PCA Plaster Manual, and manufacturer’s instructions.<br />
Utilize most stringent requirements if conflicts exit.<br />
11. Apply plaster by machine or hand. Interrupt plaster only at junctions of plaster planes, at openings, or at<br />
control joints.<br />
12. Layout to permit completion of an entire surface in one application. Maintain a wet edge. Work to<br />
corners and joints, and do not allow material to set up within a distinct wall area.<br />
13. Interrupt plaster at control joints. Tool through second and finish coat to produce “V” joint at intersection<br />
of frames and other items of metal or wood which act as plaster grounds.<br />
B. Cement Plaster and Stucco Application:<br />
1. Scratch Coat - Apply with sufficient material (min. thk. 3/8 in.) and pressure to form full keys with metal<br />
lath, cover well, cross scratch after setting. Cure and dry a minimum of 7 days before applying brown<br />
coat. Keep scratch coat moist for a minimum period of 48 hours after application.<br />
2. Brown Coat - Apply to a minimum thickness of 1/4" in two applications and bring to a true, even plane by<br />
rodding and floating. Leave rough to receive finish coat. Dampen scratch coat to provide suction before<br />
applying brown coat. Leave brown coat to dry a minimum of 7 days.<br />
3. Finish Coat - Apply Thorowall finish over plaster with smooth clean stainless steel trowel using sufficient<br />
manpower and equipment to insure a continuous operation without cold joints, scaffolding lines, etc.<br />
3.04 PATCHING<br />
A. Plaster with cracks, blisters, pits, checks or discoloration will not be acceptable.<br />
B. Such plaster shall be removed and replaced with plaster conforming to this Specification.<br />
C. Point around tile, steel, iron, fixtures, outlet boxes, switch plates, and other items abutting or extending into<br />
plaster.<br />
D. Upon completion give plaster work a final inspection and repair defects, cracks, and damaged spots.<br />
E. Patch defects in workmanship and materials. Patches in finished areas shall match adjacent surfaces.<br />
F. Existing Plaster Repair:<br />
1. Ensure existing substrate is sound.<br />
2. Remove plaster adjacent to repair area that is cracking, chipping, and spalling off, then remove old paint<br />
from adjacent area.<br />
3. Scarify adjacent old plaster area and apply bonding agent to prevent old plaster from extracting water from<br />
the new plaster before it cures.<br />
4. Patch holes with new plaster and blen the finish coat with adjacent scarified areas.<br />
G. Adjusting:<br />
1. Upon completion, point-up plaster around trim and other locations where plaster meets dissimilar<br />
materials.<br />
2. Apply fog coat to integral color plaster to ensure uniform color.<br />
3. Cut out and patch defective or damaged plaster. Cut out and patch stained or discolored finish plaster.<br />
4. Match patch of defective or damaged plaster to existing work in form, texture, and color.<br />
5. Obtain Architect’s acceptance of plaster color and texture prior to scaffold removal.<br />
3.05 CLEAN-UP AND PROTECTION<br />
A. Refer to Section 01710-Cleaning.<br />
B. Clean aluminum surfaces at the end of each days work since plaster stains and discolors aluminum.<br />
C. Protect finished work.<br />
D. Upon completion of the work, excess materials and debris shall be removed from the premises.<br />
3.06 GUARANTEE<br />
A. Upon completion and acceptance of the project, furnish to the Owner through the Architect a written guarantee.<br />
B. Guarantee items and work included in the Section for a period five years from the date of acceptance against<br />
defective workmanship and/or materials.<br />
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C. Defects resulting from faulty materials and/or workmanship during the guarantee period shall be repaired or<br />
replaced by the Contractor at his expense.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 09250<br />
GYPSUM WALLBOARD<br />
1.01 SCOPE<br />
A. Provide Gypsum Wallboard work as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Light Gage Metal Framing - Section 05400<br />
2. Rough Carpentry - Section 06100<br />
3. Building Insulation - Section 07210<br />
4. Resilient Flooring and Base - Section 09650<br />
5. Ceramic Tile - Section 09310<br />
1.02 STANDARDS AND QUALITY<br />
A. Meet requirements and recommendations of applicable portions of the Standards listed.<br />
1. American Society for Testing and Materials ASTM<br />
2. Gypsum Association GA<br />
3. Gypsum Drywall Contractors International GDCI<br />
4. Underwriter's Laboratories UL<br />
1.03 DELIVERY AND STORAGE<br />
A. Schedule deliveries to avoid delays and to prevent greater accumulations than can be suitable stored at the site.<br />
B. Deliver materials to the site in manufacturer's original, unopened labeled containers.<br />
C. Store to prevent damage from moisture and construction work.<br />
D. Distribute materials to avoid overloading the building structure.<br />
1.04 REQUIREMENTS<br />
A. Satisfy applicable requirements of authorities having jurisdiction in meeting required fire ratings.<br />
B. Follow manufacturer's specifications in the application of materials.<br />
C. Installation shall be done by experienced craftsmen trained to do this type of work.<br />
1.05 SUBMITTALS<br />
B. Provide product data or MSDS indicating VOC emissions in grams/liter (g/L) for the following products:<br />
1. Adhesives and sealants: Comply with California’s South Coast Air Quality Management District<br />
(SCAQMD) #1168 identified in Section 01352.<br />
2. Aerosol adhesives: Comply with Green Seal GS-36 identified in Section 01352<br />
3. Coatings: Comply with California’s South Coast Air Quality Management District (SCAQMD) #1113<br />
identified in Section 01352.<br />
PART 2 - PRODUCTS<br />
2.01 ACCEPTABLE MANUFACTURES<br />
1. Flintkote<br />
2. Georgia - Pacific/Bestwall1.<br />
3. Gold Bond Building Products<br />
4. National Gypsum Company<br />
5. United States Gypsum Company<br />
2.02 MATERIALS<br />
A. Metal Furring: Dietrich Metal Framing Z-Furring Channels or equivalent 1" size.<br />
B. Resilient Channel: Detrich Metal Framing RCUR resilient channels, 16" o.c., suspending gypsum wallboard<br />
½” from the wall or equivalent.<br />
C. Wall Board for Partitions and Ceilings: 5/8" thick "Fire Code Type X" tapered sheet rock or equivalent.<br />
Install water resistant wall board equal to USG "WR" in restrooms, janitor closets and wherever interior<br />
partitions are to receive ceramic tile. Install Masonite in Genie Room as noted on the drawings. Seal cut edges<br />
of water resistant wall boards.<br />
D. Wall Board for Masonry Partitions to receive finish ½” thick tapered sheet rock panels.<br />
E. Acoustical Sealant: equivalent to USG acoustical sealant.<br />
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F. Adhesive: As recommended by the Gypsum Wallboard manufacturer.<br />
G. Suspended Gypsum Ceiling System: USG or approved equivalent as detailed on drawings.<br />
H. Fasteners:<br />
1. Wallboard to Framing: USG Hi-Lo type S Bugle Head Screws or equivalent.<br />
2. Stud to Door Frame 1/2" USG Type S-12 Pan Head Screws or equivalent.<br />
3. Wallboard to wallboard: 1 1/2" USG Type G bugle-head type 'S' point screws.<br />
I. Hanger Wire: 9 gauge, galvanized<br />
J. Tie Wire: 16 gauge, galvanized, or USG metal furring channel clip.<br />
K. Exterior Sheathing: ½” thick “Dens-glass gold” sheathing or equilavent. Manufacturered in accordance with<br />
ASTM C 1177<br />
L. Cement Board: USG Drywall, DUROCK Brand. ½” thick meeting ASTMC 1325, ANSI A118.9 or equal<br />
M. Shaft Liner: Georgia-Pacific, DensGlass Shaftliner, 1” thick water resistant, noncombustibule gypsum core<br />
per ASTM E136 or equal. Used with CT Cavity Shaftwall studs and tracks.<br />
N. Joint Treatment for Exterior Sheathing:<br />
1. Tape: 2” wide, 10x10 glass mesh tape.<br />
2. Compound: Georgia-Pacific setting-type joint compound.<br />
3. Comply with California’s South Coast Air Quality Management District (SCAQMD) #1168 identified in<br />
Section 01352.<br />
N. Joint Treatment for Wallboard:<br />
1. Prefiller - USG "Durabond 90" or equivalent.<br />
2. Tape - USG "Perf-a-tape" or equivalent.<br />
3. Filler - USG "Ready-Mixed Joint Compound" or equivalent.<br />
4. Comply with California’s South Coast Air Quality Management District (SCAQMD) #1168 identified in<br />
Section 01352.<br />
O. Metal Trim:<br />
1. Control Joints - USG Control Joint No. 093, roll-formed of zinc or equivalent.<br />
2. Corner Beads - USG "Durabead" corner reinforcement No. 103 or equivalent.<br />
3. Casing Beads - USG Metal trim No. 200-B.<br />
P. Metal Access Doors: 16 gauge steel in 13 gage frame, door recessed for drywall installation. Flush type<br />
screwdriver operated lock. Model RDW, 24"x24" as manufactured by Karp Associates, Inc. Provide firerated<br />
type when located in rated wall assembly.<br />
PART 3 - EXECUTION<br />
3.01 INSTALLATION OF INTERIOR WALLBOARD<br />
A. General<br />
1. Coordinate interior partitioning with other trades before erection.<br />
2. When outdoor temperature is below 55º F., heat shall be maintained in the building continuously and<br />
uniformly at no less than 55º F., from one week prior to beginning of installation until the wallboard<br />
application and joint treatment is completed.<br />
3. Installation shall not be started until windows are glazed and doors are installed unless openings are<br />
temporarily closed.<br />
4. Ventilation, either natural or supplied by fans, circulators, or air conditioning system, shall be provided to<br />
remove excess moisture during joint treatment.<br />
5. Be aware of poster cases, marquees, signage, toilet accessories, toilet fixtures, special items, cabinet work,<br />
case work or any other items which are to attach to and/or hang from the drywall partitions.<br />
6. Coordinate the installation of anchors furnished by suppliers of the above mentioned items and provide<br />
necessary blocking, double studs or studs spaced at 1/2 normal spacing to adequately support the weight of<br />
items to be secured to or hung from the partitions.<br />
7. Provide necessary anchors for items mentioned above that are not normally furnished with those items and<br />
adequately secure anchors to two or more studs before applying board.<br />
8. The completed drywall partitions shall be constructed and adequately braced to withstand the weight of<br />
equipment to be hung on the partitions in addition to loads to be superimposed on that equipment.<br />
B. Partitions<br />
1. Align framing members accurately according to partition layouts and to conceal slabs with concrete stud<br />
nails or power driven anchors, spaced 24" o.c., and secure to the structure above the ceiling or to the<br />
ceiling, as indicated.<br />
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2. Erect studs vertically plumb not to exceed 16" o.c. unless noted otherwise.<br />
3. Attach furring channels vertically to the wall, spaced 24" o.c., and attach with hammer-set or poweractivated<br />
stud fasteners or concrete stud nails spaced 24" o.c. staggered on alternate wing flanges.<br />
4. Brace partitions that do not extend to structure at 8'-0" o.c. maximum, or just above ceiling.<br />
5. Grout metal door and borrowed light frames by spot grouting the jamb anchor clips, after the stud and<br />
before the gypsum wallboard is applied.<br />
6. Apply gypsum panels parallel to studs. Position edges over studs for parallel application. Use maximum<br />
practical lengths to minimize end joints.<br />
7. Fit ends and edges closely, but not forced together. Stagger joints on opposite sides of partition.<br />
8. For single layer parallel application of gypsum panels, space screws 16" o.c. in field of panels and along<br />
vertical abutting edges.<br />
9. For double layer screw attachment space screws 16" o.c. for both layers. Offset joints in face layer with<br />
joints in base layer.<br />
10. Cut wallboard neatly around electrical outlets and scribe to abutting surfaces.<br />
11. Install corner beads on exterior corners, attached with suitable fasteners spaced 9" o.c., in single lengths<br />
unless application length exceeds standard stock lengths.<br />
12. Apply caulk at each control joint prior to paint application. Caulk to be flush with adjacent wall surfaces.<br />
13. Install water resistant gypsum wallboard in restroom sculleries and janitor closets.<br />
14. Install casing beads as indicated and at points where drywall abutts a different material.<br />
15. Install drywall control joints at maximum 30’-0” on center, and above each side of door frame.<br />
C. Ceilings<br />
1. Attach wall angles at ceiling height. Space 12 ga. hanger wires 48" o.c. along main beams, within 6" of<br />
beam ends and walls not having wall angles. Install main beams 48" o.c. and within 6" of walls. Align<br />
main beam slots for cross furring channel and splice ends to insure continuity in each row.<br />
2. Space cross furring channels 24" o.c. and within 6" of beam ends and walls not having wall angles. Install<br />
main beams 48" o.c. and within 6" of walls. Align main beam slots for cross furring channel and splice<br />
ends to insure continuity in each row.<br />
3. At light fixtures, place hangers at each corner and at mid span of cross beams. Install two cross beams to<br />
support lighting fixture and additional cross furring channels 8" from each side of fixture.<br />
4. Apply gypsum wallboard of maximum practical length with long dimensions perpendicular to cross furring<br />
channels. Center end joints under channels and stagger in adjacent rows. Fit ends and edges closely but<br />
not forced together.<br />
5. Fasten panels to beams and channels with 1" Type S-12 Screws spaced 12" o.c. in field of wallboard and<br />
along abutting ends and edges.<br />
6. Install drywall control joints at not more than 50'-0" each way.<br />
3.02 JOINT TREATMENT OF INTERIOR WALLBOARD<br />
A. Examine surfaces that are to receive gypsum wallboard before starting work. Correct defects that would<br />
prevent proper application of joint treatment.<br />
B. Mix joint compounds as instructed by the manufacturer.<br />
C. Pre-Filling<br />
1. Fill all "V" grooves formed by abutting eased radial edges of wallboard flush with the lane of the taper<br />
with prefill compound.<br />
2. Excess compound beyond "V" groove shall be wiped clean leaving a flat joint to receive the taping.<br />
D. Taping<br />
1. After the pre-fill has hardened, a thin, uniform layer of taping compound shall be applied to all joints and<br />
angles to be rein- forced.<br />
2. Reinforcing tape shall be applied immediately, centered over the joint seated into the compound.<br />
3. A skim coat shall follow immediately, but shall not function as fill or second coat.<br />
4. Tape shall be properly folded and embedded in angles to provide a true angle.<br />
E. Filling<br />
1. After taping compound has hardened, topping compound shall be applied, filling the board taper flush<br />
with the surface.<br />
2. The fill coat shall cover the tape and shall be feathered out slightly beyond the tape.<br />
3. On joints with no taper, the fill coat shall cover the tape and feather out at least 4" on each side of the tape.<br />
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4. No fill coat is necessary on interior angles.<br />
F. Finishing<br />
1. After topping compound is set, a finished coat of topping compound shall be spread evenly over and extending<br />
slightly over the fill coat on joints and feathered to a smooth, uniform finish over tapered edges.<br />
2. The finished joint shall not protrude beyond the plane of the surface.<br />
3. Taped angles shall receive a finish coat to cover the tape and taping compound, and provide a true angle.<br />
4. Where necessary, sanding shall be done between coats and following the final applications of compound<br />
to provide a smooth surface, ready for decoration.<br />
G. Taping compound shall be applied to fastener depressions followed, when hardened, by at least two coats of<br />
topping compound, leaving depressions level with the plane of the surface.<br />
H. Taping compound shall be applied to bead and trim and shall be feathered out from the ground to the plane of<br />
the surface. When hardened, this shall be followed by two coats of topping compound each extending slightly<br />
beyond the previous coat. The finish coat shall be feathered from the ground to the plane of the surface and<br />
sanded as necessary to provide a flat, smooth surface ready for decoration.<br />
I. Sand finish work to a smooth surface, true and plane.<br />
3.03 SHEATHING<br />
A. Provide Dens-Glass Gold sheathing where indicated on drawings. Install sheathing in accordance with<br />
manufacturer’s instructions and applicable instructions in GA-253 and ASTM C 1280.<br />
B. Install Dens-Glass Gold sheathing with gold side out.<br />
C. Use maximum lengths possible to minimize number of joints.<br />
D. Wood framing: Attach Dens-Glass Gold sheathing to wood framing with nails spaced 4” o.c. at perimeter for<br />
racking shear resistance; 8” o.c. at perimeter where there are framing supports and where racking shear<br />
resistance is not required; and 8” o.c. along intermediate framing in field for both conditions.<br />
E. Metal framing: Attach Dens-Glass Gold sheathing to metal frmaing with screws spaced 8” o.c. at perimeter<br />
where there are framing supports; and 8” o.c. along intermediate framing in field.<br />
F. Drive fasteners to bear tight against and flush with surface of sheathing. Do not countersink.<br />
G. Locate fasteners minimum K’ from edges and ends of sheathing panels.<br />
H. Building paper: If required, install building paper or equal with flashing around openings.<br />
I. Finishing:<br />
1. Seal fasteners using Dow Corning 795 or Borden HPPG Elmers Siliconized Acrylic Latex Caulk or<br />
equilavent.<br />
2. Finish joints using Dow Corning 795 or Borden HPPG Elmers Siliconized Acrylic Latex Caulk or<br />
equilavent. Reinforce with 2” wide 10x10 glass mesh Quick Tape or equilavent.<br />
3.04 CLEANING AND PATCHING<br />
A. Refer to Section 01710 - Cleaning.<br />
B. Clean exposed drywall surfaces free of soil and stain that would affect finish.<br />
C. Repair, or remove and replace defective work.<br />
END OF SECTION<br />
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#165582
PART 1 - GENERAL<br />
1.01 SCOPE<br />
A. Provide Ceramic Tile Work as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Sealants and Caulking - Section 07920<br />
2. Gypsum Drywall - Section 09250<br />
3. Painting - Section 09900<br />
4. Toilet Accessories - Section 10800<br />
1.02 STANDARDS<br />
A. Meet requirements and recommendations of applicable portions of the Standards listed.<br />
1. Tile Council of America TCA<br />
2. Ceramic Tile Institute CTI<br />
3. American Society for Testing and Materials ASTM<br />
4. American National Standards Institute ANSI<br />
SECTION 09310<br />
CERAMIC TILE<br />
1.03 QUALITY ASSURANCE<br />
A. Quality, grade, and certificates - Tile shall be Standard Grade. Packages containing ceramic tile shall be<br />
opened and shall be accompanied with the Manufacturer's Grade Certificate or an affidavit stating that the tile<br />
provided to the project is equal or better than the Standard Grade tile, per TCA 137.1.<br />
1.04 SAMPLES<br />
A. Refer to Section 01340 - Submittals.<br />
B. Submit samples to the Architect for approval and color selection.<br />
C. Do not work until samples have been approved, and colors have been selected.<br />
D. Furnish manufacturer's instructions for use of mortars and grouts.<br />
1.05 DELIVERY AND STORAGE<br />
A. Deliver and store materials in their original unopened containers bearing the manufacturer's label.<br />
B. Deliver dry-set mortar in sealed, moisture-proof containers.<br />
C. Store materials to allow easy access to the work.<br />
D. Protect materials from damage during storage.<br />
1.06 ACCEPTABLE MANUFACTURERS<br />
A. Only the manufacturers and sources for the tiles shown on the drawings. NO SUBSTITUTIONS<br />
B. Manufacturers for related materials shall be open to those that meet the specification.<br />
PART 2 - PRODUCTS<br />
2.01 TILE<br />
A. Refer to finish schedule and drawings for interior tile types, manufacturers and locations.<br />
2.02 RELATED MATERIALS<br />
A. Latex Portland Cement Mortar: meet ANSI A118.4. Additive is used to improve workability and to decrease<br />
water permeability of standard Portland cement mortar.<br />
B. Latex Portland Cement Grout: meet ANSI A118.6. This grout is required for tile work over metal studs; it<br />
provides improved crack and stain resistance relative to dry set and standard Portland cement grout. Color<br />
shall be as shown on the drawings.<br />
C. Epoxy grout for use with quarry tile used in wet areas. NO SUBSTITUTIONS<br />
D. Water: potable.<br />
E. Sealant: meet ASTM C920 and refer to section 07920.<br />
1. Grade T for floors.<br />
2. Grade NS for walls.<br />
F. Backer Rod: flexible and compressible close-cell foam polyethylene or butyl rubber type; refer to section<br />
07920.<br />
G. Crack Isolation Membrane: Submit system of choice for approval by the architect.<br />
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H. Edge Protection: Schluter-Rondec-RO 100 ANI, bullnose type profile, finish to be satin nickel anodized<br />
aluminum, install at all exposed tile edges, included wall corner, unless noted otherwise. Manufactured by<br />
Schluter Systems L.P. and distributed by Interceramic. NO SUBSTITUTIONS<br />
I. Floor Tranistion Strip: Schluter-ANITK 100 Reno-TK, profile with sloped exposed surface, finish to be satin<br />
nickel anodized aluminum, install at all floor tile transitions unless noted otherwise. Manufactured by Schluter<br />
Systems L.P. and distributed by Interceramic. To be used with Johnsonite Subfloor Leveler System, LS-40-D.<br />
Install with manufactures recommend adhesive. For all carpet to tile transistions including lobby to promenade<br />
and promenade exits. NO SUBSTITUTIONS<br />
J. Tile Cove: Schluter-DILEX HK, finish to be anodized aluminum, install as a tile base per finish schedule.<br />
Manufactured by Schluter Systems L.P. and distributed by Interceramic. NO SUBSTITUTIONS<br />
2.03 MIXES<br />
A. Thinset Mortar: Mix in accordance with manufacturers recommendations.<br />
B. Grout: Mix in accordance with manufacturer's recommendations.<br />
PART 3 - EXECUTION<br />
3.01 INSPECTION AND PREPARATION OF SUBSTRATE<br />
A. It is the responsibility of the tile installer to ensure that concrete joints will be placed or cut in locations<br />
compatible with the tile pattern, so that no tile will be cut to accommodate a joint. Refer to Section 03300 and<br />
Drawings.<br />
B. Grind or fill concrete substrates as required to comply with allowable variations. See applicable Sections of<br />
these Specifications for construction tolerances.<br />
C. Clean each substrate with 10% solution of muriatic acid as may be required to remove curing compounds or<br />
other substances that would interfere with proper bond of specified mortar for tile.<br />
D. Seal substrate with sealer as recommended by manufacturer of mortar.<br />
E. Inspect substrates to receive tile. Do not exceed the following deviations from level and plumb, and from<br />
elevations, locations, slopes and alignments shown:<br />
1. Floors: 1/8" in 10 ft. run, any direction; + 1/8" at any location; 1/32" offset at any location.<br />
2. Walls: 1/8" in 8 ft. run, any direction; + 1/8" at any location; 1/32" offset at any location.<br />
3. Joints: Joints shall be 1/8" wide with + 1/32" joint width variation at any location; 1/16" in 3 ft. run for<br />
deviation from plumb and true, and for other variations in alignment of joints.<br />
3.02 INSTALLATION<br />
A. Layout tile work so that no tiles less than half size occur on the floor. Adjust ceiling height so that no cut tiles<br />
are required on walls. Align joints of cove bases and trim with adjacent tile joints. No cut tiles are to occur in<br />
the field of tile surface.<br />
B. Apply tile in strict accordance with recommendations of the manufacturers and the applicable requirements of<br />
reference standards of ANSI A108.5.<br />
1. Method #1 (for all floor tile including public toilets).<br />
a. Installation shall meet requirements of TCA #F113.<br />
b. Substrate shall be concrete subfloor.<br />
c. Install Latex Portland Cement Mortar Bond Coat. Minimum thickness of coat shall be 3/32".<br />
d. Set tile, taking care to maintain a full mortar bed beneath entire tile body. Allow mortar bed to cure.<br />
completely before grouting.<br />
e. Install latex Portland Cement grout as described below.<br />
2. Method #2 (for interior wall tile on wallboard).<br />
a. Installation shall meet requirements of TCA #W243.<br />
b. Substrate shall be gypsum board on minimum 3 5/8" 20 gauge metal studs at 16" on center.<br />
c. Install latex Portland cement mortar bond coat (refer to method #1).<br />
d. Set tile (refer to method #1).<br />
e. Install latex Portland cement grout as described below.<br />
3. Method #3 (for wall tile on masonry or concrete):<br />
a. Installation shall meet requirements of TCA #W202.<br />
b. Substrate shall be interior or exterior concrete masonry units.<br />
c. Install latex Portland cement mortar bond coat (refer to method #1).<br />
d. Set tile (refer to method #1).<br />
e. Install latex Portland cement grout as described below.<br />
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4. Method #4 (for exterior wall tile on cementitious backer units):<br />
a. Installation shall meet requirements of TCA #W244.<br />
b. Substrate shall be interior or exterior cementitious backer units..<br />
c. Install latex Portland cement mortar bond coat (refer to method #1).<br />
d. Set tile (refer to method #1).<br />
e. Install latex Portland cement grout as described below.<br />
5. Method #5 (for floor quarry tile):<br />
a. Installation shall meet requirements of TCA #F113.<br />
b. Substrate shall be concrete subfloor.<br />
c. Install recommended mortar.<br />
d. Metro Tread tiles must be installed in a grid-checkerboard pattern to achieve the stated coefficient of<br />
friction.<br />
e. Set tile, taking care to maintain a full mortar bed beneath entire tile body. Allow mortar bed to cure<br />
completely before grouting.<br />
C. Grouting: In accordance with ANSI standards.<br />
1. Force maximum grout into joints; tool joints before grout sets.<br />
2. Fill gaps and skips so that finished joint is uniform in color, smooth and without voids, pin holes, or low<br />
spots.<br />
3. Sponge and wash tile thoroughly, diagonally across joints and finally polish with clean, dry cloths.<br />
D. Expansion control:<br />
1. Interior: 1/4" every 24 to 36 feet or as shown on drawings. Joints shall align with concrete slab control<br />
joints.<br />
2. Provide a crack isolation membrane to cover existing cracks and sawcut control joints where the direction<br />
of the tile joints do not align with direction of substrate joints.<br />
3. Exterior: 3/8" to 1/2" every 12 to 16 feet or where abutting dissimilar material.<br />
4. Recess joint into substrate by sawcutting. Fill with backer rod and sealant<br />
E. Use the Schluter Rondec-Pro with wall tile that does not have trim pieces.<br />
3.03 CURING<br />
A. Damp cure grouts a minimum of 72 hours after grouting. Maintain minimum 40º temperature.<br />
B. Close areas to traffic until tile is firmly set. Provide adequate barricades.<br />
3.04 CLEAN-UP AND PROTECTION<br />
A. Refer to Section 01710 - Cleaning.<br />
B. Remove grout and foreign matter from tile and leave in a polished condition.<br />
C. The protection of the finished work is made a part of this Section and material damaged shall become the<br />
responsibility of the Contractor and shall be replaced with new matching material.<br />
D. Replace ceramic tiles with broken corners, cracks, fractures, and minor breaks with materials to match the<br />
original installation.<br />
3.05 EXTRA STOCK<br />
A. Provide ten percent (10%) additional ceramic and marble tile material, of each type, identical to that installed<br />
for maintenance and replacement uses.<br />
END OF SECTION<br />
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SECTION 09510<br />
ACOUSTICAL CEILINGS<br />
PART 1 - GENERAL<br />
1.01 SCOPE<br />
A. Provide Acoustical Ceiling work as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Gypsum Wallboard - Section 09250<br />
2. Building Insulation - Section 07210<br />
3. Painting - Section 09900<br />
4. Electrical - Division 16.<br />
1.02 STANDARDS AND QUALITY<br />
A. Meet requirements and recommendations of applicable portions of the Standards listed.<br />
1. Underwriters Laboratories, Inc. UL<br />
2. Acoustical and Insulation Materials Assoc. AIMA<br />
3. Suspended Ceiling Manufacturers Assoc. SCMA<br />
1.03 QUALITY ASSURANCE<br />
A. Applicator Qualifications: Applicator shall have satisfactorily installed accepted suspension system and<br />
acoustical units on at least three other projects of equal scope.<br />
B. Design Criteria:<br />
1. Deflection: Suspension system components, hangers and fastening devices shall support light fixtures,<br />
ceiling grilles, and acoustical units without deflecting more than 1/360 of the span.<br />
2. Test for deflection in accordance with methods and procedures prescribed by ASTM C636-92 with latest<br />
revisions.<br />
3. Reduce hanger spacing as required to satisfy design criteria.<br />
4. Increase hanger sizes as required to satisfy design criteria.<br />
5. Increase members and components of system, as required, to satisfy design criteria.<br />
C. Fire Safety Requirements:<br />
1. Maximum flame spread index of acoustical materials: 25.<br />
2. Flame spread index shall be listed by UL Building Materials List or determined by ASTM E84-95b.<br />
D. Allowable tolerance of finished acoustical ceiling system: Level within 1/8" of 12'.<br />
E. To insure proper interface and color match, all acoustical panel units and grid components shall be produced or<br />
supplied by a single manufacturer. Materials supplied by more than one manufacturer are not permissible.<br />
F. Suspended Ceiling Requirements for Seismic Projects:<br />
1. Installation must confirm to CISCA recommendations for areas subject to severe seismic activity.<br />
2. Minimum 2” wall moulding<br />
3. Grid must be attached to two adjacent walls opposite walls must have ¾” clearance<br />
4. Ends of main beams and cross tees must be tired together to prevent their spreading<br />
5. Perimeter support wires<br />
6. Heavy-duty grid system<br />
7. Ceiling areas over 1,000 SF must have horizontal restraint wire or rigid bracing<br />
8. Ceiling areas over 2,000 SF must have seismic separation Joints or full height partitions<br />
9. Ceilings without rigid brace must have 2” oversized trim rings for sprinklers and other pentrations<br />
10. Chnaged in ceiling plane must have positive bracing<br />
11. Cable trays and electrical conduits must be independently supported and braced<br />
12. Suspended ceiling will be subject to special inspection.<br />
1.04 SUBMITTALS<br />
A. Refer and comply with Section 01340 - Submittals.<br />
B. Submit a sample of each color of ceiling tiles and each color of suspension systems that are being proposed for<br />
the installation to the Architect for approval.<br />
1.05 DELIVERY AND STORAGE<br />
A. Schedule deliveries to avoid delays in the work.<br />
B. Deliver and store materials in their original unopened protective containers.<br />
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C. Deliver materials with manufacturer's labels indicating brand name, pattern, size, thickness, and fire rating, as<br />
applicable, legible and intact.<br />
D. Store materials off the floor to assure proper protection from water and cover if necessary.<br />
E. Handle material so as to prevent soiling of finished acoustical units.<br />
PART 2 – PRODUCT<br />
2.01 SUSPENSION SYSTEM<br />
A. Product/Manufacturer: Prelude XL 15/16" exposed tee grid; Armstrong World Industries, Inc. Note: For areas<br />
requiring one-hour ceiling assembly, provide XL Fireguard grid and Fireguard-type acoustical tile.<br />
B. Components: All main beams and cross tees shall be commercial-quality hot dipped galvanized steel with<br />
minimum G30 coating as per ASTM A653. Exposed surfaces chemically cleansed, capping prefinished in<br />
baked polyester paint. Main beams and cross tees are double web steel construction with 15/16" type exposed<br />
flange design. Light gage steel cross tees shall have rotary stitching to improve column strength and staked-on<br />
end detail allowing easy cross tee removal and remounting.<br />
1. Structural Classification: Intermediate duty.<br />
2. Main Beam and Cross Tees shall be manufactured by Armstrong World Industries, Inc. Exposed bottom<br />
flange shall be continuous with unbroken roll-formed cap, made from steel, running the entire length of the<br />
member.<br />
a. Main Beam: Web height shall be 1½".<br />
b. Four Foot Cross Tee: Web height shall be minimum 1-3/8".<br />
c. Two Foot Cross Tee: Web height shall be minimum 1-3/8".<br />
3. Wall moldings shall be angle molding, Item #7800, manufactured by Armstrong World Industries, Inc., and<br />
have a nominal 7/8" exposed flange.<br />
4. Hanger wire shall be galvanized carbon steel per ASTM A641, soft temper, pre-stretched, with a yield stress<br />
load of at least 3 times design load, but not less than 12 gage (0.106") diameter.<br />
C. Color and finishes: All steel roll-formed parts, including cap, shall be chemically cleansed. Capping shall be<br />
prefinished in a baked polyester paint finish.<br />
1. Color shall be as described on the drawings and match the actual color of the selected ceiling tile, unless<br />
otherwise specified.<br />
2.02 ACOUSTICAL TILES - NO SUBSTITUTIONS.<br />
A. C1: Armstrong Fine Fissured, 2' x 2' – tegular edge, 5/8" thick, Cream (Item #1732CR).<br />
B. C2: Armstrong Fine Fissured, 2' x 2' – tegular edge, 5/8" thick, Cream (Item #1732CR).<br />
C. C3: Armstrong Fine Fissured with Humiguard Plus, 2' x 4', square edge, 5/8" thick, Black (Item #1729BL).<br />
D. C4: Armstrong Fine Fissured, 2' x 4' – square edge, 5/8" thick, White. (Item #1729WH).<br />
E. C5: Armstrong: Clean Room VL- Vinyl-Clad Gypsum Ceiling panel, Unperforated White, 2' x 4' square edge,<br />
5/8" thick (Item #871).<br />
F. C6: Armstrong Fine Fissured, 2' x 2' – square edge, 5/8" thick, Black. (Item #1728BL).<br />
G. C8: Armstrong: Clean Room VL - Vinyl-Clad Gypsum Ceiling panel, Unperforated White, 2' x 2' square edge,<br />
5/8" thick (Item #869).<br />
2.04 ACCESSORIES<br />
A. Hold Down Clips: Provide hold down clips at locations where 1 hour construction is required and elsewhere as<br />
noted on contract documents. Fire rated ceiling panels weighing one pound per square foot or more do not<br />
require hold down clips.<br />
B. Provide Armstrong Axiom Channel Profile, 8” face depth to form the cove in the Restrooms. Refer to Drawings<br />
for locations.<br />
2.05 CINEMARK STRATEGIC ACCOUNT PRICING<br />
A. Contact Armstrong’s Sherry Brunt at 1-800-442-4212 to secure details of the Armstrong-Cinemark Strategic<br />
pricing agreement.<br />
PART 3 - EXECUTION<br />
3.01 PREPARATION<br />
A. Examine spaces and correct defects that could interfere with proper installation.<br />
B. Lay out spaces and arrange suspension system in regular pattern as shown on the drawings.<br />
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3.02 INSTALLATION<br />
A. Installation shall be by experienced craftsmen trained to do this type of work. Contractor shall use a laser device<br />
for installation of ceiling grid.<br />
B. Install acoustic treatment after moist materials have been installed. Maintain temperature of not less than 50° F<br />
in spaces having installation of acoustical materials.<br />
C. Perform installation according to the Code of Practices for Acoustical Ceiling System Installation as prepared by<br />
NACA, and Specifications for Acoustical Tile and Lay-in Panel Ceiling System as prepared by AMA.<br />
D. Install hanger wires not over 48" apart above the main beam, unless otherwise indicated or approved.<br />
E. Securely anchor hanger wires to structure above.<br />
F. Secure lower ends of hanger wires to main tees by three twists around itself. Space main tees 2'-0" on centers of<br />
2'x4' grid. Join cross tees to main tee with a positive interlock. At perimeter areas, columns, etc., secure angle<br />
molding to vertical surfaces. Rest tees on angle moldings at walls, columns, etc. Provide hanger wires at four<br />
corners of all light fixtures.<br />
G. Install main runner beams at 4'-0" on center in 2'x4' grid.<br />
H. Install cross tees perpendicular to the main runner beams on both sides of light fixtures and ceiling diffusers.<br />
I. Roll form angle moldings that must follow a curved wall, plane, radius or bend. Notching or cutting the exposed<br />
leg at angle molding to fit radius or bend will not be accepted.<br />
J. Install angle moldings at all points where ceiling abuts a dissimilar material.<br />
K. Unless indicated otherwise, lay out suspension system to the column center lines in areas where columns are free<br />
standing. Lay out system to center lines of rooms working in all four directions in areas that have no free<br />
standing columns. Cut units next to walls shall be more than 1/2 board width and/or length.<br />
L. Install acoustical treatment and suspension system according to instructions and recommendations of the<br />
manufacturer.<br />
M. Suspension system for ceilings shall be erected strong and rigid enough to carry the acoustical tile and support<br />
the light fixtures in a true and level plane.<br />
N. Erect suspension system level, straight, and parallel to walls.<br />
O. Cutting and splicing shall be done in a neat workmanlike manner.<br />
P. Expose no acoustic tile edges.<br />
Q. Cut holes in acoustic units as required for lighting fixtures, air conditioning outlets, sprinkler heads and speakers.<br />
Do not split into two pieces to accommodate fixtures.<br />
3.03 CLEANING AND PROTECTION<br />
A. Refer to Section 01710 - Cleaning.<br />
B. Upon completion of the work, remove damaged and soiled acoustical boards and replace with new matching<br />
material.<br />
C. Protect materials and accessories from damage.<br />
D. Remove excess materials, packaging, and debris from the job site.<br />
3.04 EXTRA STOCK<br />
A. Provide in accordance with Section 01750 - Spare Parts and Maintenance materials.<br />
B. Provide percent (6%) additional ceiling tile material, of each type, identical to that installed for maintenance and<br />
replacement use.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 09650<br />
RESILIENT FLOORING AND BASE<br />
1.01 SCOPE<br />
A. Provide Resilient Flooring and Base Work as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Ceramic Tile - Section 09310<br />
2. Carpet - Section 09680<br />
1.02 STANDARDS<br />
A. Meet requirements and recommendations of applicable portions of the Standards listed.<br />
1. American Society for Testing and Materials ASTM<br />
2. Resilient Tile Institute RTI<br />
3. Wood and Synthetic Flooring Institute WFSI<br />
1.03 SAMPLES<br />
A. Refer to Section 01340 - Submittals.<br />
B. Provide standard manufacturer's samples to the Architect.<br />
1.04 DELIVERY AND STORAGE<br />
A. Schedule deliveries to avoid delay in the work.<br />
B. Store materials to protect from damage.<br />
1.05 GUARANTEE<br />
A. The Contractor shall guarantee that work executed under this Section will be free from defective materials<br />
and/or workmanship for a period of one year from the date of Substantial Completion.<br />
B. The Contractor further agrees that he will, at no expense to the Owner, repair and replace such defective<br />
work and other work damaged thereby, which becomes defective during the guarantee period.<br />
1.05 SUBMITTALS<br />
A. Provide product data or MSDS indicating VOC emissions in grams/liter (g/L) for the following products:<br />
1. Adhesives and sealants: Comply with California’s South Coast Air Quality Management District<br />
(SCAQMD) #1168 identified in Section 01352.<br />
2. Aerosol adhesives: Comply with Green Seal GS-36 identified in Section 01352<br />
3. Coatings: Comply with California’s South Coast Air Quality Management District (SCAQMD) #1113<br />
identified in Section 01352.<br />
B. Provide product data indicating FloorScore certification OR compliance with California Department of<br />
Health Services Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using<br />
Small-Scale Chambers, including 2004 Addenda.<br />
PART 2 - PRODUCTS<br />
2.01 ACCEPTABLE MANUFACTURERS<br />
A. Armstrong<br />
B. Azrock<br />
C. Flexco<br />
D. Kentile<br />
E. Roppe<br />
F. VPI<br />
2.02 MATERIALS<br />
A. Vinyl Composition Tile:<br />
1. 12"x12"x1/8"; colors and patterns as shown in the finish schedule on the drawings;<br />
NO SUBSTITUTIONS.<br />
B. Rubber Base:<br />
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1. Coved base, 4"x .080 gage, (1/8" thick) Fed. Spec. SS-W4Da, Type I. Color and manufacturer<br />
equivalent to that listed in the finish schedule on the drawings.<br />
C. Primers and Adhesives:<br />
1. As recommended by tile and base manufacturers, and which will produce good and permanent bond<br />
between subfloor and tile, and between wall surfaces and base.<br />
2. Provide Armstrong S-515 Moisture-Resistant adhesive, must be compliant at 0 g/L VOC for VCT at all<br />
standared auditoriums. Provide Fritz FA-88, must be compliant at 0 g/L VOC adhesive with Fritz<br />
recommended primer for XD auditorium remodals/additions. OR if contractor does not allow for proper<br />
cure time of concrete subfloor then use Fritz-FA88 at ALL auditoriums. NO SUBSTITUTIONS.<br />
3. All adhesives, sealants and primers much comply with Section 01352 Indoor Air Quality Management<br />
Plan<br />
D. Vinyl Reducer Strip: Standard 1" wide tapered vinyl edging. Color to be Black.<br />
E. Vinyl Snap-Down Divider: Color to be black and equal to:<br />
1. Flexco #62 Standard edge with #101 smooth aluminum track where carpet abuts a dissimilar floor finish<br />
of lesser thickness.<br />
2. Flexco #63 1-1/2" T with #101 smooth aluminum track where carpet abuts a dissimilar floor finish of<br />
equal thickness.<br />
F. Vinyl Stair Nosing: Johnsonite VCD-40 (Black) for auditoriums stages double undercut carpet vinyl<br />
stair nosing. Color to be Black. Use Tempo adhesive. NO SUBSTITUTIONS.<br />
PART 3 - EXECUTION<br />
3.01 PREPARATION<br />
A. Inspect the substrates before starting work and notify the Contractor in writing with copies to the Architect of<br />
apparent conditions that will result in an inferior installation. Do not proceed with work until defects are<br />
entirely corrected.<br />
B. Installation of materials constitutes the acceptance of the substrates and defects in the finished installation<br />
shall be corrected at the expense of the Contractor.<br />
3.02 INSTALLATION<br />
A. Resilient Flooring Installation:<br />
1. Layout tile work so that no tiles less than half size occur.<br />
2. Place resilient tile with approved adhesive in accordance with manufacturers recommendations.<br />
3. Butt tiles tightly to vertical surfaces, nosings, edgings, and thresholds.<br />
4. Place tiles tightly laid, even, and in straight parallel lines.<br />
5. Extend tiles into toe spaces, door reveals, and in closets and similar spaces.<br />
6. Lay in “checkerboard” pattern with grain in adjacent units running 90º to each other.<br />
B. Rubber Base Installation:<br />
1. Install base and accessory items in accordance with manufacturer's recommended procedures. Use base<br />
adhesive as recommended by the base manufacturer.<br />
2. Cut base and fit evenly around projections and into trim strips. Fit closely and evenly at joints.<br />
3. Install in as long lengths as possible. Do not install pieces less than 1'-0" long; instead shorten preceding<br />
piece to allow extra length.<br />
4. Use premolded exterior corners at coved base.<br />
5. Neatly miter interior corners. Push down base to follow contours and irregularities in floor.<br />
6. Score back of rubber base at inside corner to fit tightly to wall.<br />
C. Spots and smears of adhesive shall be removed immediately.<br />
D. Perform initial cleaning of entire resilient flooring installation at completion and leave in perfect condition.<br />
3.03 CLEAN-UP<br />
A. Remove excess materials and debris from the premises.<br />
B. Replace resilient base or accessories that are damaged, stained, or marred to the satisfaction of the Owner.<br />
3.04 EXTRA STOCK<br />
A. Provide in accordance with Section 01750 - Spare Parts and Maintenance Materials.<br />
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B. Provide 6% additional tile and base, of each type, identical to that installed for maintenance and replacement<br />
use.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
1.01 SCOPE<br />
A. Provide Carpet work as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Ceramic Tile - Section 09310<br />
2. Resilient Flooring and Base - Section 09650<br />
1.02 STANDARDS<br />
A. Meet requirements and recommendations of applicable portions of the Standards listed.<br />
1. American Society for Testing and Materials ASTM<br />
2. Carpet and Rug Institute CRI<br />
SECTION 09680<br />
CARPETING<br />
1.03 SUBMITTALS<br />
A. Refer to Section 01340 - Submittals.<br />
B. Provide manufacturer’s literature and product data for adhesive.<br />
C. Samples, seam diagram and cut chart will be provided by Tenant.<br />
D. Provide product data or MSDS indicating VOC emissions in grams/liter (g/L) for the following products:<br />
1. Adhesives and sealants: Comply with California’s South Coast Air Quality Management District<br />
(SCAQMD) #1168 identified in Section 01352.<br />
2. Aerosol adhesives: Comply with Green Seal GS-36 identified in Section 01352<br />
3. Coatings: Comply with California’s South Coast Air Quality Management District (SCAQMD) #1113<br />
identified in Section 01352.<br />
1.04 DELIVERY AND STORAGE<br />
A. Schedule deliveries to avoid delay in the work.<br />
B. Store materials to protect from damage.<br />
C. Store materials to allow easy access to the work and to avoid interfering with the Owner's operations.<br />
1.05 QUALIFICATIONS<br />
A. Qualifications of Contractor:<br />
The contract will be awarded only to a responsible sub-contractor, qualified by experience and in a financial<br />
position to do the work specified. In order to facilitate prompt award of the contract, the bidder shall<br />
submit with his proposal:<br />
1. Experience record showing the bidder's training and experience in similar work.<br />
2. List and brief description of similar work satisfactorily completed with location, date of contracts, together<br />
with names and addresses of owners.<br />
3. List of facilities and equipment available to do the work.<br />
B. The contractor shall be experienced in the supervision of carpet installation with at least five years experience<br />
in this type of work. The actual work shall be done by qualified and experienced mechanics working under his<br />
supervision or under the supervision of an experienced workroom supervisor who has also been doing this type<br />
of work for five years.<br />
PART 2 - PRODUCTS<br />
2.01 MATERIALS<br />
A. Carpet: 28 ounce cut pile supplied by Cinemark USA, and installed by General Contractor. Refer to Section<br />
01010.<br />
B. Carpet Tile: Supplied by Cinemark USA, and installed by General Contractor. Refer to Section 01010.<br />
C. Adhesive: Approved by manufacture, and commpliant at 0 g/L VOCs<br />
D. Vinyl edges and trim as specified in Section 09650.<br />
E. Carpet protection: VELCRO Brand Carpet Protection.<br />
F. Subfloor filler: white premix latex requiring only water to produce cementitious paste.<br />
PART 3 - EXECUTION<br />
3.01 PREPARATION<br />
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A. Inspect the substrates before starting work and notify the Contractor in writing with copies to the Architect of<br />
apparent conditions that will result in an inferior installation. Do not proceed with work until defects are<br />
corrected.<br />
B. Installation of materials constitutes the acceptance of the substrates and defects in the finished installation shall<br />
be corrected at the expense of the Contractor.<br />
C. Carefully check dimensions and conditions in the field to provide for proper fitting of carpet in areas indicated.<br />
D. Coved resilient base shall be installed under Section 09650, before proceeding with carpet.<br />
3.02 INSTALLATION OF ACCESSORIES<br />
A. Carpet shall be terminated at centerline of door in openings where adjacent floor finish or color is dissimilar,<br />
unless shown otherwise in drawings.<br />
B. Vinyl caps shall be installed at the transition wherever carpet is adjacent to a dissimilar floor finish. Refer to<br />
Section 09650 - Resilient Flooring and Base.<br />
3.03 INSTALLATION OF CARPET<br />
A. Apply adhesive following manufacturer’s directions for preparation and application.<br />
B. Carpet shall be glued directly over prepared concrete subfloor in accordance with manufacturers directions.<br />
Seams and cross-joints shall be fully secured and constant pile direction shall be maintained.<br />
C. Carpet shall be pre-conditioned, stretched and installed following manufacturer's printed instructions. Carpet<br />
shall be fitted neatly around architectural, mechanical, electrical outlets and furniture around perimeter of<br />
rooms into recesses, and around projections.<br />
D. No seams will be allowed at auditorium entries or at peak circulation areas.<br />
E. Edges of cut-outs shall be sealed with latex.<br />
F. After installation, provide protective covering of the carpet in any areas of the promenade where additional wet<br />
work is scheduled.<br />
3.04 CLEAN-UP<br />
A. Remove excess materials and debris from the premises.<br />
B. Replace carpet that is damaged before acceptance of the project by the Owner.<br />
C. Neatly trim sprouting tufts with sharp scissors.<br />
3.05 GUARANTEE<br />
A. The Contractor shall guarantee that work executed under this Division will be free from defective materials and<br />
workmanship for a period of one year from the date of the final Certificate of Approval.<br />
B. The Contractor further agrees that he will, at no expense to the Owner, repair and replace such defective work<br />
and other work damaged thereby, which become defective during the guarantee period.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
1.01 SCOPE<br />
A. Provide Special Coatings work at locations listed and as described in the Contract Documents.<br />
1. Exposed exterior concrete wall panels.<br />
2. Stucco.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Concrete Wall Panels – Section 03411<br />
2. Concrete Masonry Units – Section 04200<br />
3. Sheet Metal Flashing and Trim – Section 07620<br />
4. Portland Cement Plaster/Stucco – Section 09220<br />
5. Gypsum Wallboard - Section 09250<br />
6. Painting - Section 09900<br />
SECTION 09800<br />
SPECIAL COATINGS<br />
1.02 QUALIFICATIONS<br />
A. Materials shall be applied by skilled craftsmen trained to do this type work and employed by an approved<br />
applicator approved by the manufacturer of the materials.<br />
B. Applicator shall present proof of having had previous experience in doing this type of work.<br />
1.03 SUBMITTALS<br />
A. Refer to Section 01340 - Submittals.<br />
B. Submit samples of coating applied to a 6"x 6" substrate sample. Include on backside: project name, material<br />
identification, color, and provision for Architect's approval.<br />
C. Before commencing work, supply samples selected by Architect of adequate size, of each coating type for<br />
Architect's approval.<br />
D. Provide product data or MSDS indicating VOC emissions in grams/liter (g/L) for the following products:<br />
1. Comply with California’s South Coast Air Quality Management District (SCAQMD) #1113 identified in<br />
Section 01352.<br />
1.04 PRODUCT HANDLING<br />
A. Deliver and store materials undamaged, in original containers, with manufacturer's labels and seals intact.<br />
B. A room will be designated for storage of coating materials and equipment. Keep room neat and clean, and<br />
surrounding surfaces protected against damage.<br />
C. Material temperature shall be minimum of 35 degrees F to 100 degrees F.<br />
1.05 GUARANTEE<br />
A. Upon completion and acceptance of the project, the special coatings subcontractor and the General Contractor<br />
shall furnish a joint written guarantee on the special coatings.<br />
B. Provide limited warranty for materials and work included in this section for a period of five years from the date<br />
of acceptance, against the following:<br />
1. Bond and weathering.<br />
2. Waterproofing above grade<br />
C. Defects resulting from faulty materials and/or workmanship that are found during the guarantee period shall be<br />
replaced by the subcontractor at his expense.<br />
1.06 ENVIRONMENTAL CONDITIONS<br />
A. Minimum surface temperature of 50º F 24 hours before, during and 24 hours after application until cured.<br />
B. No precipitation for 24 hours preceding or predicted for 24 hours after application.<br />
C. The following conditions may require dampening the surface prior to and during application:<br />
1. Wind-caused rapid drying of surface.<br />
2. Excessive surface temperature.<br />
3. Excessive air temperature.<br />
4. Direct sun.<br />
5. Low humidity.<br />
1.07 PROTECTION<br />
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A. Protect adjacent surfaces from damage or overspray resulting from work of this trade. If necessary, mask<br />
and/or cover adjacent surfaces, masonry, walls, equipment, etc. by suitable means. Make good such damage at<br />
own expense, to Architect's satisfaction.<br />
PART 2 - PRODUCTS<br />
2.01 MANUFACTURER<br />
A. Sherwin-Williams or equal<br />
2.02 MATERIALS<br />
A. Cementitious Blockfiller & Topcoat: For use on concrete masonry units; for exterior applications, and<br />
both sides of auditorium demising CMU wall.<br />
1. Sherwin-Williams: Cement Plex 875, B42W200/B42V200 (as required to fill voids and provide a<br />
continuous substrate)<br />
2. Surface must be clean, dry, sound, and offer sufficient profile to achieve adequate adhesion.<br />
3. Minimum substrate cure is 28 days at 75 degress F.<br />
4. Remove all form release agents, curing compounds, salts, efflorescence, laitance, and other foreign<br />
matter by sandblasting, shotblasting, mechanical scarification, or suitable chemical means. Rinse<br />
thoroughly with water to achive a final pH between 6.0 and 10.0.<br />
5. 2 Finish Coats: Sherwin-Williams Loxon Acrylic Coating, A24W300 Series.<br />
B. Decorative Acrylic Coating:<br />
100% acrylic aggregate-filled coating used to produce a textured finish on properly prepared interior or<br />
exterior sufaces. May be used on concrete, aggregate block, sheetrock, cement, primed steel, and primed<br />
wood.<br />
1. Sherwin-Williams Primers for decorative acrylic coating: For tilt wall applications use Loxon Concrete<br />
Masonry Primer, A24W8300. For steel applications use Pro-Cryl Universal Metal Primer, B66-310<br />
series, Foor Wood or Composition Board use Exterior Oil-Based Wood Primer, Y24W8020. For Drywall<br />
Interior use ProMar 200 Int Latex Primer, B28W8200. For Drywall Exterior use Exterior Latex Wood<br />
Primer, B42W8041.<br />
2. Sherwin-Williams Topcoat: UltraCrete Texterure Coating Fine A44W801.<br />
Apply two coats 50-80 sq ft/gal per coat depending on substrate porosity and texture size.<br />
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Performance Characteristics:<br />
Wind-Driven Rain Test ASTM D6904-03 Passes<br />
Water Vapor Permeance ASTM D1653 17.0 Perms<br />
Flexibility ASTM D522-Method B Passes<br />
Alkali Resistance ASTM D1308 Passes<br />
Mildew Resistance ASTM D3273/3274 Passes<br />
Impact Resistance ASTM D2794 Passes<br />
Salt Spray ASTM B117, 300 hours No Damage<br />
Adhersion ASTM D3359 Method B Passes<br />
Freeze/Thaw Reistance ASTM D2243 Passes<br />
C. Elastomeric Paint: Sherwin-Williams, two coat system, elastomeric paint meeting the following performance<br />
requirements, in colors described on the Drawings. Provide finish coating over EIFS &/or Stucco building<br />
surfaces ONLY WHEN EIFS &/or STUCO IS NOT AN INTEGRAL COLOR. A minimum total dry film<br />
thickness of 13-15 mils per coat (excluding texture elastomeric coating) and a surface with 10 or less pinholes<br />
per square foot is required for a waterproofing system.<br />
1. Primer: for EIFS &/or Stucco application use Loxon Concrete & Masonry Primer, A24W8300 by<br />
Sherwin- Williams.
Section 09800<br />
Page 3<br />
2. Sherwin-Williams: ConFlex XL Smooth Elastomeric High Build Coating, A5-400 Series (optional).<br />
3. ConFlex XL Texture High Build Elastomeric Coating, A5-800 Series. Smooth texture is A5W800.<br />
A minimum total dry film thickness of 9.4-11.0 mils of topcoat recommended per coat.<br />
Performance Characteristics:<br />
Wind-Driven Rain Test ASTM D6904-03 Passes<br />
Water Vapor Permeance ASTM D1653 22 Perms<br />
Elongation ASTM D2370 300%<br />
Tensile Strength ASTM D2370 300 psi<br />
Freeze/Thaw Reistance ASTM D2243 Passes<br />
Low Temperature Flexibility ASTM D522-Method B Passes<br />
Mildew Resistant – containing agents which inhibit the growth of mildew on the sureface of the coating.<br />
D. Waterbased Catalyzed Epoxy: Sherwin-Williams Topcoat: Hi-Build Waterbased Catalyzed Epoxy,<br />
B71-100 Series. This product is a high performance, interior/exterior, VOC compliant, low odor, high<br />
film build, two-component, water based acrylic epoxy. It dries to a tough, tile-like finish that exhibits<br />
excellent durability and performance properties. It is resistant to moisture, abrasion, select chemicals,<br />
impact, and yellowing. Apply two coats 110-170 sq ft/gal per coat depending on substrate porosity and texture<br />
size. A minimum total dry film thickness of 4.0-6.0 mils per coat is required.<br />
Sherwin-Williams Primers for waterbased catalyzed epoxy: For tilt wall applications use Loxon Concrete<br />
Masonry Primer, A24W8300. For steel applications use Pro-Cryl Universal Metal Primer, B66-310 series. For<br />
Drywall Interior use ProMar 200 Int Latex Primer, B28W8200. For Drywall Exterior use Exterior Latex<br />
Wood Primer, B42W8041.<br />
E. VOC emissions: Provide low VOC products.<br />
1. Adhesives and sealants: Comply with California’s South Coast Air Quality Management District<br />
(SCAQMD) #1168 identified in Section 01352.<br />
2. Aerosol adhesives: Comply with Green Seal GS-36 identified in Section 01352<br />
3. Paints and coatings: Comply with SCAQMD #1113 identified in Section 01352<br />
PART 3 – EXECUTION<br />
3.01 EXAMINATION AND PREPARATION<br />
A. Allow 28-30 days after completion of panel erection &/or concrete mansory wall for curing of concrete &/or<br />
mortar.<br />
B. Examination:<br />
1. Examine substrate to which finely textured coating is to be applied. Do not proceed if unsatisfactory<br />
conditions exist which hamper proper application.<br />
C. Preparation:<br />
1. Surface to receive system shall be free of defects such as honeycombs, form marks, tie holes, concrete<br />
droppings, laitance, dirt, grease form release treatments, efflorescence, curing compounds, paint and other<br />
foreign materials.<br />
2. Remove all oil, dust, grease, dirt, loose rust, and other foreign material to ensure adequate adhesion, per<br />
manufactures recommendations. Form release agents, hardeners, etc. must be removed by sandblasting,<br />
shot-blasting, mechanical scarification , or suitable chemical means.<br />
3. Fill all cracks, voids, holes in excess of 3/8 inch and bugholes.<br />
D. Beginning of application means acceptance of substrate.<br />
G. Tolerances: Finish coat must be pinhole free.<br />
3.03 FIELD QUALITY CONTROL<br />
A. Maintain schedule of application of system in field office for owners/architect's review.<br />
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3.04 CLEANING<br />
A. Refer to Section 01710-Cleaning.<br />
B. Remove splashed, dropped, splattered and spilled materials from other surfaces immediately as recommended<br />
by manufacture.<br />
C. Recoat or replace those surfaces that cannot be cleaned to the satisfaction of the Architect.<br />
END OF SECTION<br />
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SECTION 09900<br />
PAINTING<br />
PART 1 - GENERAL<br />
1.01 SCOPE<br />
A. Provide Painting work as indicated by the Contract Documents.<br />
B. Examine carefully the Specifications as a whole for work, and be familiar with their provisions for painting.<br />
C. Painting subcontractor shall be responsible for installation of latex caulking as specified in Section 07920.<br />
D. Work in this section includes but is not limited to the following items:<br />
1. Building exterior including mechanical and electrical items:<br />
a. Hollow metal doors and frames.<br />
b. Mechanical and electrical items on the exterior of the roof of the building that are exposed to the<br />
weather including ferrous metal pipe.<br />
c. Other exposed ferrous metal surfaces that are not included above.<br />
d. Other non-ferrous metal surfaces that are not included above that are exposed to public view.<br />
e. Exposed wood surfaces, such as blocking, trim, etc.<br />
f. Exterior concrete columns.<br />
2. Building interior including mechanical and electrical items:<br />
a. Hollow metal frames.<br />
b. Steel handrails, metal stairs and ladders.<br />
c. Drywall surfaces not scheduled for other finish.<br />
d. Ceiling grid where noted in the Drawings.<br />
e. Exposed ferrous metal surfaces that are not listed above.<br />
f. Exposed wood surfaces, such as blocking, doors and trim.<br />
g. Exposed finished concrete floors as indicated in the Drawings.<br />
h. Diffusers, registers and grilles shown on drawings to be painted to match the surrounding surface.<br />
E. Work specified elsewhere that relates to this Section includes:<br />
1. Miscellaneous Metals - Section 05500.<br />
2. Steel Stairs - Section 05510.<br />
3. Sheet Metal Flashing and Trim - Section 07620.<br />
4. Sealants and Caulking - Section 07920.<br />
5. Metal Doors and Frames - Section 08100.<br />
6. Gypsum Wallboard - Section 09250.<br />
7. Acoustical Ceilings - Section 09510.<br />
1.02 DELIVERY AND STORAGE<br />
A. Schedule deliveries to avoid delays and to prevent greater accumulations than can be suitably stored at the site.<br />
B. Store and mix materials in the assigned spaces. Protect floor if it is a finished surface.<br />
C. Gasoline and kerosene shall be stored outside the building in suitable containers marked as to their contents.<br />
D. Oily rags and debris shall be removed from the building at the end of each work period.<br />
E. Assigned storage shall be kept neat and clean. Keep paints covered.<br />
F. Deliver materials in their original unopened containers showing the name of the manufacturer, the grade, and<br />
brand, which shall be subject to the Architect's inspection.<br />
1.03 SUBMITTALS<br />
A. Refer to Section 01340 - Submittals.<br />
B. Submit (2) 6"x6" samples of each paint color including texture to architect two weeks before ordering<br />
materials.<br />
B. Provide product data or MSDS indicating VOC emissions in grams/liter (g/L) for the following products:<br />
1. Interior paints & coatings to comply with standards identified in Section 01352 IAQ Management.<br />
PART 2 - PRODUCTS<br />
2.01 MATERIALS<br />
A. Paint materials and wood stain materials shall be best grade and appropriate type as manufactured by<br />
Benjamin-Moore Company, Sherwin-Williams, Pratt and Lambert, Pittsburg Paints, Glidden.<br />
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1. All interior products shall comply with standards identified in Section 01352 IAQ Management.<br />
B. Thinners and solvents shall be as recommended by the manufacturer.<br />
C. Concrete Sealer: To seal bare concrete.<br />
1. At interior concrete floors use P35 Super Spec HP® 100% Solids Epoxy Floor Sealer/Finish by<br />
Benjamin Moore & Co. Provide in Battleship Gray color by mixing with P35-75. NO EXCEPTIONS<br />
2.02 COLORS<br />
A. Colors shall be obtained from the Architect to establish the intent of the decoration.<br />
B. Match the colors scheduled and make intermixes as required with tinting colors of the same manufacturer of<br />
the paint.<br />
C. Apply a color sample of the finish coat of each color, to a large area of the surface to receive each color for<br />
Architect's approval of the finish color. Do not apply this finish coat to other surfaces until Architect has<br />
approved all of the finish coat colors.<br />
PART 3 - EXECUTION<br />
3.01 PRECAUTIONS<br />
A. Do not apply paint under conditions that could affect drying or final finish.<br />
B. Do not apply paint when temperature is below 50º F. or when excessive humidity is present.<br />
C. Do not apply paint on surfaces that will be exposed to direct rays of sun before drying sufficiently to prevent<br />
damage.<br />
D. Protect or remove hardware, escutcheons, fixtures, plates, covers, and other items subject to damage or<br />
discoloration from painting. Remove doors for painting tops and bottoms. Replace items removed for<br />
painting.<br />
E. Maintain proper ventilation in areas while painting is being done.<br />
F. Protect finished surfaces, and repaint work that has been damaged during the execution of this work.<br />
G. Do not paint or varnish, or enamel until preceding coats are thoroughly dry and hard.<br />
H. Sandpaper and dust varnishes and enamels with fine sandpaper before applying succeeding coats.<br />
I. Do not paint interiors until building and surfaces to be painted have been properly dried and cured.<br />
3.02 PREPARATION<br />
A. Examine finished surfaces to receive painting before beginning work.<br />
B. Correct defects that could affect quality of finished work.<br />
C. Starting painting work shall be construed as evidence of acceptance of conditions under which work will be<br />
done.<br />
D. Clean surfaces to be painted, and spaces in which painting will be done, to broom-clean and dust-free.<br />
E. Remove soil, prints, stains, and adhered materials, that would effect finish painting.<br />
F. Retouch shop coats and prime coats as necessary.<br />
G. Fill voids between different materials by back putting with caulking compound.<br />
3.03 MIXING<br />
A. Do mixing in accordance with the manufacturer's recommendations.<br />
B. Apply paint of consistency recommended by manufacturer. Additional thinning is permitted with specific<br />
approval.<br />
C. Use factory mixed colors, shades and tints. Job mixing permitted with specific approval.<br />
3.04 APPLICATION<br />
A. Painting shall be done by experienced skilled craftsmen trained to do this type of work.<br />
B. Apply paint according to manufacturer's recommendations by brushing, spraying, or rolling. Other methods of<br />
application permitted with specific approval.<br />
C. Paint shall be spread evenly, flowed on smoothly, and brushed without sags, runs, wrinkles, shiners, streaks, or<br />
brush marks.<br />
D. Do not paint surfaces containing excessive moisture.<br />
E. Retouch scrapped, abraded, or omitted places in shop prime coats before applying first coat.<br />
F. Sand surfaces between each application of paint, enamel or varnish.<br />
G. The following exterior coating applications are to be in addition to those specified elsewhere.<br />
1. Ferrous Metal: (including mechanical and electrical items of ferrous metal not factory finish painted)<br />
1st coat Sherwin-Williams Kem Bond HS, B50Z series
Section 09900<br />
Page 3<br />
2nd coat Sherwin-Williams Industrial Enamel HS, B54 series (Note: omit first coat on materials already<br />
primed)<br />
2. Galvanized Steel and Iron: (including mechanical and electrical items of galvanized iron and steel not<br />
factory finish painted).<br />
1st coat Wash surfaces with Neilson's Galvaprep<br />
2nd coat Sherwin-Williams ProCryl Universal Metal Primer, B66-310 series<br />
3rd coat Sherwin-Williams Industrial Enamel HS, B54 series<br />
4th coat Same as third coat<br />
H. The following interior coating applications are to be in addition to those specified elsewhere.<br />
1. Ferrous Metals including metal doors and frames<br />
1st coat Sherwin-Williams Kem Bond HS, B50Z series<br />
2nd coat Sherwin-Williams ProMar 200 Alkyd Semi-Gloss, B34-200 series<br />
3rd coat Same as second coat<br />
2. Drywall - Satin:<br />
Texture: USG Spray texture finish: “orange-peel”<br />
Primer: Apply manufacturer's recommended primer compatible with specified finish coat.<br />
Finish: 2 coats of Glidden premium line in finished described on drawings<br />
3. Wood Semi-Gloss:<br />
Primer: Sherwin-Williams Multi-Purpose Latex Primer/Sealer, B51W8020<br />
Finish: 3 coats of Sherwin-Williams ProMar 200 Alkyd Gloss, B35-200 series<br />
I. Other exposed surfaces and areas not specifically mentioned above and which are not covered in "Related<br />
Work", or items listed in "Do not paint" paragraph, shall be painted with not less than two coats of an<br />
appropriate type of paint as directed by the Architect unless otherwise noted on the Drawings.<br />
J. Provide the following coatings where noted on the Drawings. Apply in strict accordance to manufacturer's<br />
preparation and application instructions.<br />
1. Benjamin Moore P35 Sealer at interior concrete floors not scheduled for other finishes:<br />
a. Finish: 2 coats.<br />
b. Surface Preparation: Remove all oil, grease and fats using Super-Spec HP Oil and Grease Emulsifier<br />
(P83) according to the directions. Concrete surfaces should be etched with Super Spec HP Concrete<br />
Pretreatment & Etch (P85). Allow new concrete to cure at least 30 days.<br />
c. Apply by squeegee and roller or brush at a spread rate of 325 sq. ft. per gallon. The best way to<br />
achieve this on a smooth etched surface is by initially preading the coating with a notched squeegee<br />
and then back rolling with a shed resistant ¼” to 3/8” roller to remove squeegee lines. Do not allow<br />
to puddle or pool on the floor. A second coat should be applied after first coat is dry to fill extraporous<br />
areas and produce a smooth surface.<br />
3.05 CLEANING<br />
A. Refer to Section 01710 - Cleaning.<br />
B. Remove splashed, dropped, splattered and spilled paint from the hardware, fixtures, glass, ceramic tile, and<br />
building parts.<br />
C. Remove excess materials, containers, debris and equipment from the site.<br />
D. Protect concrete from heavy traffic for 5 days after sealant is applied.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
1.01 SCOPE<br />
A. Provide Wall Covering Work as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Gypsum Wallboard - Section 09250<br />
2. Tile - Section 09310<br />
3. Painting - Section 09900<br />
4. Prefinished Panels - Section 09985<br />
5. Corner Guards - Section 10260<br />
1.02 STANDARDS<br />
A. Meet requirements and recommendations of applicable portions of the Standards listed.<br />
1. American Society for Testing and Materials ASTM<br />
2. Painting and Decorating Contractors of America PDCA<br />
3. National Fire Protection Association NPPA<br />
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SECTION 09950<br />
WALL COVERING<br />
1.03 SUBMITTALS<br />
A. NO SUBSTITUTIONS<br />
B. Provide 12"x12" samples to the Architect.<br />
C. Provide Architect with electronic copies of maintenance instructions for each wall covering.<br />
D. Instructions to contain manufacturer's recommended cleaning and application methods, including precautions<br />
in use of cleaning materials which may be detrimental to surfaces if improperly applied.<br />
D. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
E. VOC emissions: Provide product data indicating VOC emissions in grams/liter (g/L).<br />
4. Adhesives and sealants: Comply with California’s South Coast Air Quality Management District<br />
(SCAQMD) #1168 identified in Section 01352.<br />
1.04 DELIVERY AND STORAGE<br />
A. Wallcoverings require a minimum four weeks lead-time.<br />
B. Schedule deliveries to avoid any delay in the work.<br />
C. Store wall covering in clean and dry area where temperatures are maintained at minimum 45 F with normal<br />
humidity. Do not store in upright position.<br />
1.05 ENVIRONMENTAL CONDITIONS<br />
A. Maintain surfaces and materials at minimum 60°F three days before and during application period.<br />
B. Provide adequate and continuous ventilation during work and after installation of wall covering.<br />
C. Wallcoverings must be hung under sufficiently bright light. If existing lighting is not sufficient, installerwiall<br />
supply supplementary lighting.<br />
1.06 GUARANTEE<br />
A. The Contractor shall guarantee that work executed under this Section will be free from defective materials<br />
and/or workmanship for a period of one year from the date of Substantial Completion.<br />
B. The Contractor further agrees that he will, at no expense to the Owner, repair and replace such defective work<br />
and other work damaged thereby, which becomes defective during the guarantee period.<br />
1.07 MANUFACTURER'S REPRESENTATIVES<br />
A. Refer to drawings.<br />
PART 2 - PRODUCTS<br />
2.01 MATERIALS<br />
A. Provide wallcovering types as shown in the finish schedule at locations described in the Drawings:
Section 09950<br />
Page 2<br />
B. Apply using approved Adhesives or Construction Mastic as recommended by manufacturer's of the specific<br />
products.<br />
1. Adhesives and sealants: Provide low VOC products in compliance with California’s South Coast Air<br />
Quality Management District (SCAQMD) #1168 identified in Section 01352.<br />
PART 3 - EXECUTION<br />
3.01 PREPARATION<br />
A. Inspect the substrates before starting work and notify the Contractor in writing with copies to the Architect of<br />
apparent conditions that will result in an inferior installation. Do not proceed with work until defects are<br />
entirely corrected.<br />
B. Installation of materials constitutes the acceptance of the substrates and defects in the finished installation shall<br />
be corrected at the expense of the Contractor.<br />
C. Do not proceed with soundfold work until acoustical insulation is in place.<br />
3.02 INSTALLATION OF VINYL WALLCOVERINGS<br />
A. Fill nicks, gauges and other minor imperfections of gypsum wallboard surfaces with latex filler, and smooth<br />
flush with surface. Follow with primer coat of flat alkyd or oil base sealer recommended by wall covering<br />
manufacturer. Color of sealer shall match color of wall covering.<br />
B. Be certain pattern and color are as ordered.<br />
C. Rolls are numbered. Hang in sequence starting with lowest number.<br />
D. Adhesive and wall covering should be at room temperature (not less than 65º) at least 24 hours prior to and<br />
during hanging. Temperature should be maintained until thoroughly dried.<br />
E. Thoroughly kneed recommended paste. One gallon covers approximately 10-12 linear yards 54" of Type II of<br />
III material and 20-25 yards of Type I. See detailed instructions on paste container.<br />
F. Before cutting, examine pattern of color, correctness and uniformity.<br />
G. Cut three strips to desired length and apply paste using roller or brush. Allow paste to soak into fabric backing<br />
by folding strip and setting aside five to ten minutes before hanging.<br />
H. Hang strips by reversing alternate strips (except on match patterns). The following methods seaming are<br />
acceptable.<br />
1. Pre trim and butt.<br />
2. Overlap and double cut.<br />
3. Overlap and cut using a seam cutter.<br />
I. After installing three cuts, inspect for shading. If satisfactory, proceed with work. If not, and you are unable to<br />
determine reason for shading, stop work and contact supplier. Each set of three cuts should be judged<br />
acceptable before proceeding with the next.<br />
J. Headers - Full widths of material should be applied for the most satisfactory installation. Headers can cause<br />
shading problems.<br />
K. Corners - Wrap wall covering 4" to 6" beyond inside or outside corners.<br />
L. Use a flexible broad knife or still bristled brush to eliminate air pockets and secure wall covering to substrate.<br />
M. Fill in over doors and windows with panels cut in consecutive order from the roll from which the original full<br />
adjacent strips were cut.<br />
N. Apply fabric secure, smooth, clean, and without wrinkles, gaps or overlaps. Eliminate air pockets and ensure<br />
full bond to wall surface.<br />
O. Horizontal seams are not acceptable.<br />
P. Remove excess adhesive from each seam before proceeding with any further work. Wipe seam clean with dry<br />
cloth towel. Wash seam (after wiping) with clear water until all adhesive is removed before proceeding to next<br />
seam.<br />
Q. Install wall covering before installation of casings, trim, bases, cabinets, hardware, etc.<br />
3.03 INSTALLATION OF WALL CARPET<br />
A. Surface Preparation<br />
1. Remove all previous wallcovering<br />
2. Surface protrusions and low spots should be sanded and filled so that the surface is clean, smooth and dry.<br />
3. Wall previously painted with a high gloss enamel paint should be sanded so that the glossy finish is<br />
removed.<br />
4. Surface should be thoroughly sealed.<br />
5. Use a quality wallcovering primer-sealer per architect's specification.<br />
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6. Ribs run vertically (parallel to selvage) in auditoriums and vestibules. Joints run horizontally at corridors,<br />
lobbies and mezzanine stair. Joints run parallel to floor on ramps, following the slope and mitering at<br />
angles at top and bottom. Carpet edges are to be covered with tile or corner guards.<br />
B. Installation Procedure<br />
1. Trim edges so as to balance seam between ribs (a very sharp edge must be maintained)<br />
2. Position the striped selvage on left-hand side when cutting and installing.<br />
3. Trim fabric on flat table prior to installing on the wall.<br />
4. Apply heavy-duty pre-mixed vinyl adhesive to fabric with a notched trowel.<br />
5. Install fabric from top to bottom, between two plumb lines for absolute vertical alignment.<br />
6. Fabric should then be firmly pressed to wall using 1/4" nap roller to insure maximum contact between<br />
adhesive and wall.<br />
C. Adhesives<br />
1. Adhesives to be used should be of the heavy duty vinyl type, with low water content, which dry clear or<br />
translucent. If clay base is used cleanliness and workmanship must be maintained.<br />
3.04 COORDINATION OF DRAPERY<br />
A. Preparation:<br />
1. Install blocking at bottom of fabric and around openings as required by Drawings.<br />
2. Install all acoustical insulation prior to initiating sound fold work.<br />
B. Installation of soundfold drapery will be by Cinemark USA.<br />
C. Wood trim shall be furnished and installed by the contractor.<br />
3.05 CLEAN-UP<br />
A. Clean wall coverings of adhesives, dust, dirt, and other contaminants.<br />
B. Remove excess materials and debris from the premises.<br />
C. Replace wall plates and accessories.<br />
3.06 EXTRA STOCK<br />
A. Provide in accordance with Section 01750 - Spare Parts and Maintenance Materials.<br />
B. Provide ten percent (10%) additional wall covering material, of each type, identical to that installed for<br />
maintenance and replacement uses.<br />
END OF SECTION<br />
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SECTION 09960<br />
HIGH PERFORMANCE COATINGS<br />
PART 1 - GENERAL<br />
1.01 SECTION INCLUDES<br />
A. Extent of painting work is shown on drawings and schedules and as herein<br />
specified.<br />
B. The work includes painting and finishing of exterior exposed<br />
items and surfaces throughout project except as otherwise indicated.<br />
1. Surface preparation, priming and coats of paint specified are in<br />
addition to any shop priming and surface treatment specified under<br />
other sections of work.<br />
C. The work includes field painting of exposed bare and covered pipes and<br />
ducts (including color coding), and of hangers, exposed structure and roof<br />
deck, exposed steel and iron work and primed metal surfaces of equipment<br />
installed under mechanical and electrical work, including radiation covers,<br />
except as otherwise indicated.<br />
D. The work includes preparation of surfaces for refinishing, and refinishing<br />
with coatings designated. (Bennington)<br />
E. “Paint” as used herein means all coating systems materials, including<br />
primers, emulsions, enamels, stains, sealers and fillers and other applied<br />
materials whether used as prime, intermediate or finish coats.<br />
F. Paint exposed surfaces whether or not colors are designated in “schedules” except where natural finish of<br />
material is specifically noted as a surface not to be painted. Where items or surfaces are not specifically<br />
mentioned, paint same as adjacent similar materials or areas. If color or finish is not designated, Architect<br />
will select these from standard colors available for materials systems specified.<br />
*Following categories of work are not included as part of field applied finish<br />
work, or are included in other sections of these specifications:<br />
1. Shop Priming: Unless otherwise specified, shop priming of ferrous metal items is included under<br />
various sections for structural steel, miscellaneous metal, hollow metal work and similar items. Also,<br />
for fabricated components such as architectural woodwork, wood casework and shop fabricated or<br />
factory built mechanical and electrical equipment or accessories.<br />
2. Pre-Finished Items: Unless otherwise indicated, do not include painting when factory finishing or<br />
installer finishing is specified for such items as (but not limited to) prefinished doors, finished<br />
mechanical and electrical equipment including light fixtures and air diffusers, switchgear and<br />
distribution cabinets.<br />
3. Concealed Surfaces: Unless otherwise indicated, painting is not required on surfaces such as walls or<br />
ceilings in concealed areas and generally inaccessible areas, foundation spaces, furred areas, utility<br />
tunnels, pipe spaces, and duct shafts.<br />
4. Finished Metal Surfaces: Metal surfaces of anodized aluminum, stainless steel, chromium plate,<br />
copper, bronze and similar finished materials will not require finish painting unless otherwise<br />
indicated.<br />
5. Operating Parts and Labels: Moving parts of operating units, mechanical and electrical parts, such as<br />
valve and damper operations, linkages, sinkages, sensing devices, motor and fan shafts will not<br />
require finish painting unless otherwise indicated.<br />
a. Do not paint over any code required labels such as Underwriters’<br />
Laboratories and Factory Mutual, or any equipment identification,<br />
performance rating, name or nomenclature plates.<br />
1.02 SUBMITTALS<br />
A. Product Data - Submit manufacturer’s technical information, including paint label analysis and<br />
application instructions, for each material proposed to use<br />
B. Samples - Submit full range of standard color samples for Architect’s review.<br />
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C. Mockup - Provide minimum 4’ X 4’ sample of each color selected for final review applied to base<br />
material simulating field conditions.<br />
1.03 DELIVERY AND STORAGE<br />
A. Deliver materials to job site in original, new and unopened packages and containers bearing<br />
manufacturer’s name and label.<br />
1.04 JOB CONDITIONS<br />
A. Apply water base paints only when temperature of surfaces to be painted and<br />
surrounding air temperatures are between 50°F (10°C) and 90°F (32°C), unless<br />
otherwise permitted by paint manufacturer’s printed instructions.<br />
B. Apply solvent thinned paints only when temperature of surfaces to be painted and<br />
surrounding air temperatures are between 45°F (7°C) and 95°F (34°C), unless<br />
otherwise permitted by paint manufacturer’s printed instructions.<br />
C. Do not apply paint in snow, rain, fog or mist, or when relative humidity exceeds<br />
85%, or to damp or wet surfaces unless otherwise permitted by paint manufacturer’s<br />
printed instructions.<br />
1. Painting may be continued during inclement weather if area and surfaces to<br />
be painted are enclosed and heated within temperature limits specified by<br />
paint manufacturer during application and drying periods.<br />
D. Apply paint only with minimum 50 FC light provided at all surfaces.<br />
E. Provide barriers to occupied portions of the facility during painting and curing<br />
operations.<br />
F. At all interior applications, provide ventilation of at least 6 air changes per hour<br />
during painting and curing operations.<br />
PART 2 - PRODUCT<br />
2.01 COLORS AND FINISHES<br />
A. Surface treatments and finishes are indicated in the Finish Schedule of the contract<br />
documents.<br />
B. Prior to beginning work, Architect will make selection from manufacturer’s complete range of colors for<br />
surfaces to be painted.<br />
C. Color Pigments: Pure, non-fading, application types to suit substrates and service indicated.<br />
1. Lead content in pigment, if any, is limited to contain not more than 0.6%<br />
lead as lead metal based on the total non-volatile(dry film) or paint by<br />
weight.<br />
D. Paint Coordination: Provide finish coats which are compatible with prime paint used. Review other<br />
sections of these specifications in which prime paint are to be provided to ensure compatibility of total coatings<br />
system for various substrates. Upon request from other trades, furnish information in characteristics of finish<br />
materials proposed for use, to ensure compatible prime coats are used.<br />
Provide barrier coats over incompatible primers or remove and reprime as required. Notify Architect in<br />
writing of any anticipated problems using specified coating systems with substrates primed by others.<br />
2.02 MATERIAL QUALITY<br />
A. Provide best quality grade of various types of coatings as regularly manufactured<br />
by approved paint materials manufacturer.<br />
1. Proprietary names used to designate colors or materials are for the intended purpose of<br />
establishing a minimum standard of quality.<br />
2. Provide undercoat paint produced by same manufacturer as finish coats.<br />
Use only thinners approved by paint manufacturer, and use only within<br />
recommended limits.<br />
B. Acceptable Manufacturers:<br />
1. Tnemec Company, Inc., Kansas City, MO, (866-317-3206)<br />
2. Architect-approved equivalent.
Section 09960<br />
Page 3<br />
PART 3 - EXECUTION<br />
3.01 INSPECTION<br />
A. Applicator must examine areas and conditions under which painting work is to be applied, and notify<br />
Contractor in writing of any conditions detrimental to<br />
proper and timely completion of work. Do not proceed with work until unsatisfactory conditions have<br />
been corrected in a manner acceptable to Applicator.<br />
B. Starting of painting work will be construed as Applicator’s acceptance of surfaces and other conditions<br />
within any particular area.<br />
C. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces or conditions<br />
otherwise detrimental to formation of a durable paint film.<br />
3.02 SURFACE PREPARATION<br />
A. General: Perform preparation and cleaning procedures in accordance with paint manufacturer’s<br />
instructions and as herein specified for each particular substrate condition.<br />
1. Remove hardware, hardware accessories, machined surfaces, plates,<br />
lighting fixtures and similar items in place and not to be finish painted, or<br />
provide surface applied protection prior to surface preparation and painting<br />
operations. Remove, if necessary, for complete painting of items and<br />
adjacent surfaces. Following completion of painting of each space or area,<br />
reinstall removed items.<br />
2. Clean surfaces to be painted before applying paint or surface treatments.<br />
Remove oil and grease prior to mechanical cleaning. Program cleaning and<br />
painting so that contaminants from cleaning process will not fall onto wet,<br />
newly painted surfaces.<br />
3. Wash all existing surfaces with solution of trisodium phosphate or equal<br />
cleaner, followed by a wash with clear water.<br />
B. Cementitious Materials<br />
1. Prepare cementitious surfaces of concrete and concrete block to be painted by removing<br />
efflorescence, chalk, dust, dirt, grease, oils and by roughening as required to remove glaze.<br />
2. Determine alkalinity and moisture content of surfaces to be painted by<br />
performing appropriate tests. If surfaces are found to be sufficiently<br />
alkaline to cause blistering and burning of finish paint, correct this condition<br />
before application of paint. Do not paint over surfaces where moisture<br />
content exceeds that permitted in manufacturer’s printed directions.<br />
3. Clean concrete floor surfaces scheduled to be painted with a commercial<br />
solution of muriatic acid or other etching cleaner. Flush floor with clean<br />
water to neutralize acid, and allow to dry before painting. Follow<br />
manufacturer’s preparation instructions for surfaces if different from above.<br />
C. Wood: Clean wood surfaces to be painted of dirt, oil or other foreign substances with scrapers, mineral<br />
spirits and sandpaper as required. Sandpaper smooth those finished surfaces exposed to view and dust off.<br />
Scrape and clean small, dry seasoned knots, and apply a thin coat of white shellac or other recommended knot<br />
sealer before application of priming coat. After priming, fill holes and imperfections in finished surfaces<br />
with putty or plastic wood filler. Sandpaper smooth when dried.<br />
1. Prime, stain or seal wood required to be job painted immediately upon<br />
delivery to job. Prime, stain or seal edges, ends, faces, undersides and<br />
backsides of such wood, including cabinets, counters, cases and paneling.<br />
2. When transparent finish is required, use finish similar to finish coat for<br />
backpriming.<br />
3. Backprime paneling on interior partitions only where masonry, plaster or<br />
other wet wall construction occurs on backside.<br />
4. Seal tops, bottoms and cut-outs of unprimed wood doors with a heavy coat<br />
of varnish or equivalent sealed immediately upon delivery to job.<br />
5. Existing wood to be refinished shall be fully stripped of existing finishes. (Bennington)<br />
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Section 09960<br />
Page 4<br />
D. Ferrous Metals - Clean ferrous surfaces which are not galvanized or shop coated of oil, grease, dirt,<br />
loose mill scale and other foreign substances by solvent or mechanical clean.<br />
1. Touch-up shop applied prime coats wherever damaged or bare, where required by other sections<br />
of these specifications. Clean and touch-up with same type shop primer.<br />
E. Galvanized Surfaces: Clean surfaces per ASTM D 6386-99 (2005) as a minimum. Follow manufacturer’s written<br />
recommendations. Remove all passivators.<br />
3.03 MATERIAL PREPARATION<br />
A. Mix and prepare painting materials in accordance with manufacturer’s directions.<br />
B. Store materials not in actual use in tightly covered containers. Maintain containers<br />
used in storage, mixing and application of paint in a clean condition, free of foreign<br />
materials and residue. Maintain limited storage quantities as acceptable to the Fire<br />
Department.<br />
C. Stir materials before application to produce a mixture of uniform density, and stir as<br />
required during application. Do not stir surface film into material. Remove film,<br />
and if necessary, strain material before using.<br />
3.04 APPLICATION<br />
A. General: Apply paint in accordance with manufacturer’s directions. Use applicators and techniques best<br />
suited for substrate and type of material being applied.<br />
1. Apply additional coats when undercoats, stains or other conditions show<br />
through final coat of paint, until paint film is of uniform finish, color and<br />
appearance. Give special attention to ensure that surfaces, including edges,<br />
corners, crevices, weld and exposed fasteners receive a dry film thickness<br />
equivalent to that of flat surfaces.<br />
2. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Paint<br />
surfaces behind permanently fixed equipment or furniture with prime coat only before final<br />
installation of equipment.<br />
3. Finish exterior doors on tops, bottoms and side edges same as exterior faces unless otherwise<br />
indicated.<br />
4. Sand lightly between each succeeding enamel coat.<br />
6. Omit first coat (primer) on metal surfaces which have been shop primed and<br />
touch-up painted unless otherwise indicated.<br />
B. Scheduling Painting: Apply first coat material to surfaces that have been cleaned, pretreated or otherwise<br />
prepared for painting as soon as practicable after preparation and before subsequent surface deterioration.<br />
1. Allow sufficient time between successive coatings to permit proper drying.<br />
Do not recoat until paint has dried to where it feels firm, does not deform or<br />
feel sticky under moderate thumb pressure, and application of another coat<br />
of paint does not cause lifting or loss of adhesion of the undercoat.<br />
C. Minimum Coating Thickness: Apply materials at not less than manufacturer’s recommended spreading<br />
rate to establish a total dry film thickness as recommended by coating manufacturer.<br />
D. Structural Steel : Wash all surfaces with degreasing solution to remove oil and clean per SSPC-SP3.<br />
E. Mechanical and Electrical Work: Painting of mechanical and electrical work is limited to those items<br />
exposed in occupied spaces.<br />
F. Prime Coats: Apply prime coat of material which is required to be painted or finished, and which has<br />
not been prime coated by others.<br />
1. Recoat primed and sealed surfaces where there is evidence of suction spots or unsealed areas in first<br />
coat, to assure a finish coat with no burn-through or other defects due to insufficient sealing.<br />
G. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform<br />
finish, color, appearance and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness or<br />
other surface imperfections will not be acceptable.<br />
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H. Transparent (Clear) Finishes: Use multiple coats to produce glass smooth surface film of even luster.<br />
Provide a finish free of laps, cloudiness, color irregularity, runs, brush marks, orange peel, nail holes or other<br />
surface imperfections.<br />
I. Refinishing Wood Surfaces: Sand all existing clear finish wood surfaces. Fill all holes with stainable<br />
wood putty. Stain all blemishes to match existing color. Apply two (2) coats satin urethane finish.<br />
J. Refinishing Plaster and GWB Surfaces: Clean all surfaces per ASTM D 4258. Fill all holes and<br />
blemishes; sand, prime and paint per new finishes.<br />
3.05 CLEAN-UP AND PROTECTION<br />
A. Clean-Up: During progress of work, remove from site discarded paint materials, rubbish, cans and rags<br />
at end of each work day.<br />
1. Upon completion of painting work, clean window glass and other paint<br />
spattered surfaces. Remove spattered paint by proper methods of washing<br />
and scraping, using care not to scratch or otherwise damage finished<br />
surfaces.<br />
B. Protection: Protect work of other trades, whether to be painted or not, against damage by painting and<br />
finishing work. Correct any damage by cleaning, repairing or replacing, and repainting as acceptable to<br />
Architect.<br />
1. Provide “Wet Paint” signs as required to protect newly painted finishes.<br />
Remove temporary protective wrappings provided by others for protection<br />
of their work after completion of painting operations.<br />
2. At the completion of work of other trades, touch-up and restore all damaged<br />
or defaced painted surfaces.<br />
3.06 FINISH PAINTING SCHEDULE<br />
A. The following finish systems refer to products of Tnemec Company, Inc., unless indicated otherwise.<br />
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1. EXTERIOR MASONRY, PREVIOUSLY UNCOATED-Block, Brick, Precast, Cast in Place,<br />
Concrete (Water repellency, graffiti protection)<br />
Coat 1: Tnemec/Chemprobe Series V626 Dur A Pell GS at 75 to 150 sq ft. per gal.<br />
Coat 2: Same as Coat 1<br />
2. New EXTERIOR MASONRY PRECAST AND CONCRETE-Block, Brick, Cast in Place<br />
Concrete<br />
Coat 1: Tnemec Series 156 Enviro-Crete at 8-10 mils DFT (Dry Film Thickness)<br />
Coat 2: Same as Coat 1<br />
3. EXTERIOR PLASTER,GLAZED BRICK,AND PREVIOUSLY PAINTED<br />
MASONRY<br />
Coat 1: Tnemec Series 151 Elasto-grip 3.04 - 4.0 mils DFT<br />
Coat 2: Tnemec Series 180 W. B. Tneme Crete at 5.0 to 7.0 mils DFT<br />
4. Existing Exterior Ferrous Metal<br />
Coat 1: Tnemec135 Chembuild at 3.0 to 5.0 mils DFT<br />
Coat 2: Tnemec 1028 Enduratone at 2.0 to 3.0 mils DFT<br />
5. New EXTERIOR FERROUS METAL<br />
(Surface Preparation: SSPC-SP#6) Coordinate w/sections 05120, 05500<br />
Coat 1: Tnemec Series 90-97 Tneme-Zinc (shop applied) at 3.0 mils DFT<br />
Coat 2: Tnemec Series N69/V69 Epoxoline at 3.0 mils DFT<br />
Coat 3: Tnemec Series 1080 Endura-Shield at 2.0 to 3.0 mils DFT<br />
6. EXTERIOR NON-FERROUS METAL<br />
(Surface Preparation: SSPC-SP#1) Followed by SSPC-SP3 or SP7
Section 09960<br />
Page 6<br />
Coat 1:<br />
Coat 2:<br />
Tnemec Series N69/V69 Epoxoline at 2.0-3.0 mils DFT<br />
Tnemec Series 1075 Endura-Shield at 2.0-3.0 mils DFT<br />
7. EXTERIOR GALVANIZED METAL<br />
(Surface Preparation: SSPC-SP7 Brush-off Blast)<br />
Coat 1: Tnemec Series N69/V69 Epoxoline at 2.5 – 3.0 mils DFT<br />
Coat 2: Tnemec Series 1075 Endura-Shield at 2.5 – 3.0 mils DF<br />
8. EXTERIOR ALUMINUM<br />
(Surface Preparation: SSPC-SP1 and sanding with Scotch Bright pads)<br />
Coat 1: Tnemec Series N69/V69 Epoxoline at 2.5 – 3.0 mils DFT<br />
Coat 2: Tnemec Series 1929 Enduratone at 2.5 – 3.0 mils DF<br />
9. INTERIOR CONCRETE AND CMU Walls (not receiving Series 158)<br />
(Surface Prep. Per ASTM D 4258 & 4259; Series 130 only used for CMU)<br />
Coat 1: Tnemec Series 130 Envirofill at 100 sq. ft. per gallon<br />
Coat 2: Tnemec Series 113/114 Tufcoat at 3.0 to 5.0 mils DFT<br />
Coat 3: Tnemec Series 113/114 Tufcoat at 3.0 to 5.0 mils DFT<br />
10. New INTERIOR CONCRETE FLOORS (Moderate Traffic, Clear Finish)<br />
(Surface Preparation: ASTM D 4260 & SSPC-SP13.)<br />
Coat 1: Tnemec Series 203 Epoxoprime LV at 3.0 to 5.0 mils DFT<br />
Coat 2: Tnemec Series 296 Enviro-Tread UR at 2.0 to 3.0 mils DFT<br />
11. INTERIOR Ferrous and non Ferrous METAL-Previously Painted<br />
(Surface Preparation: SSPC-SP2 orSP3)<br />
Coat 1: Tnemec Series 135 Chembuild at 3.0 to 5.0 mils DFT<br />
Coat 2: Tnemec Series 1028 Enduratone at 2.0 to 3.0 mils DFT<br />
Coat 3: Same as Coat 2 if required for proper hiding<br />
12. ANTI-MICROBIAL COATING SYSTEM (ceiling & upper walls)<br />
(Surface Preparation per primer product data sheet)<br />
Coat 1 for Wood and Concrete: Tnemec Series 151 Elasto-Grip at 200 to<br />
350 sq. ft./gal.<br />
Coat 1 for Metal: Tnemec Series 135 at 3.0 to 5.0 mils DFT<br />
Coat 2: Tnemec Series 158 Bio-Lastic at 6-7 mils DFT.<br />
Coat 3: Tnemec Series 158 Bio-Lastic at 6-7 mils DFT.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
1.01 SCOPE<br />
A. Provide Prefinished Panels work as indicated by the Contract Documents.<br />
SECTION 09985<br />
PREFINISHED PANELS<br />
1.02 DELIVERY AND STORAGE<br />
A. Deliver materials to the site in manufacturer's original, unopened labeled containers. Each container shall<br />
be identified with material name, date of manufacturer and color.<br />
B. Store materials off the floor assure proper protection from water and cover if necessary.<br />
C. Protect items from damage at times.<br />
D. Refer to Section 01340 - Submittals.<br />
E. Provide standard manufacturer’s samples and product literature to Architect.<br />
PART 2 - PRODUCTS<br />
2.01 MATERIALS<br />
A. Fiberglass Reinforced Wall Panels:<br />
1. Shall be Class A flame spread rated Low Smoke/Fire-X Glasbord pebbled texture faced, as<br />
manufactured by Kemlite Corp. of Joliet, Illinois (or equal FRP fire-rated panels as manufactured by<br />
Marlite, Filan or others).<br />
2. Wall panels as scheduled on the drawings shall be floor to ceiling height in locations shown on<br />
drawings; 3/32" and/or .09" thick, of colors as scheduled.<br />
3. Provide moldings and fasteners recommended by manufacturer for a complete installation.<br />
2.02 CLEAR SEALANT<br />
A. Shall be acrylic as manufactured by Pecora or equivilant.<br />
2.03. VOC EMISSIONS: Provide low VOC products.<br />
1. Provide low VOC products: Comply with Section 01352 IAQ Management.<br />
PART 3 - EXECUTION<br />
3.01 SURFACE PREPARATION<br />
A. Walls must be thoroughly dry before panels are applied.<br />
B. Walls shall be plumb, without high or low spots.<br />
C. Backs of panels and walls shall be free from dirt, dust, and grease, and shall be cleaned with mineral<br />
spirits, using normal safety precautions.<br />
3.02 INSTALLATION<br />
A. Panel installation shall always begin from the corners of a room or space.<br />
B. Follow manufacturer's recommendations for panel installation.<br />
3.03 CLEAN-UP<br />
A. Clean up work of other trades damaged and/or marred during the installation of fiberglas reinforced<br />
polyester panels. Panel surfaces shall be clean and uniform in appearance. Clean up debris caused by the<br />
work of this Section, keeping the premises clean and neat.<br />
END OF SECTION<br />
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SECTION 10150<br />
TOILET PARTITIONS<br />
PART 1 - GENERAL<br />
1.01 SCOPE<br />
A. Install Toilet Partitions provided by Cinemark USA as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Rough Carpentry - Section 06100<br />
2. Finish Hardware - Section 08710<br />
3. Ceramic Tile - Section 09310<br />
4. Toilet Accessories - Section 10800<br />
1.02 STANDARDS AND QUALITY<br />
A. Source quality control:<br />
1. Humidity 100% @ 100º F - 1000 hrs.<br />
2. Water Soak @ 105º F - 1000 hrs.<br />
3. Wear resistance: NEMA LP-2.01, 800 cycles.<br />
4. Scratch resistance: Gardner method, 400-600 GM.<br />
1.03 SUBMITTALS<br />
A. Meet requirements of Section 01340 - Submittals.<br />
B. Show methods of anchoring, details of construction, gauge of metal, and hardware.<br />
C. Furnish color samples for color selection by the Architect as shown on plans.<br />
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING<br />
A. Deliver material in manufacturer’s original unopened and undamaged packages.<br />
B. Store in original packaging under protective cover and protect from damage. Stack containers in<br />
accordance with manufacturer’s recommendations.<br />
C. Handle materials in such a manner as to prevent damage to products or finishes.<br />
1.05 COORDINATION<br />
A. Coordinate size and location of partition mounted accessories cut-outs with toilet accessory work.<br />
1.06 GUARANTEE<br />
A. Upon completion and acceptance of the project, furnish to the Owner through the Architect a<br />
written guarantee.<br />
B. Guarantee items and work included in this Section for a period of one (1) year from the date of<br />
acceptance against defects in materials and workmanship.<br />
C. Defects resulting from faulty materials and/or workmanship during the guarantee period shall be<br />
repaired or replaced by the Contractor at his expense.<br />
PART 2 - PRODUCTS<br />
2.01 ACCEPTABLE MANUFACTURERS<br />
A. American Accessories Inc. - NO SUBSTITUTIONS - Furnished by Cinemark USA for<br />
installation by contractor. Contact Amy Babb, American Accessories Inc., 903.465.5005,<br />
National Sales Manager.<br />
B. Mills, Inc. – Bradley Manufacture - NO SUBSTITUTIONS - Furnished by Cinemark USA for<br />
installation by contractor.<br />
2.02 PARTITION TYPES<br />
A. Floor mounted overhead braced: Pennsylvania Series PA-4 by American Accessories or Sentinel<br />
by Bradley.<br />
B. Doors:<br />
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Section 10150<br />
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1. Toilet for handicapped: Out swinging. Door width 34” or 36”.<br />
2. Other toilets: In swinging<br />
3. Set hinges to hold doors open at 15 degrees.<br />
C. Furnish devices appropriate to properly anchor partitions to walls and floor.<br />
D. Urinal Screens – 12”x42” with 5” pilasters.<br />
2.03 CONSTRUCTION<br />
A. Finish: 1/16” thick high pressure plastic laminate phenolic; NO SUBSTITUTIONS for colors<br />
and manufacturers listed on the Drawings:<br />
1. Compartment doors: color (refer to drawings).<br />
2. Partitions: color (refer to drawings).<br />
3. Stiles: color (refer to drawings).<br />
2.04 REINFORCING FOR ACCESSORIES<br />
A. Provide reinforcement in each partition for anchoring toilet paper holder and grab bars specified in<br />
Toilet Accessories Section. Template will be supplied to the Toilet Compartment supplier for<br />
locating the reinforcement by the Toilet Accessories supplier.<br />
PART 3 - EXECUTION<br />
3.01 INSTALLATION<br />
A. Erect enclosures in a rigid and substantial manner, straight, and plumb with horizontal lines level.<br />
Evidence of drilling, cutting and fitting on walls and floor finish shall be concealed by the finish<br />
work.<br />
B. Furnish and install blocking, bracing, or framing members within the walls that may be required in<br />
addition to that installed by other trades to adequately anchor and permanently secure items in such<br />
a manner to withstand loading to which the partitions and screens might be subjected.<br />
C. Clearance at vertical edges of doors shall be uniform from top to bottom and shall not exceed<br />
3/16”. Doors and hardware shall be carefully adjusted and left in perfect working order.<br />
3.02 PROTECTION AND CLEANING<br />
A. Refer to Section 01710 - Cleaning.<br />
B. Upon completion of the installation, clean work thoroughly, including the work of others which<br />
has been soiled by a result of this work, and leave in a condition satisfactory to the Architect.<br />
C. Take proper precautions to protect the work of others as well as this work and be responsible for<br />
damage incurred as a result of work under this section. Damage to paint, drywall, tile, etc. must be<br />
repaired and restored to former finish by this Contractor at his own expense.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 10200<br />
LOUVERS<br />
1.01 SUMMARY<br />
A. Furnish and install all louvers, bird screens, blank-off panels, structural supports and attachment brackets as<br />
shown on the drawings, as specified, and as needed for a complete and proper installation.<br />
B. The louvers to be furnished include the following:<br />
1. Formed metal louvers.<br />
C. Related sections include:<br />
1. Division 7 Section “Joint Sealants” for sealants installed in perimeter joints between louver frames and<br />
adjoining construction.<br />
1.02 REFERENCES<br />
A. Air Movement and Control Association International, Inc.<br />
1. AMCA Standard 500-L-99 Laboratory Methods of Testing Louvers for Rating<br />
2. AMCA Publication 501 Application Manual for Louvers<br />
B. The Aluminum Association Incorporated<br />
1. Aluminum Standards and Data<br />
2. Specifications and Guidelines for Aluminum Structures<br />
C. American Society of Civil Engineers<br />
1. Minimum Design Loads for Buildings and Other Structures<br />
D. American Society for Testing and Materials<br />
1. ASTM B209<br />
2. ASTM B211<br />
3. ASTM B221<br />
4. ASTM E90-90<br />
E. Architectural Aluminum Manufacturers Association<br />
1. AAMA 800 Voluntary Specifications and Test Methods for Sealants<br />
2. AAMA 605.2 Voluntary Specifications for High Performance Organic Coatings on Aluminum Extrusions<br />
and Panels<br />
3. AAMA TIR Metal Curtain Fasteners<br />
4. AAMA 2605-98 Superior Performing Organic Coatings on Aluminum Extrusions and Panels<br />
F. Canadian Standards Association<br />
1. CAN3-S157-M83 Strength Design in Aluminum<br />
2. S136 94 Cold Formed Steel Structural Members<br />
1.03 SUBMITTALS<br />
A. Product Data.<br />
1. Air flow and water entrainment performance test results.<br />
2. Material types and thicknesses.<br />
3. Recycled Content:<br />
a. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content<br />
per unit of product.<br />
b. Indicate material cost of product less labor included in project.<br />
c. If recycled content product is part of an assembly, indicate the percentage of recycled content product<br />
in the assembly by weight.<br />
4. Local/Regional Materials:<br />
a. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance<br />
between extraction, harvesting, and recovery and the project site.<br />
b. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
c. Product Value: Indicate dollar value of product containing local/regional materials; include materials<br />
cost only.<br />
d. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of<br />
each component per unit of product.<br />
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Section 10200<br />
Page 2<br />
B. Shop Drawings.<br />
1. Include elevations, sections and specific details for each louver.<br />
2. Show anchorage details and connections for all component parts.<br />
3. Include signed and sealed structural calculations.<br />
C. Samples.<br />
D. Submit color chips for approval.<br />
E. Warranty: Manufacturer twenty year limited warranty against failure or excessive fading.<br />
1.04 QUALITY ASSURANCE<br />
A. Single subcontract responsibility: Subcontract the work to a single firm that has had not less than six (6) years’<br />
experience in the design and manufacturing of work similar to that shown and required.<br />
B. Performance Requirements: Provide AMCA and BSRIA test data as required to confirm that the louvers have<br />
the specified air and water performance characteristics.<br />
C. Acoustical Performance: Where applicable, submit test reports to confirm that the louvers meet the specified<br />
STC and Noise Reduction requirements.<br />
D. Structural Requirements: Design all materials to withstand wind and snow loads as required by the applicable<br />
building code. Maximum allowable deflection for the louver structural member to be 1/180 or .075 inches,<br />
whichever is less. Maximum allowable deflection for the louver blades to be 1/120 or .50 inches across the<br />
weak axis, whichever is less.<br />
E. Professional Engineer Requirements: Drawings and structural calculations to be signed and sealed by a<br />
professional engineer licensed to practice in the state where the project is located.<br />
F. Warranty: Provide written warranty to the owner that all products will be free of defective materials or<br />
workmanship for a period of one (1) year from date of installation.<br />
1.05 DELIVERY, STORAGE AND HANDLING<br />
A. Delivery: At the time of delivery all materials shall be visually inspected for damage. Any damaged boxes,<br />
crates, louver sections, etc. shall be noted on the receiving ticket and immediately reported to the shipping<br />
company and the material manufacturer.<br />
B. Storage:<br />
1. Material may be stored flat, on end or on its side.<br />
2. Material may be stored either indoors or outdoors.<br />
3. If stored outdoors the material must be raised sufficiently off the ground to prevent it being flooded.<br />
4. If stored outdoors the material must be covered with a weather proof flame resistant sheeting or tarpaulin.<br />
C. Handling:<br />
1. Material shall be handled in accordance with sound material handling practices and in such a way to<br />
minimize racking.<br />
2. Louver sections may be hoisted by attaching straps to the jambs and lifting the section while it is in a<br />
vertical position.<br />
3. Louver sections should only be lifted and carried by the jambs. Heads, sills and blades are not to be used<br />
for lifting or hoisting louver sections.<br />
PART 2 - PRODUCTS<br />
2.01 ACCEPTABLE MANUFACTURERS<br />
A. The louvers and related materials herein specified and indicated on the drawings shall be as manufactured by,<br />
or equal to:<br />
1. Construction Specialties, Inc. of Cranford, New Jersey (800-631-7379).<br />
2. Construction Specialties, LTD. of Mississauga, Ontario (888-895-8955).<br />
3. Nystrom of Brooklyn Park, MN (800.547.2635)<br />
2.02 MATERIALS<br />
A. Aluminum Extrusions: ASTM B211, Alloy 6063-T5, 6063-T6 or 6061-T6.<br />
B. Aluminum Sheet: ASTM B3209, Alloy 1100, 3003 or 5005.<br />
C. Provide material with maximum amount of recycled content available that achieves performance requirements<br />
of this Section,<br />
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D. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves<br />
performance requirements of this Section,<br />
Section 10200<br />
Page 3<br />
2.03 FABRICATION, GENERAL<br />
A. Provide C/S louver models, bird screens, blank-off panels, structural supports and accessories as specified<br />
and/or as shown on the drawings. Materials, sizes, depths, arrangements and material thickness to be as<br />
indicated or as required for optimal performance with respect to strength, durability, and uniform appearance.<br />
B. Louvers to be mechanically assembled using stainless steel or aluminum fasteners.<br />
C. Include supports, anchorage, and accessories required for complete assembly.<br />
2.04 LOUVER MODELS<br />
A. LSA42:<br />
2.05 FINISHES<br />
A. General: Comply with NAAMM “Metal Finishes Manual” for finish designations and application<br />
recommendations, except as otherwise indicated. Apply finishes in factory. Protect finishes on exposed<br />
surfaces prior to shipment. Remove scratches and blemishes from exposed surfaces that will be visible after<br />
completing finishing process. Provide color as indicated or, if not otherwise indicated, as selected by Architect.<br />
B. Powder Coating:<br />
1. All louvers shall be finished with C/S Powder Coat, a coating to be 1.5 to 3 mil. thick full strength 100%<br />
resin Fluoropolymer coating. Finish to allow zero VOCs to be emitted into facility of application. Finish<br />
to adhere to a 4H Hardness rating.<br />
2. All finishing procedures shall be one continuous operation in the plant of the manufacturer. The coating<br />
shall meet or exceed all requirements of AAMA specification 2605-5 “Voluntary Specification for High<br />
Performance Organic Coatings on Architectural Extrusions and Panels.”<br />
3. The louver manufacturer shall supply an industry standard twenty year limited warranty against failure<br />
or excessive fading of the Fluoropolymer Powder Coat finish. This limited warranty shall begin on the<br />
date of material shipment.<br />
2.06 BIRD SCREENS<br />
A. Unless otherwise indicated, all louvers to be furnished with mill finish bird or insect screens.<br />
B. Screens to be 5/8” (15.9mm) mesh, 0.050” (1.27mm) thick expanded and flattened aluminum bird screen<br />
secured within 0.055” (1.40mm) thick extruded aluminum frames. Frames to have mitered corners and corner<br />
locks.<br />
PART 3 - EXECUTION<br />
3.01 EXAMINATION<br />
A. Examine openings to receive the work. Do not proceed until any unsatisfactory conditions have been corrected.<br />
3.02 INSTALLATION<br />
A. Comply with manufacturer’s instructions and recommendations for installation of the work.<br />
B. Verify dimensions of supporting structure at the site by accurate field measurements so that the work will be<br />
accurately designed, fabricated and fitted to the structure.<br />
C. Anchor louvers to the building substructure as indicated on architectural drawings.<br />
D. Erection tolerances:<br />
1. Maximum variation from plane or location shown on the approved shop drawings: 1/8” per 12 feet of<br />
length, but not exceeding ½” in any total building length or portion thereof (non-cumulative).<br />
2. Maximum offset from true alignment between two members abutting end to end, edge-to-edge in line or<br />
separated by less than 3”: 1/16” (shop or field joints). This limiting condition shall prevail under both<br />
load and no load conditions.<br />
E. Cut and trim component parts during erection only with the approval of the manufacturer or fabricator, and in<br />
accordance with his recommendations. Restore finish completely. Remove and replace members where cutting<br />
and trimming has impaired the strength or appearance of the assembly.<br />
F. Do not erect warped, bowed, deformed or otherwise damaged or defaced members. Remove and replace any<br />
members damaged in the erection process as directed.<br />
G. Set units level, plumb and true to line, with uniform joints.<br />
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3.03 PROTECTION<br />
A. Protect installed materials to prevent damage by other trades. Use materials that may be easily removed<br />
without leaving residue or permanent stains.<br />
Section 10200<br />
Page 4<br />
3.04 ADJUSTING AND CLEANING<br />
A. Immediately clean exposed surfaces of the louvers to remove fingerprints and dirt accumulation during the<br />
installation process. Do not let soiling remain until the final cleaning.<br />
B. Before final inspection, clean exposed surfaces with water and a mild soap or detergent not harmful to the<br />
material finishes. Thoroughly rinse surfaces and dry.<br />
C. Restore louvers and accessory components damaged during installation and construction so no evidence<br />
remains of corrective work. If results of restoration are unsuccessful, as determined by the Architect, remove<br />
damaged materials and replace with new materials.<br />
1. Touch up minor abrasions in finishes with a compatible air-dried coating that matches the color and gloss<br />
of the factory applied coating.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 10260<br />
PROTECTIVE WALLCOVERINGS<br />
1.01 SCOPE<br />
A. Provide Corner Guards where shown on the Drawings, as specified herein, and as needed for a complete<br />
and proper installation. Corner guards should be in the scope of the Vinyl Wallcovering subcontractor.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Miscellaneous Metals - Section 05500<br />
2. Wall coverings - Section 09950<br />
1.02 SUBMITTALS<br />
A. Comply with pertinent provisions of Section 01340<br />
B. Submit 2 - 12" long samples of each finish, color and style selected.<br />
C. Recycled Content:<br />
1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content<br />
per unit of product.<br />
2. Indicate material cost of product less labor included in project.<br />
3. If recycled content product is part of an assembly, indicate the percentage of recycled content<br />
product in the assembly by weight.<br />
1.03 QUALITY ASSURANCE<br />
A. Use adequate numbers of skilled workman who are thoroughly trained and experienced in the necessary<br />
crafts and who are completely familiar with the specified requirements and the methods needed for proper<br />
performance of the work of this Section.<br />
PART 2 - PRODUCTS<br />
2.01 CORNER GUARDS<br />
A. Where called for on the Drawings, provide Korgard Wall Protection #G-815 (BLACK). 1 1/2”x 1 1/2"<br />
as corner guards in the arrangements shown on the Drawings, and as manufactured by Koroseal Wall<br />
Protection Systems. Install in 8’-0” & 12’-0” lengths, as shown on drawings. Contact Stacie Schueler<br />
with Koroseal Interior Products Group 214.284.6421 NO SUBSTITUTIONS.<br />
B. Where called on the Drawings, provide Koroseal Wall Protection Systems, Korogard standard 90 degree<br />
angle 16 gauge stainless steel with #4 satin finish, 1 ½” x 1 ½” as corner guards in the arrangements<br />
shown on the Drawings. Install in 8’-0” & 12’-0” lengths, as shown on drawings. Contact Stacie<br />
Schueler with Koroseal Interior Products Group 214.284.6421 NO SUBSTITUTIONS<br />
2.02 PREFINISHED WALL PANELS<br />
A. Where called for on Drawings provide Korgard Wall Protection by In Pro Corp. Vinyl sheets with<br />
transitions, Thickness to be .040” (1mm), color shall be “Black”. Contact Stacie Schueler with Koroseal<br />
Interior Products Group 214.284.6421. NO SUBSTITUTIONS<br />
PART 3 - EXECUTION<br />
3.01 SURFACE CONDITIONS<br />
A. Examine the areas and conditions under which work of this Section will be performed. Correct<br />
conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory<br />
conditions are corrected.<br />
3.02 INSTALLATION<br />
A. Coordinate as required with other trades to assure proper and adequate provision in the work of those<br />
trades for the work of this Section.<br />
B. Install the work of the Section in strict accordance with the approved Shop Drawings and the<br />
recommendations of the manufacturer as approved by the Architect, anchoring components firmly into<br />
position in true alignment within a tolerance of one in 1000 vertically and horizontally.<br />
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C. Attach securely using black pan head sheet metal screws spaced as shown on the drawings for installation<br />
over wallcarpet.<br />
D. Attach securely using silicon adhesive when installing over vinyl, tile and paint.<br />
END OF SECTION
PART 1 - GENERAL<br />
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SECTION 10520<br />
FIRE EXTINGUISHERS & CABINETS<br />
1.01 SCOPE<br />
A. Furnish labor, materials, tools, equipment, and related items required for the complete installation of Fire<br />
Extinguishers and Cabinet work as indicated by the Contract Documents.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Rough Carpentry - Section 06100.<br />
2. Sealants and Caulking - Section 07920.<br />
3. Painting - Section 09900.<br />
1.02 SHOP DRAWINGS<br />
A. Refer to Section -01340 - Submittals.<br />
B. Contractor shall provide copies of plan with fire extinguisher locations marked after coordination of<br />
locations with local authorities.<br />
1.03 DELIVERY AND STORAGE<br />
A. Order items to avoid delays in the work.<br />
B. Store items in their original unopened containers bearing the manufacturer's label.<br />
C. Protect items from damage.<br />
PART 2 - PRODUCTS<br />
2.01 ACCEPTABLE MANUFACTURERS<br />
A. J.L. Industries<br />
B. Larsen's Manufacturing Co.<br />
2.02 MATERIALS<br />
A. Fire Extinguisher : equal to J.L. Industries' Cosmic 5E.<br />
B. CO2 type extinguisher: Provide one equal to J. L. Industries Sentinel 5 at projection room in addition to those<br />
normally required.<br />
C. Semi-Recessed Cabinet: Shall be "Ambassador" steel Series No. 1017 with locking V10 Door, semi-recessed.<br />
US10 bronze anodized finish.<br />
D. Fire Rated Cabinet: Shall be "Ambassador" steel Series No. 1013 with locking V10 Door. Provide when local<br />
codes prevent use of standard recessed model in rated partitions. US10 bronze anodized finish.<br />
E. Shall be used at not public areas; Storage, Mezzanine, Concession, etc. #817 or 1007, Larsen’s Manufacturing<br />
or equal.<br />
PART 3 - EXECUTION<br />
3.01 INSTALLATION<br />
A. General<br />
1. Inspect areas, surfaces, rough-in, to make sure they are ready to receive the items.<br />
2. Verify location of items.<br />
3. Installation of items constitutes acceptance of the areas, surfaces and rough-ins and defects resulting<br />
therefrom shall be corrected at the Contractor's expense.<br />
4. Coordinate work with other trades.<br />
B. Install items and required anchors, grounds, etc. in accordance with the manufacturer's recommendations and<br />
the approved shop drawings.<br />
C. After inspection of the installation is approved by the Architect, remove labels and clean items.<br />
D. Provide one extinguisher for each 75' of travel distance. Coordinate locations with tenant prior to installation.<br />
Position extinguishers to comply with local, state and federal codes, contractor to coordinate.<br />
3.02 CLEAN-UP<br />
A. Refer to Section 01710 - Cleaning.<br />
B. Protect work of other trades and protect items after they are installed.<br />
C. Defective items shall be replaced with matching items at the Contractor's expense.<br />
END OF SECTION
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SECTION 10800<br />
TOILET ACCESSORIES<br />
PART 1 - GENERAL<br />
1.01 SCOPE<br />
A. Install Toilet Accessories work as indicated by the Contract Documents. Verify that mounting<br />
heights meet ADA guidelines.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Rough Carpentry - Section 06100<br />
2. Finish Hardware - Section 08710<br />
3. Toilet Partitions - Section 10150<br />
1.02 DELIVERY AND STORAGE<br />
A. Accessories shall be delivered and stored in their original unopened containers.<br />
B. Accessories shall be furnished complete with appropriate anchor devices.<br />
1.03 SHOP DRAWINGS<br />
A. Refer to Section 01340 - Submittals.<br />
B. Submit brochures and shop drawings of items showing sizes of members, methods of<br />
construction and mounting techniques.<br />
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING<br />
A. Deliver and store items in manufacturer’s original unopened protective packaging.<br />
B. Handle so as to prevent damage to finished surfaces<br />
C. Maintain protective covers on units until installation is complete.<br />
PART 2 - PRODUCTS<br />
2.01 ACCEPTABLE MANUFACTURERS<br />
A. American Accessories Inc., 2605 N. State Hwy 91, Denison, Texas 75020 - NO<br />
SUBSTITUTIONS. Contact: Amy Babb, American Accessories, Inc., 903.465.5005. National<br />
Sales Manager.<br />
B. Bradley Corporation, W142 N9101 Fountain Blvd., Menomonee Falls, WI 53051 - NO<br />
SUBSTITUTIONS. Contact: Bradley Corporation, 1.800.272.3539.<br />
2.02 ACCESSORY ITEMS, PUBLIC TOILETS<br />
A. Mounting Devices: Manufacturer’s standard devices and concealed anchor plates, suitable for<br />
each mounting surface.<br />
B. Feminine Napkin Disposals: Furnished by Cinemark USA for installation by Contractor.<br />
1. Bradley #4781-15 Napkin Disposal: Standard Series – Stainless Steel finish, with hinged<br />
cover and bottom with lock. Surface mounted, provide one at every women’s stall.<br />
C. Grab Bars: Furnished by Cinemark USA for installation by Contractor.<br />
1. Bradley – 812 Series: 1-1/2” O.D. heavy duty stainless steel Grab Bar with mounting<br />
flanges concealed by snap-on escutcheons, architectural satin finish. Grab bars shall be of<br />
length required by ADA.<br />
D. Electric Hand Dryer: Furnished by Cinemark USA for installation by Contractor.<br />
1. Excel – Xlerator Model XL-SB: Recess Mount, Automatic, with Brushed Stainless Steel<br />
Cover (Include optional Xlerator Recess Kit #40502 for ADA applications).<br />
E. Mirror: American Accessories – At all restrooms, quanity shown on drawings. Refer to Glass and<br />
Glazing Section 08810. Furnished and install by Contractor.<br />
F. Roll Paper Towel Dispenser: For use at scullery hand sinks. Furnished by Cinemark USA for<br />
installation by Contractor.<br />
G. Toilet Tissue Dispenser: Furnished by Cinemark USA for installation by Contractor. One<br />
provided for every restroom stall.<br />
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Section 10800<br />
Page 2<br />
H. Soap Dispenser: Furnished by Cinemark USA for installation by Contractor.<br />
I. Waste Receptacle and Towel Despenser: Furnished by Cinemark USA for installation by<br />
Contractor.<br />
1. Bradley – Model 2277: Recessed Towel Dispenser/ Waste Receptacle, Stainless steel finish,<br />
one provide in every restroom.<br />
2. American Accessories, Inc – Texas Series: TX-14RT, Roll Paper Towel & Waste, heavy<br />
stainless steel with #4 satin finish.<br />
J. Seat Cover Dispenser: Furnished by Cinemark USA for installation by Contractor.<br />
1. Bradley – Model 5831: Surface mounted seat cover dispenser, one provided for every<br />
restroom stall.<br />
K. Baby Changing Station: Furnished by Cinemark USA for installation by Contractor.<br />
PART 3 - EXECUTION<br />
3.01 INSTALLATION<br />
A. Locate accessories as indicated on the Drawings and in accordance with mounting heights as<br />
recommended by the manufacturer and ADA Accessibility Guidelines.<br />
B. Install anchoring devices in accordance with the manufacturer’s instructions, after other work is<br />
finished.<br />
C. Securely install accessories in accordance with manufacturer’s instructions, after other work is<br />
finished.<br />
D. After inspection of the installation and approval, remove labels and clean accessories. Adjacent<br />
work of other trades soiled by work under this Section shall also be cleaned.<br />
E. Defective accessories shall be replaced with matching accessories at the expense of the Contractor.<br />
F. Coordinate location of sanitary napkin disposal with the location of plumbing fitting at this wall to<br />
avoid conflict in servicing this unit.<br />
G. Provide supplier of toilet partition with a template for toilet accessories which are to be anchored<br />
to his partitions in order for the toilet partition fabricator to make provisions for reinforcing<br />
partitions.<br />
END OF SECTION<br />
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PART 1<br />
GENERAL<br />
SECTION 11201<br />
RAINWATER HARVESTING<br />
1.1 SUMMARY<br />
A. This Section includes engineering, fabricating, furnishing, and installing:<br />
1. Rainwater Harvesting System[s].<br />
a. Roof collection system.<br />
B. Related Sections:<br />
1. Divisions 31 – 33 (2) – landscaping and irrigation sections.<br />
2. Division 07 (7) – roofing section(s).<br />
3. Division 22 (15) – plumbing.<br />
1.2 DEFINITIONS<br />
A. Rainwater Harvesting System: An assembly that collects, stores, and distributes rain water for use in<br />
situ; including water treatment as appropriate to intended use.<br />
1.3 SUBMITTALS<br />
A. Product Data: Submit product data on all components of the rainwater harvesting system[s]. Unless<br />
otherwise indicated, include the following for each type of product provided under work of this Section:<br />
1. Manufacturer’s brochure indicating equipment model(s).<br />
2. Recycled Content:<br />
a. Indicate recycled content; indicate percentage of pre-consumer and post-consumer<br />
recycled content per unit of product.<br />
b. Indicate relative dollar value of recycled content product to total dollar value of<br />
product included in project.<br />
c. If recycled content product is part of an assembly, indicate the percentage of recycled<br />
content product in the assembly by weight.<br />
d. If recycled content product is part of an assembly, indicate relative dollar value of<br />
recycled content product to total dollar value of assembly.<br />
3. Local/Regional Materials:<br />
a. Sourcing location(s): Indicate location of extraction, harvesting, and recovery;<br />
indicate distance between extraction, harvesting, and recovery and the project site.<br />
b. Manufacturing location(s): Indicate location of manufacturing facility; indicate<br />
distance between manufacturing facility and the project site.<br />
c. Product Value: Indicate dollar value of product containing local/regional materials;<br />
include materials cost only.<br />
d. Product Component(s) Value: Where product components are sourced or<br />
manufactured in separate locations, provide location information for each component.<br />
Indicate the percentage by weight of each component per unit of product.<br />
B. Shop Drawings: For roof collection system, include plans, sections, details, and attachments to other<br />
work, for the following:<br />
1. Pumps.<br />
2. Storage.<br />
3. Connection to roofing system.<br />
4. Connection to irrigation system.<br />
5. Connection to plumbing system.<br />
C. Calculations: For roof collection system, submit the following:<br />
1. Maximum water capacity.<br />
2. Collection data: Include the following:<br />
a. average rainfall rate (inches annually)<br />
b. total collection area (s.f.)<br />
c. potential collection (s.f.= gallons)<br />
d. peak gallons @ 5"/hour<br />
e. peak gallons @ 5 min. duration<br />
f. available gallons<br />
3. Water Demand: Include the following:<br />
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a. Landscaping:<br />
total estimated planted area (acres)<br />
application rate / week (high) gallons<br />
application rate /week (low) gallons<br />
gallons required<br />
b. Fixture Demand:<br />
Fixtures by type, water use per person/day<br />
Gallons potable water required<br />
Gallons non-potable water required<br />
D. Designer/Installer Qualifications.<br />
E. Regulatory Requirements Documentation:<br />
F. Operation and Maintenance Manuals Submittals: Provide the following:<br />
1. Operation and maintenance procedures, including variations of procedures appropriate for<br />
normal climatic conditions anticipated throughout an annual cycle of operations.<br />
2. Water testing laboratory contact information.<br />
3. Water testing requirements, schedule, kits, and equipment.<br />
G. Reports for Field Quality Control: Submit test reports and inspection reports to Owner.<br />
1. System Inspections.<br />
2. Water Quality Tests.<br />
H. Closeout Submittals:<br />
1. Warranty.<br />
1.4 QUALITY ASSURANCE<br />
A. Designer/Installer Qualifications: For work of this Section, engage an experienced rainwater consultant<br />
who has specialized in systems similar to those required for this Project and with a record of successful<br />
in-service performance. Consultant shall:<br />
1. be a member in good standing of The American Rainwater Catchment Systems Association.<br />
2. have a minimum 3 years experience designing and constructing rainwater catchment systems<br />
similar to requirements for this Project.<br />
3. for potable systems, comply with agencies having jurisdiction.<br />
B. Single-Source Responsibility: To the greatest extent possible, obtain the system components from one<br />
source and from a single manufacturer.<br />
C. Pre-Construction Meeting: After award of Contract and prior to the commencement of the Work of this<br />
Section, schedule and conduct meeting to discuss the Work of this Section and to coordinate with<br />
related Work. Convene pre-construction meeting to comply with requirements of Division 01 (1) and as<br />
follows:<br />
1. Notify all attendees at least two weeks prior to the conference.<br />
2. Require attendance of parties directly affecting Work of this Section, including, but not limited<br />
to:<br />
a. Owner,<br />
b. Contractor,<br />
c. Architect,<br />
d. Civil Engineer<br />
e. System Designer/Installer,<br />
f. Landscape Architect and Irrigation Installer,<br />
g. Roofing Membrane Provider/Installer,<br />
h. Owner's insurer, and if applicable; testing and inspecting agency representative.<br />
3. Review methods and procedures related to installation and operation of Work of this Section,<br />
including coordination with related Work.<br />
4. Document proceedings, including corrective measures or actions required, and furnish copy of<br />
record to each participant.<br />
1.5 SEQUENCING AND SCHEDULING<br />
A. Coordinate the Work with installation of associated roofing, waterproofing, flashings, and roof<br />
accessories specified under other sections as the Work of this Section proceeds.<br />
B. Coordinate the Work with installation of associated irrigation and plumbing systems specified under<br />
other sections as the Work of this Section proceeds.<br />
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1.6 WARRANTY<br />
A. Warranty: Warrant the system against defects including equipment failure and leakage, except for<br />
defects resulting from lack of adequate maintenance, neglect, or abuse by Owner, abnormal weather<br />
conditions unusual for warranty period.<br />
1. Warranty Period: One year after date of Substantial Completion,<br />
PART 2<br />
PRODUCTS<br />
2.1 SYSTEM COMPONENTS<br />
A. Catchment Area:<br />
1. Roofing as indicated.<br />
B. Conveyance:<br />
1. Pump(s), sized as appropriate to water demands of facility.<br />
a. Roof collection system: Electric.<br />
b. Site collection system: Electric.<br />
2. Piping. Overflow pipe shall empty into a non-flooding area. Include separate inlet for<br />
intermittent treatment as is deemed necessary on basis of regular inspection/testing.<br />
C. Storage:<br />
1. Tank(s), sized as appropriate to water demands of facility. Above ground design. System<br />
design shall indicate load requirements for tank foundation. Tanks shall be accessible for<br />
routine maintenance.<br />
a. Potable systems: Tank shall be fabricated from FDA-approved materials.<br />
b. Biobased content:<br />
1) Water Tank Coatings: Coatings formulated for use in potable water storage<br />
systems. Provide minimum 59% biobased content.<br />
2. Cisterns. Below ground design; accessible for cleaning and maintenance. Provide screens for<br />
all openings.<br />
3. Ponds. Provide soil liner or synthetic liner.<br />
a. Where on-site soils or clay provide an adequate seal, compaction of these materials<br />
may be sufficient to line the pond.<br />
1) On-site soils may be used if they can be compacted to permeability of
Section 11201<br />
Page 4<br />
PART 3 - EXECUTION<br />
3.1 EXAMINATION<br />
A. Examine substrates, areas, and conditions under which system will be installed, with Designer/Installer<br />
present, for compliance with requirements.<br />
B. Do not proceed with installation until unsatisfactory conditions have been corrected.<br />
3.2 INSTALLATION<br />
A. Install in accordance with manufacturer's written instructions, approved shop drawings, and applicable<br />
regulatory requirements.<br />
3.3 FIELD QUALITY CONTROL<br />
A. General: Comply with requirements of agencies having jurisdiction and as specified herein.<br />
B. System Inspection: System Designer/Installer shall inspect system installation and submit reports to<br />
Architect. Notify Architect 48 hours in advance of the date and time of inspection.<br />
1. Provide site inspection of system two weeks prior to Occupanc].<br />
2. Provide site inspection of system immediately after storm event that may be severe enough to<br />
affect the system; provide inspection services for minimum 12 months after Final Completion.<br />
3. Provide site inspection of system seasonally, and not less than once every three months;<br />
provide inspection services for minimum 12 months after Final Completion.<br />
C. Water Quality tests: Comply with requirements of agencies having jurisdiction and as specified herein.<br />
Comply with ASTM D4840 for chain of custody of water samples. [Provide on-line monitoring<br />
consistent with ASTM D3864.]<br />
1. Provide data on the following immediately after plants are established and monthly thereafter<br />
for minimum 12 months:<br />
a. Biochemical oxygen demand (BOD5).<br />
b.<br />
c.<br />
Total Suspended Solids (TSS).<br />
Fecal coliform.<br />
d. [xxxx].<br />
2. Establish baseline water quality for rainwater harvesting systems for both influent and effluent.<br />
3. Provide comparison of test results with municipal water quality, and maintenance of system.<br />
4. Water testing shall be performed by a laboratory in compliance with agencies having<br />
jurisdiction.<br />
END OF SECTION<br />
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SECTION 11202<br />
WATER REUSE<br />
PART 1 - GENERAL<br />
1.1 SUMMARY<br />
A. This Section includes water reuse systems for:<br />
1. municipal-supplied reclaimed water<br />
2. in situ water reclamation<br />
a. rain water<br />
b. gray water<br />
c. black water<br />
B. Related Sections:<br />
2. 11201 Rainwater Harvesting<br />
1.2 DEFINITIONS<br />
A. Definitions pertaining to sustainable development: As defined in ASTM E2114 and as specified herein.<br />
B. Definitions pertaining to water reuse: As defined in ASTM E2635 and as specified herein.<br />
C. Black water: untreated wastewater from urinals and water closets.<br />
D. Gray water: untreated wastewater from bathtubs, showers, bathroom wash basins, clothes washing<br />
machines, and laundry tubs. It may also include condensation pan water from refrigeration equipment<br />
and air-conditioners, hot tub drain water, pond and fountain drain water, and cistern drain water.<br />
E. Reclaimed water: Water that is used more than one time before it passes back into the natural water<br />
cycle. Reclaimed water is considered nonpotable but may be highly treated and used for approved<br />
purposes other than drinking water.<br />
F. Recycled water: See reclaimed water.<br />
G. Water reuse: cycling water one or more times for beneficial use as reclaimed water.<br />
1.3 SUBMITTALS<br />
A. Product data. Unless otherwise indicated, submit the following for each type of product provided under<br />
work of this Section:<br />
1. Water efficiency:<br />
a. Indicate water reuse rates in gallons per day (gpd) per unit for the following:<br />
1) municipal-supplied reclaimed water<br />
2) in situ water reclamation<br />
b. Water Budget: Submit water budget statement; [include calculations used in<br />
development of water budget]. Indicate how approved water budget increases water<br />
efficiency over baseline; and, indicate how water reuse system(s) complies with<br />
approved water budget.<br />
1) Baseline: Calculate baseline water budget using occupancy rate and [EPAct<br />
1992 standards for water fixtures] [xxxxx].<br />
B. Designer/Installer Qualifications.<br />
1.4 QUALITY ASSURANCE<br />
A. Regulatory Requirements: Conform to [the International Plumbing Code and] applicable codes,<br />
rules, and regulations.<br />
B. Designer/Installer Qualifications: For work of this Section, engage an experienced licensed plumbing<br />
contractor who has specialized in systems similar to those required for this Project and with a record of<br />
successful in-service performance. Contractor shall:<br />
1. have a minimum 3 years experience designing, constructing, and installing water reuse systems<br />
similar to requirements for this Project.<br />
C. Pre-Installation Meetings:<br />
1. Convene a pre-installation meeting minimum one week prior to commencing work of this<br />
Section.<br />
2. Require attendance of parties directly affecting Work of this Section.<br />
a. Coordinate with installation of plumbing fixtures, equipment, and piping.<br />
b. Coordinate with rainwater harvesting system.<br />
c. Coordinate with municipal supplier.<br />
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3. Review conditions of operations, procedures and coordination with related Work.<br />
4. Agenda:<br />
a. Tour, inspect, and discuss conditions of work.<br />
b. Review installation schedule.<br />
c. Review required permits and inspections.<br />
d. Review monitoring and maintenance.<br />
e. Review environmental procedures.<br />
D. Operation and Maintenance Manuals Submittals:<br />
1. Instructions indicating procedures for routine operation and maintenance of the water reuse<br />
system(s) as appropriate to:<br />
a. municipal-supplied reclaimed water<br />
b. in situ water reclamation utilizing:<br />
1) rain water<br />
2) gray water<br />
3) black water<br />
2. Instructions indicating procedures for normal and peak loading conditions, and periods of<br />
shutdown.<br />
a. Peak loading conditions shall include peak hydraulic loading and pollutant loading<br />
conditions.<br />
b. Periods of shutdown shall include: power failures, equipment failure, and normal<br />
maintenance shutdowns.<br />
3. Instructions indicating procedures for emergency response in the event of a failure of the<br />
system.<br />
1.4 MONITORING AND MAINTENANCE<br />
A. Provide regular maintenance for minimum one year from date of Substantial Completion.<br />
1. Monitor system [daily] [weekly] [monthly] [quarterly] [xxxx] to assess performance.<br />
a. Verify components are adjusted and functioning properly.<br />
b. Verify water quality is satisfactory for intended use. If in situ water reuse systems are<br />
used, monitor and test water quality in accordance with ASTM E2635.<br />
c. Verify water reuse rate is consistent with water budget.<br />
2. Make minor adjustments, if any, as necessary.<br />
3. Document system performance including:<br />
a. Rate and amount of water reuse.<br />
b. Quality of reclaimed water. If in situ water reuse systems are used, document quality<br />
of reclaim water before and after treatment.<br />
c. Adjustments, if any, to system.<br />
4. Provide recommendations for improvements to the system.<br />
PART 2 - PRODUCTS<br />
2.1 WATER REUSE SYSTEM<br />
A. General:<br />
1. Provide system design with easy access for effective monitoring program and for effective<br />
maintenance and process control program.<br />
2. Provide dual distribution systems to prevent cross-connections of reclaimed water and potable<br />
water lines and the misuse of reclaimed water.<br />
a. Marking: Clearly mark distribution piping and use lavender (light purple) pipes to<br />
distinguish it from potable water. Provide piping certified and labeled “NSF-rw” in<br />
accordance with NSF Pipe Certification for Reclaimed Water End Use protocols.<br />
[b. Dye gray water blue or green with a food-grade vegetable dye.]<br />
3. Provide backflow prevention devices on reclaimed water lines to preclude the likelihood of<br />
incidental human misuse.<br />
B. Municipal-supplied reclaimed water:<br />
1. Provide system design so that the pressure of reclaimed water 10 psi lower than potable water<br />
mains to prevent backflow and siphonage in case of accidental cross-connection.<br />
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2. Run reclaimed water mains at least 12 inches lower in elevation than potable water mains and<br />
horizontally at least five feet away.<br />
3. Review the quality of reclaimed water to ensure there will be no harmful effects, such as salt<br />
buildup, to piping or equipment from long-term use. Adjust design as necessary.<br />
C. In situ water reclamation: Comply with requirements of ASTM E2635 and as follows:<br />
1. Water reclamation system shall be designed and implemented to provide for reliability and<br />
redundancy. System design shall take into account operations and treatment during normal and<br />
peak loading conditions, and periods of shutdown.<br />
2. Source water: Water captured from one or more of the following:<br />
a. rain water, including snowmelt and stormwater runoff.<br />
b. gray water<br />
c. black water<br />
PART 3 - EXECUTION<br />
3.1 FIELD QUALITY CONTROL<br />
A. Water: Coordinate with work specified in Section 01 57 19.13 (01354) – Environmental Management<br />
to provide water monitoring for surface and groundwater.<br />
B. Field Inspection: Verify installation conforms with approved system design and applicable codes, rules,<br />
and regulations.<br />
1. Confirm the reclaim water is disinfected by an approved method that employs one or more<br />
disinfectants such as chlorine, iodine, or ozone.<br />
2. Confirm the distribution piping and reservoirs are identified as containing nonpotable water.<br />
[3. Confirm the gray water is dyed blue or green with a food-grade vegetable dye.]<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 11400<br />
CONCESSION EQUIPMENT<br />
1.01 SCOPE<br />
A. Provide installation of Concession Equipment as indicated by the Contract Documents.<br />
1. Work of this Section will be supplied and installed by Cinemark USA unless otherwise noted on itemized<br />
list in the Drawings. Provide coordination of mechanical and electrical roughing in and related work.<br />
2. Work of this Section consists of, but is not necessarily limited to, the following:<br />
a. Provision of labor, plant, tools, uncrating and set-in-place of equipment specified, ready for final<br />
connection of services by mechanical and electrical sections.<br />
b. Verification of site dimensions.<br />
c. Supervision of equipment installation, and monitoring of service connections.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Finish Carpentry - Section 06200<br />
2. Gypsum Wallboard - Section 09250<br />
3. Resilient Flooring and Base - Section 09650<br />
4. Mechanical - Division 15<br />
5. Electrical - Division 16<br />
1.02 QUALITY ASSURANCE<br />
A. For fabrication and installation of the Equipment use only personnel who are thoroughly familiar with the<br />
recommended methods and trained in the required skills. Provide a competent supervisor during the site<br />
installation period.<br />
B. Equipment shall comply with applicable Standards, and shall meet the requirements of local inspection by<br />
authorities having jurisdiction.<br />
C. VOC emissions: Provide low VOC products.<br />
1. Adhesives and sealants: Comply with California’s South Coast Air Quality Management District<br />
(SCAQMD) #1168 identified in Section 01352.<br />
2. Aerosol adhesives: Comply with Green Seal GS-36 identified in Section 01352<br />
3. Clear wood finishes: Comply with SCAQMD #1113 identified in Section 01352<br />
4. Engineered Wood Products: Provide products with no added urea formaldehyde.<br />
1.03 SUBMITTALS<br />
A. Submit shop drawings required in accordance with Section 01340.<br />
B. Deliver the manufacturer's instructions, maintenance manuals, and data regarding guarantees to the Cinemark's<br />
Consultant for review and further transmittal to Cinemark.<br />
C. Recycled Content:<br />
5. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />
unit of product.<br />
6. Indicate material cost of product less labor included in project.<br />
7. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />
the assembly by weight.<br />
D. Local/Regional Materials:<br />
1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />
extraction, harvesting, and recovery and the project site.<br />
2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />
manufacturing facility and the project site.<br />
3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />
only.<br />
4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />
locations, provide location information for each component. Indicate the percentage by weight of each<br />
component per unit of product.<br />
E. Provide product data indicating VOC levels in gallons/liter (g/L) or no added urea-formaldehyde as required in<br />
Section 01352.<br />
F. Certification for Sustainable Forestry:<br />
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1. Forest Stewardship Council (FSC): Provide letter of certification signed by lumber supplier. Indicate<br />
compliance with FSC "Principles for Natural Forest Management" and identify certifying organization.<br />
a. Submit FSC certification numbers; identify each certified product on a line-item basis.<br />
G. Submit copies of invoices for all wood materials identifying material costs not including labor. Invoices for<br />
FSC certified products shall identify FSC chain of custody (COC) number.<br />
1.04 SITE DIMENSIONS<br />
A. Dimensions shown on drawings or listed in the specifications are to be considered as a guide. It is the<br />
responsibility of this Section to check dimensions on the job site and to coordinate adjustments that may be<br />
necessary.<br />
B. If such adjustments or changes appear to affect the initial contract intent or conditions, immediately notify the<br />
Cinemark's Consultant.<br />
1.05 DELIVERY OF EQUIPMENT<br />
A. The General Contractor will coordinate the delivery and installation of the Equipment, and the related work of<br />
other Sections.<br />
1.06 COOPERATION<br />
A. Supply to other Sections in sufficient time services, articles or equipment which requires building-in or<br />
overlapping coordination. Also notify other Sections regarding exact locations for openings, chases, anchors<br />
and other fittings required for the Equipment.<br />
1.07 CERTIFICATES OF APPROVAL<br />
A. Electrical equipment must conform to the requirements of the local Electrical Code. If the item specified is not<br />
approved, or if components are not so approved, it is the responsibility of this Section to obtain, at no extra<br />
cost to the Cinemark USA, the necessary approval from local authorities. Attach to each item of equipment<br />
which requires it, a certificate or label of approval.<br />
1.08 PRODUCT HANDLING<br />
A. Protect the materials of this Section before, during and after installation, and protect the installed work and<br />
materials of others.<br />
PART 2 - PRODUCTS<br />
2.01 GENERAL<br />
A. Equipment supplied under this Section shall be made of the best grade materials, and shall be in strict<br />
accordance with the drawings and specifications.<br />
B. It is the responsibility of this Section to reconcile electrical and mechanical services and check locations of<br />
roughed-in work. Deviations or inadequacies are to be brought to the attention of the Cinemark USA's<br />
Consultant so that corrective measures, if necessary, can be made prior to equipment installation.<br />
2.02 MATERIALS<br />
A. Unless otherwise specified in the itemized List of Equipment, materials to be used in the fabrication of<br />
equipment by this Section shall be as follows:<br />
1. Stainless Steel: type 304, No. 4 finish one side, free from pits and imperfections, Gauges refer to U.S.<br />
Standard.<br />
2. Laminated Plastic: 1/16" in. thick for face and edges of panels or surfaces being clad. Where plywood or<br />
MDF panels or surfaces are being clad, apply manufacturer's plastic backing sheet. Plywood shall be<br />
minimum 5-ply, with veneer or solid lumber core, S2S; particle board shall be AWI with smooth dense<br />
surface, 3/4 in. thick. Vertical surfaces exposed to public to be plastic laminate. Interior surfaces and<br />
other vertical external surfaces to be Melamine.<br />
3. Millwork panels or surfaces:<br />
a. Sustainably Harvested Wood: Material shall be accredited by the Forest Stewardship Council<br />
b. Provide products with no added urea formaldehyde.<br />
4. Engineered Wood Products: Provide products with no added urea formaldehyde.<br />
5. Sealant shall be Dow Silastic or GE #SCS-1600, clear or metallic gray. Meet VOC SCAQMD Rule 1168<br />
identified in Section 01352<br />
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2.03 ITEMIZED LIST OF EQUIPMENT<br />
A. Refer to drawings.<br />
PART 3 - EXECUTION<br />
Section 11400<br />
Page 3<br />
3.01 EXAMINATION<br />
A. Prior to installation of the Work of this Section, carefully inspect the installed work of other trades and verify<br />
that such work is complete to the point where this installation may properly commence.<br />
B. Verify that the Equipment may be installed in complete accord with the manufacturer's recommendations and<br />
the intent of the original design.<br />
3.02 DISCREPANCIES<br />
A. In the event of a significant discrepancy, immediately notify the Cinemark USA's Consultant.<br />
B. Do not proceed with installation in areas of discrepancy until related problems have been resolved.<br />
3.03 COORDINATION<br />
A. Coordinate interface requirements for electrical and mechanical connections in a timely manner to permit<br />
orderly progress of the Work.<br />
3.04 INSTALLATION<br />
A. Locate, assemble, position and properly install items of equipment.<br />
B. Leave installed work neat, clean and polished, well fitted into position, level and in proper operating condition.<br />
C. After installation has been completed and items checked (and adjusted where necessary) for satisfactory<br />
operation, arrange for inspection of the equipment. If items are found deficient or unsatisfactory, make<br />
necessary corrections to the approval of the Cinemark USA's Consultant.<br />
D. Concession Equipment supplied must be approved by authorities having jurisdiction, and must have necessary<br />
labels of inspection or approval fixed.<br />
E. Refrigeration compressors shall carry a five year warranty.<br />
F. Ship, deliver and store materials and items of equipment in factory containers with seals and labels intact<br />
wherever practical. Package materials and equipment or components in a manner to prevent damage to and<br />
marring of finished surface.<br />
G. Provide protection for finished surfaces after installation to prevent damage, marring and soiling due to<br />
construction activities. Such protection shall consist of suitable paper, plastic, fiber board or other similar<br />
materials adequately held in place by adhesive, tape or other means which will not stain or mark the equipment<br />
or the surfaces to which it is applied.<br />
H. During installation, clean up daily and deposit rubbish and debris in bin or container supplied by the General<br />
Contractor, who will unpack equipment.<br />
I. Upon completion of installation clean exposed surfaces of dirt, dust and extraneous materials.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 12484<br />
FOOT GRID ENTRANCE SYSTEMS<br />
1.01 SUMMARY<br />
A. Section includes: Entrance matting systems, including recessed aluminum foot grids.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section include:<br />
1. Structural Concrete - Section 03300<br />
2. Metal Doors and Frames – Section 08100<br />
3. Plastic Faced and Flush Wood Doors – Section 08212<br />
4. Finish Hardware and Hardware Schedule – Section 08710<br />
1.02 REFERENCES<br />
A. Standards listed by reference, including revisions by issuing authority, form a part of this specification<br />
section to extent indicated. The Standards listed here are identified with a designation number, title or<br />
other designation established by the issuing authority.<br />
1.03 SYSTEM DESCRIPTION<br />
A. Performance Requirements: Provide recessed aluminum entrance floor mat system, which has been<br />
manufactured and installed to maintain performance criteria stated by manufacturer without defects,<br />
damage or failure.<br />
1.04 SUBMITTALS<br />
A. Before ordering material, submit for the Architect's approval complete manufacturer's specifications of<br />
materials specified in this Section in accordance with Section 01340 - Submittals.<br />
B. Product data: Submit product data, including manufacturer’s specification sheet and installation<br />
instructions for specified products. Include methods of installation and substrate preparation for each<br />
type of substrate.<br />
1. Recycled Content:<br />
a. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled<br />
content per unit of product.<br />
b. Indicate material cost of product less labor included in project.<br />
c. If recycled content product is part of an assembly, indicate the percentage of recycled content<br />
product in the assembly by weight.<br />
2. Local/Regional Materials:<br />
a. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate<br />
distance between extraction, harvesting, and recovery and the project site.<br />
b. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance<br />
between manufacturing facility and the project site.<br />
c. Product Value: Indicate dollar value of product containing local/regional materials; include<br />
materials cost only.<br />
d. Product Component(s) Value: Where product components are sourced or manufactured in<br />
separate locations, provide location information for each component. Indicate the percentage<br />
by weight of each component per unit of product.<br />
C. Shop Drawings: Submit shop drawings showing layout, profiles and product components, including<br />
anchorage, accessories, finish colors, patterns and textures.<br />
D. Samples: Submit samples for each type and color of exposed entrance mat, frames and accessories<br />
required. Provide sample of mat materials.<br />
E. Quality Assurance Submittals: (1) certified test reports showing compliance with specified performance<br />
characteristics and physical properties, and (2) Manufacturer’s Installation Instructions.<br />
F. Closeout Submittals: Cleaning & maintenance Data (Include methods for maintaining installed products<br />
and precautions against cleaning materials and methods detrimental to finishes and performance), and<br />
Warranty<br />
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1.05 QUALITY ASSURANCE<br />
A. Installer: Installer should be highly experienced in performing work of this section, having previouisly<br />
done work similar to that required for this project.<br />
1.06 SEQUENCING/SCHEDULING<br />
A. Ordering: Comply with Manufacturer’s ordering instrcutions and lead-time requirements to avoid<br />
construction delays.<br />
B. Delivery: Deliver materials in Manufacturer’s orginal, unopened, undamaged packaging.<br />
C. Storage: Store materials at temperature and in humidity conditions recommended by manufacturer and<br />
protect from exposure to harmful weather conditions.<br />
D. Installtion: Except as otherwise indicated herein, sequencing or scheduling for performance of work or<br />
this section in relation with other work is Contractor’s option. Delay installation of mats until near time<br />
of substantial completion for the project.<br />
1.07 PROJECT CONDITIONS<br />
A. Temperature: Maintain temperature where products will be installed before, during and after installation<br />
as recommended by Manufacturer.<br />
B. Field Measurements: Where possible, verify actual measurements by field measuring before fabrication<br />
and include measurements in shop drawings. To avoid construction delays, coordinate field<br />
measurements and fabrication schedule based upon construction progress.<br />
PART 2 - PRODUCTS<br />
2.01 ACCEPTABLE MANUFACTURERS<br />
A. Provide Nuway ® foot grille by Forbo Flooring, Inc., P. O. Box 667, Hazleton, PA, 18202; telephone<br />
800-842-7839; fax 570-450-0258; www.forboflooringna.com.<br />
2.02 MATERIALS<br />
A. Recessed Aluminum Foot Grid: Nuway ® Tuftiguard with reversible extruded aluminum profiles.<br />
B. Options for Recessed Aluminum Foot Grid:<br />
1. Thichness 7/16”, linear mats, with “T” separator, 18” sqare tiles.<br />
2. Wiper Strip Colors: Coral Brush Activ 5846 Chocolate Lines.<br />
3. Scraper Bar Colors: Aluminum selected from manufacturer’s standard colors of buffed fibered<br />
reinforced rubber strip.<br />
4. Construction: Closed<br />
5. Frame type: Schluter frame – depths vary from 7/16”<br />
6. Provide material with maximum amount of recycled content available that achieves performance<br />
requirements of this Section,<br />
C. Fabrication fro Recessed Aluminum Foot Grids and framing will have the following characteristics:<br />
1. Size: Fabricate entrance mats as units, but do not exceed manufacturers size recommendation.<br />
2. Joints: Where joints in the entrance mats are necessary space them symmetrically and away from<br />
normal traffic ways.<br />
3. Mats Frames: Fabricate framaes in single lengths. Where frame dimensions exceed maximum<br />
available lengths, use minimum number of pieces possible wiith hairline joints equally spaced and<br />
spliced together with straight connecting pins.<br />
a. Corners: miter corners and join with corner gusset and plates to produce hairline joints.<br />
b. Protective Coating: Coat surface off frame, which will contact cementitious material<br />
with zinc chromate primer conforming to SAE AMS 3110F.<br />
4. Surface Mounted Frames: Forbo Flooring, Inc. matting systems standard ramp surface frame,<br />
drill and counter sunk to receive floor-fixing screws.<br />
2.03 PRODUCT SUBSTITUTIONS<br />
A. Substitutions: No substitutions permitted.<br />
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3.01 SUBSTRATE PREPARATION<br />
A. Examine substrates and conditions where floor mats will be installted. Do not proceed with installation<br />
until unsatisfactory conditions are corrected. Sub floor shall be clean and dry, and within acceptable<br />
tolerances.<br />
3.02 INSTALLATION<br />
A. Sizes: Shop-fabricate units of floor mat to greatest extent possible in sizes as indicated. Where not<br />
indicated otherwise, provide single unit for each mat installation, but do not exceed manufacturer’s<br />
mazimum size recommendation for units intended for removal and cleaning. Where joints in mats are<br />
necessary, space symmetrically and away from normal traffic lanes. Miter corner joints in framing<br />
elements with hairline joints or provide prefabricated corner units without joints. Where possible, verify<br />
sizes by field measurement before shop fabrication.<br />
B. Accessories: Where indicated for recessed or wall-to-wall applications, provide aluminum framework as<br />
recommended by manufacturer. Gneral: Strictly comply with manufacturer’s installation instructions<br />
and recommendations. Coordinate installation with adjacent work to ensure proper clearances and to<br />
prevent tripping hazards.<br />
3.03 CLEANING AND PROTECTION<br />
A. General Cleaning: Refer to Manufacturer’s Cleaning and Maintenance Instructions.<br />
B. Owner’s Personnel: Instruct Owner’s personnel in proper maintenance procedures.<br />
C. Protection: Protect installed product and finish surfaces from damage during construction and until<br />
acceptance.<br />
END OF SECTION<br />
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SECTION 12494<br />
ROLLER SHADES<br />
PART 1 GENERAL<br />
1.1 SECTION INCLUDES<br />
A. Electrically operated sunscreen roller shades.<br />
B. Local group and master control system for shade operation.<br />
C. Local group and master control system for shade operation with addressable motors.<br />
1.2 RELATED SECTIONS<br />
A. Section 06100 - Rough Carpentry: Wood blocking and grounds for mounting roller shades and<br />
accessories.<br />
B. Section 09260 - Gypsum Board Assemblies: Coordination with gypsum board assemblies for<br />
installation of shade pockets, closures and related accessories.<br />
C. Section 09510 - Acoustical Ceilings: Coordination with acoustical ceiling systems for installation of<br />
shade pockets, closures and related accessories.<br />
D. Division 16 - Electrical: Electric service for motor controls.<br />
1.3 REFERENCES<br />
A. ASTM G 21 - Standard Practice for Determining Resistance of Synthetic Polymeric Materials to<br />
Fungi.<br />
B. NFPA 70 - National Electrical Code.<br />
C. NFPA 701-99 - Fire Tests for Flame-Resistant Textiles and Films.<br />
1.4 SUBMITTALS<br />
A. Submit under provisions of Section 01300.<br />
** NOTE TO SPECIFIER ** Delete paragraph below if EcoVeil is NOT being specified.<br />
B. Product Data: Manufacturer's data sheets on each product to be used, including:<br />
1. Preparation instructions and recommendations.<br />
2. Styles, material descriptions, dimensions of individual components, profiles, features, finishes<br />
and operating instructions.<br />
3. Storage and handling requirements and recommendations.<br />
4. Mounting details and installation methods.<br />
5. Typical wiring diagrams including integration of motor controllers with building management<br />
system, audiovisual and lighting control systems as applicable.<br />
C. Shop Drawings: Plans, elevations, sections, product details, installation details, operational<br />
clearances, wiring diagrams and relationship to adjacent work.<br />
D.<br />
E. Window Treatment Schedule: For all roller shades. Use same room designations as indicated on the<br />
Drawings and include opening sizes and key to typical mounting details.<br />
F. Selection Samples: For each finish product specified, one set of shade cloth options and aluminum<br />
finish color samples representing manufacturer's full range of available colors and patterns.<br />
G. Maintenance Data: Methods for maintaining roller shades, precautions regarding cleaning materials<br />
and methods, instructions for operating hardware and controls.<br />
1.5 QUALITY ASSURANCE<br />
A. Manufacturer Qualifications: Obtain roller shades through one source from a single manufacturer with<br />
a minimum of twenty years experience in manufacturing products comparable to those specified in<br />
this section.<br />
B. Installer Qualifications: Installer trained and certified by the manufacturer with a minimum of ten<br />
years experience in installing products comparable to those specified in this section.<br />
C. Fire-Test-Response Characteristics: Passes NFPA 701-99 small and large-scale vertical burn.<br />
Materials tested shall be identical to products proposed for use.<br />
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D. Electrical Components: NFPA Article 100 listed and labeled by either UL or ETL or other testing<br />
agency acceptable to authorities having jurisdiction, marked for intended use, and tested as a system.<br />
Individual testing of components will not be acceptable in lieu of system testing.<br />
E. Anti-Microbial Characteristics: 'No Growth' per ASTM G 21 results for fungi ATCC9642, ATCC<br />
9644, ATCC9645.<br />
1.6 DELIVERY, STORAGE, AND HANDLING<br />
A. Deliver shades in factory-labeled packages, marked with manufacturer and product name, fire-testresponse<br />
characteristics, and location of installation using same room designations indicated on<br />
Drawings and in the Window Treatment Schedule.<br />
1.7 PROJECT CONDITIONS<br />
A. Environmental Limitations: Install roller shades after finish work including painting is complete and<br />
ambient temperature and humidity conditions are maintained at the levels indicated for Project when<br />
occupied for its intended use.<br />
1.8 WARRANTY<br />
A. Roller Shade Hardware, Chain and Shadecloth (except EcoVeil): Manufacturer's standard nondepreciating<br />
twenty-five year limited warranty.<br />
1. EcoVeil standard non-depreciating 10-year limited warranty.<br />
B. Roller Shade Motors and Motor Control Systems: Manufacturer's standard non-depreciating five-year<br />
warranty.<br />
C. Roller Shade Installation: One year from date of Substantial Completion, not including scaffolding,<br />
lifts or other means to reach inaccessible areas.<br />
PART 2 PRODUCTS<br />
2.1 MANUFACTURERS<br />
A. Acceptable Manufacturer: MechoShade Systems, Inc.; 42-03 35th Street, Long Island City, NY<br />
11101. ASD. Tel: (718) 729-2020. Fax: (718) 729-2941. Email: info@mechoshade.com,<br />
www.mechoshade.com.<br />
B. Requests for substitutions will be considered in accordance with provisions of Section 01600.<br />
2.2 APPLICATIONS/SCOPE<br />
A. Roller Shade Schedule:<br />
1. Shade Type 4: Motorized interior solar roller shades in all exterior windows of rooms and<br />
spaces shown on Drawings, and related motor control systems.<br />
2.3 SHADE CLOTH<br />
A. Visually Transparent Single-Fabric Shadecloth: MechoShade Systems, Inc., ThermoVeil group,<br />
single thickness non-raveling 0.030-inch (0.762 mm) thick vinyl fabric, woven from 0.018-inch<br />
(0.457 mm) diameter extruded vinyl yarn comprising of 21 percent polyester and 79 percent<br />
reinforced vinyl, in colors selected from manufacturer's available range.<br />
1. Euroveil Basket Weave: "5300 series”<br />
2. Color: Bronze 5313<br />
2.4 SHADE BAND<br />
A. Shade Bands: Construction of shade band includes the fabric, the hem weight, hem-pocket, shade<br />
roller tube, and the attachment of the shade band to the roller tube. Sewn hems and open hem pockets<br />
are not acceptable.<br />
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1. Hem Pockets and Hem Weights: Fabric hem pocket with RF-welded seams (including welded<br />
ends) and concealed hem weights. Hem weights shall be of appropriate size and weight for<br />
shade band. Hem weight shall be continuous inside a sealed hem pocket. Hem pocket<br />
construction and hem weights shall be similar, for all shades within one room.<br />
2. Shade band and Shade Roller Attachment:<br />
a. Use extruded aluminum shade roller tube of a diameter and wall thickness required to<br />
support shade fabric without excessive deflection. Roller tubes less than 1.55 inch<br />
(39.37 mm) in diameter for manual shades, and less than 2.55 inches (64.77 mm) for<br />
motorize shades are not acceptable.<br />
b. Provide for positive mechanical engagement with drive / brake mechanism.<br />
c. Provide for positive mechanical attachment of shade band to roller tube; shade band<br />
shall be made removable / replaceable with a "snap-on" snap-off" spline mounting,<br />
without having to remove shade roller from shade brackets.<br />
d. Mounting spline shall not require use of adhesives, adhesive tapes, staples, and/or<br />
rivets.<br />
e. Any method of attaching shade band to roller tube that requires the use of: adhesive,<br />
adhesive tapes, staples, and/or rivets are not acceptable.<br />
2.5 SHADE FABRICATION<br />
A. Fabricate units to completely fill existing openings from head to sill and jamb-to-jamb, unless<br />
specifically indicated otherwise.<br />
B. Fabricate shadecloth to hang flat without buckling or distortion. Fabricate with heat-sealed trimmed<br />
edges to hang straight without curling or raveling. Fabricate unguided shadecloth to roll true and<br />
straight without shifting sideways more than 1/8 inch (3.18 mm) in either direction per 8 feet (2438<br />
mm) of shade height due to warp distortion or weave design. Fabricate hem as follows:<br />
1. Concealed hemtube.<br />
C. Provide battens in standard shades as required to assure proper tracking and uniform rolling of the<br />
shadebands. Contractor shall be responsible for assuring the width-to-height (W:H) ratios shall not<br />
exceed manufacturer's standards or, in absence of such standards, shall be responsible for establishing<br />
appropriate standards to assure proper tracking and rolling of the shadecloth within specified<br />
standards. Battens shall be roll-formed stainless steel or tempered steel, as required.<br />
D. For railroaded shadebands, provide seams in railroaded multi-width shadebands as required to meet<br />
size requirements and in accordance with seam alignment as acceptable to Architect. Seams shall be<br />
properly located. Furnish battens in place of plain seams when the width, height, or weight of the<br />
shade exceeds manufacturer's standards. In absence of such standards, assure proper use of seams or<br />
battens as required to, and assure the proper tracking of the railroaded multi-width shadebands.<br />
E. Provide battens for railroaded shades when width-to-height (W:H) ratios meet or exceed<br />
manufacturer's standards. In absence of manufacturer's standards, be responsible for proper use and<br />
placement of battens to assure proper tracking and roll of shadebands.<br />
2.6 COMPONENTS<br />
A. Access and Material Requirements:<br />
1. Provide shade hardware allowing for the removal of shade roller tube from brackets without<br />
removing hardware from opening and without requiring end or center supports to be removed.<br />
2. Provide shade hardware that allows for removal and re-mounting of the shade bands without<br />
having to remove the shade tube, drive or operating support brackets.<br />
3. Use only Delrin engineered plastics by DuPont for all plastic components of shade hardware.<br />
Styrene based plastics, and /or polyester, or reinforced polyester will not be acceptable.<br />
B. Motorized Shade Hardware and Shade Brackets:<br />
1. Provide shade hardware constructed of minimum 1/8-inch (3.18 mm) thick plated steel, or<br />
heavier, thicker, as required to support 150 percent of the full weight of each shade.<br />
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2. Provide shade hardware system that allows for field adjustment of motor or replacement of any<br />
operable hardware component without requiring removal of brackets, regardless of mounting<br />
position (inside, or outside mount).<br />
3. Provide shade hardware system that allows for operation of multiple shade bands offset by a<br />
maximum of 8-45 degrees from the motor axis between shade bands (4-22.5 degrees) on each<br />
side of the radial line, by a single shade motor (multi-banded shade, subject to manufacturer’s<br />
design criteria).<br />
C. Manual Operated Chain Drive Hardware and Brackets:<br />
1. Provide for universal, regular and offset drive capacity, allowing drive chain to fall at front,<br />
rear or non-offset for all shade drive end brackets. Universal offset shall be adjustable for<br />
future change.<br />
2. Provide hardware capable for installation of a removable fascia, for both regular and/or reverse<br />
roll, which shall be installed without exposed fastening devices of any kind.<br />
3. Provide shade hardware system that allows for removable regular and/or reverse roll fascias to<br />
be mounted continuously across two or more shade bands without requiring exposed fasteners<br />
of any kind.<br />
4. Provide shade hardware system that allows for operation of multiple shade bands (multibanded<br />
shades) by a single chain operator, subject to manufacturer’s design criteria.<br />
Connectors shall be offset to assure alignment from the first to the last shade band.<br />
5. Provide shade hardware system that allows multi-banded manually operated shades to be<br />
capable of smooth operation when the axis is offset a maximum of 6 degrees on each side of<br />
the plane perpendicular to the radial line of the curve, for a 12 degrees total offset.<br />
6. Provide positive mechanical engagement of drive mechanism to shade roller tube. Friction fit<br />
connectors for drive mechanism connection to shade roller tube are not acceptable<br />
7. Provide shade hardware constructed of minimum 1/8-inch (3.18 mm) thick plated steel or<br />
heavier as required to support 150 percent of the full weight of each shade.<br />
8. Drive Bracket / Brake Assembly:<br />
a. MechoShade Drive Bracket model M5 shall be fully integrated with all MechoShade<br />
accessories, including, but not limited to: SnapLoc fascia, room darkening side / sill<br />
channels, center supports and connectors for multi-banded shades.<br />
b. M5 drive sprocket and brake assembly shall rotate and be supported on a welded 3/8<br />
inch (9.525 mm) steel pin.<br />
c. The brake shall be an over -unning clutch design which disengages to 90 percent during<br />
the raising and lowering of a shade. The brake shall withstand a pull force of 50 lbs.<br />
(22 kg) in the stopped position.<br />
d. The braking mechanism shall be applied to an oil-impregnated hub on to which the<br />
brake system is mounted. The oil impregnated hub design includes an articulated brake<br />
assembly, which assures a smooth, non-jerky operation in raising and lowering the<br />
shades. The assembly shall be permanently lubricated. Products that require externally<br />
applied lubrication and or not permanently lubricated are not acceptable.<br />
e. The entire M5 assembly shall be fully mounted on the steel support bracket, and fully<br />
independent of the shade tube assembly, which may be removed and reinstalled without<br />
effecting the roller shade limit adjustments.<br />
D. Drive Chain: #10 qualified stainless steel chain rated to 90 lb. (41 kg) minimum breaking strength.<br />
Nickel plate chain shall not be accepted.<br />
2.7 SHADE MOTOR DRIVE SYSTEM<br />
A. Shade Motors:<br />
1. Tubular, asynchronous (non-synchronous) motors, with built-in reversible capacitor operating<br />
at 110v AC (60hz), single phase, temperature Class A, thermally protected, totally enclosed,<br />
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maintenance free with line voltage power supply equipped with locking disconnect plug<br />
assembly furnished with each motor.<br />
2. Conceal motors inside shade roller tube.<br />
3. Maximum current draw for each shade motor of 2.3 amps.<br />
4. Use motors rated at the same nominal speed for all shades in the same room.<br />
B. Total hanging weight of shade band shall not exceed 80 percent of the rated lifting capacity of the<br />
shade motor and tube assembly.<br />
2.8 MOTOR CONTROL SYSTEMS<br />
A. IQ/MLC: Specifications and design of shade motors and motor control system are based on the<br />
IQ/MLC motor logic control system manufactured by MechoShade Systems, Inc. Other systems may<br />
be acceptable provide that all of the following performance capabilities are provided. Motor logic<br />
control systems not in complete compliance with these performance criteria shall not be accepted as<br />
equal systems.<br />
1. Motor Control System:<br />
a. Provide power to each shade motor via individual 3 conductor line voltage circuits<br />
connecting each motor to the relay based motor logic controllers (IQ/MLC).<br />
b. Control system components shall provide appropriate (spike and brown out) overcurrent<br />
protection (+/- 10 percent of line voltage) for each of the four individual motor<br />
circuits and shall be rated by UL or ETL as a recognized component of this system and<br />
tested as an integrated system.<br />
c. Motor control system shall allow each group of four shade motors in any combination<br />
to be controlled by each of four local switch ports, with up to fourteen possible "subgroup"<br />
combinations via local 3 button wall switches and all at once via a master 3<br />
button switch. System shall allow for overlapping switch combinations from two or<br />
more local switches.<br />
d. Multiple "sub-groups" from different IQ/MLC control components shall be capable of<br />
being combined to form "groups" operated by a single 3 button wall switch, from either<br />
the master port or in series from a local switch port.<br />
e. Each shade motor shall be accessible (for control purposes) from up to four local<br />
switches and one master switch.<br />
f. Control system shall allow for automatic alignment of shade hem bars in stopped<br />
position at 25 percent, 50 percent, and 75 percent of opening heights, and up to three<br />
user-defined intermediate stopping positions in addition to all up / all down, regardless<br />
of shade height, for a total of five positions. Control system shall allow shades to be<br />
stopped at any point in the opening height noting that shades may not be in alignment at<br />
these non-defined positions).<br />
g. Control system shall have two standard operating modes: Normal mode allowing the<br />
shades to be stopped anywhere in the window’s opening height and uniform mode,<br />
allowing the shades to only be stopped at the predefined intermediate stop positions.<br />
Both modes shall allow for all up / all down positioning.<br />
h. Control system components shall allow for interface with both audiovisual system<br />
components and building fire and life safety system via a dry contact terminal block.<br />
i. Reconfiguration of switch groups shall not require rewiring of the hardwired line<br />
voltage motor power supply wiring, or the low voltage control wiring. Reconfiguration<br />
of switch groups shall be accomplished within the motor control device (IQ/MLC).<br />
2. Wall Switches:<br />
a. Three-button architectural flush mounted switches with metal cover plate and no<br />
exposed fasteners.<br />
b. Connect local wall switches to control system components via low voltage (12V DC) 4-<br />
conductor modular cable equipped with RJ-11 type connectors supplied, installed and<br />
certified under Division 16 - Electrical.<br />
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c. Connect master wall switches to control system components via low voltage (12V DC)<br />
6-conductor modular cable equipped with RJ-12 type connectors supplied, installed and<br />
certified under Division 16 - Electrical.<br />
B. I . CON Control System (Software, two way communication): Specifications and design are based on<br />
the I . CON motor control system as manufactured by MechoShade Systems, Inc. Other systems may<br />
be acceptable provided that all of the following performance capabilities are provided. Motor control<br />
systems not in complete compliance with these performance criteria shall not be accepted as equal<br />
systems.<br />
1. Upper and lower stopping points (operating limits) of shadebands shall be programmed into<br />
motors via a hand held removable program module / configurator.<br />
2. Intermediate stopping positions for shades shall be 4 predefined intermediate positions, for a<br />
total of 6 defined and aligned positions. All shades on the same switch circuit with the same<br />
opening height shall align at each intermediate stopping position.<br />
3. Motors shall be addressable through a 2 motor bus interface module via a hand-held removable<br />
program module and shall be capable of responding to a minimum of seven different user<br />
defined stored addresses including multiple overlapping sub groups and three reserved control<br />
input addresses for use by building management systems, life safety systems and other<br />
emergency inputs.<br />
4. The BI and I . CON controller system shall have the capability of two-way communication with<br />
the motors. Each I . CON controller, (bus Interface or BI) shall allow for a unique address<br />
message to be received from the hand held configurator and/or a PC controller or switch.<br />
a. Bus line shall consist of 2 twisted pair of 16 ga low voltage wire.<br />
b. Shade motor control components (bus interfaces, wall switches, bus supplies, auxiliary<br />
control input devices, and similar items) shall be connected in series via the low voltage<br />
(12VDC) two way digital communication bus line.<br />
c. Bus line shall be capable of being installed in a free topology to provide maximum<br />
flexibility for installation and future maintenance.<br />
d. Low voltage (12VDC) digital bus line shall be powered by a bus supply transformer,<br />
requiring 115VAC (220 - 230 VAC) input drawing a maximum current of 1 amp. A<br />
minimum of one bus supply shall be required for every 400 linear feet of bus line.<br />
Final bus supply spacing shall be reviewed with the system manufacturer after the<br />
number of nodes per 400 ft (120 meters) run of bus line has been determined.<br />
5. Wall Switches:<br />
a. Shades shall be operated by 4 button low voltage standard switches or programmable<br />
intelligent switches [IS]. Standard switch shall be wired to a bus interface and the bus<br />
interface will be programmed to transmit an address for the local switch.<br />
b. Intelligent switches may be installed anywhere on the busline. Each IS shall be capable<br />
of storing one control level address to be broadcast along the busline.<br />
c. An address that is transmitted by either a switch or central controller shall be responded<br />
to by those motors with the same address in their control table.<br />
d. IS shall provide for interface with other low voltage input devices via a set of dry<br />
contact terminals located on the switch.<br />
e. Standard switch or IS may control an individual, sub-group or group of motors in<br />
accordance with the address in each motor/BI unit.<br />
2.9 ACCESSORIES<br />
A. Roller Shade Pocket for recessed mounting in acoustical tile, or drywall ceilings as indicated on the<br />
Drawings.<br />
1. Provide either extruded aluminum and or formed steel shade pocket, sized to accommodate<br />
roller shades, with exposed extruded aluminum closure mount, tile support and removable<br />
closure panel to provide access to shades.<br />
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PART 3 EXECUTION<br />
a. Provide "Vented Pocket" such that there will be a minimum of four 1 inch (25.4 mm)<br />
diameter holes per foot allowing the solar gain to flow above the ceiling line.<br />
3.1 EXAMINATION<br />
A. Do not begin installation until substrates have been properly prepared.<br />
B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory<br />
preparation before proceeding.<br />
3.2 PREPARATION<br />
A. Clean surfaces thoroughly prior to installation.<br />
B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result<br />
for the substrate under the project conditions.<br />
3.3 INSTALLATION<br />
A. Install roller shades level, plumb, square, and true according to manufacturer's written instructions,<br />
and located so shade band is not closer than 2 inches (50 mm) to interior face of glass. Allow proper<br />
clearances for window operation hardware.<br />
B. Turn-Key Single-Source Responsibility for Motorized Interior Roller Shades: To control the<br />
responsibility for performance of motorized roller shade systems, assign the design, engineering, and<br />
installation of motorized roller shade systems, motors, controls, and low voltage electrical control<br />
wiring specified in this Section to a single manufacturer and their authorized installer/dealer. The<br />
Architect will not produce a set of electrical drawings for the installation of control wiring for the<br />
motors, or motor controllers of the motorized roller shades. Power wiring (line voltage), shall be<br />
provided by the roller shade installer/dealer, in accordance with the requirements provided by the<br />
manufacturer. Coordinate the following with the roller shade installer/dealer:<br />
1. Main Contractor shall provide power panels and circuits of sufficient size to accommodate<br />
roller shade manufacturer’s requirements, as indicated on the mechanical and electrical<br />
drawings.<br />
2. Main Contractor shall coordinate with requirements of roller shade installer/dealer, before<br />
inaccessible areas are constructed.<br />
3. Roller shade installer/dealer shall run line voltage as dedicated home runs (of sufficient<br />
quantity, in sufficient capacity as required) terminating in junction boxes in locations<br />
designated by roller shade dealer.<br />
4. Roller shade installer/dealer shall provide and run all line voltage (from the terminating points)<br />
to the motor controllers, wire all roller shade motors to the motor controllers, and provide and<br />
run low voltage control wiring from motor controllers to switch/ control locations designated<br />
by the Architect. All above-ceiling and concealed wiring shall be plenum-rated, or installed in<br />
conduit, as required by the electrical code having jurisdiction.<br />
5. Main Contractor shall provide conduit with pull wire in all areas, which might not be<br />
accessible to roller shade contractor due to building design, equipment location or schedule.<br />
C. Adjust and balance roller shades to operate smoothly, easily, safely, and free from binding or<br />
malfunction throughout entire operational range.<br />
D. Clean roller shade surfaces after installation, according to manufacturer's written instructions.<br />
E. Engage Installer to train Owner's maintenance personnel to adjust, operate and maintain roller shade<br />
systems.<br />
3.4 PROTECTION<br />
A. Protect installed products until completion of project.<br />
B. Touch-up, repair or replace damaged products before Substantial Completion.<br />
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END OF SECTION<br />
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PART 1<br />
GENERAL<br />
SECTION 13600<br />
PV ELECTRICAL POWER EQUIPMENT<br />
1.1 SUMMARY<br />
A. Section Includes:<br />
1. Solar Energy System(s).<br />
1.2 SUBMITTALS<br />
A. Product data. Unless otherwise indicated, submit the following for each type of product provided under<br />
work of this Section:<br />
1. Local/Regional Materials:<br />
a. Sourcing location(s): Indicate location of extraction, harvesting, and recovery;<br />
indicate distance between extraction, harvesting, and recovery and the project site.<br />
b. Manufacturing location(s): Indicate location of manufacturing facility; indicate<br />
distance between manufacturing facility and the project site.<br />
c. Product Value: Indicate dollar value of product containing local/regional materials;<br />
include materials cost only.<br />
d. Product Component(s) Value: Where product components are sourced or<br />
manufactured in separate locations, provide location information for each component.<br />
Indicate the percentage by weight of each component per unit of product.<br />
2. Renewable Energy:<br />
a. Submit manufacturer’s product data for system.<br />
b. Submit calculations indicating the energy produced by the system relative to the total<br />
energy demand for the building.<br />
c. Submit Letter of Certification from system provider indicating that energy produced<br />
by the system represents minimum [1] [3] [5] [7] [9] [11] [13] [xxxx] of the total<br />
energy demand for the building.<br />
B. Submit environmental data in accordance with Table 1 of ASTM E2129 for products provided under<br />
work of this Section.<br />
1.3 QUALITY ASSURANCE<br />
A. Solar Energy Systems:<br />
1. Photovoltaic Panels: Provide panels labeled with the PowerMark certification by PowerMark<br />
Corporation.<br />
a. Weathering:<br />
ASTM E1038-Standard Test Method for Determining Resistance of Photovoltaic<br />
Modules to Hail by Impact with Propelled Ice Balls<br />
ASTM E1171- Standard Test Method for Photovoltaic Modules in Cyclic<br />
Temperature and Humidity Environments<br />
ASTM E1597- Standard Test Method for Saltwater Pressure Immersion and<br />
Temperature Testing of Photovoltaic Modules for Marine Environments<br />
ASTM E1802-Standard Test Methods for Wet Insulation Integrity Testing of<br />
Photovoltaic Modules<br />
ASTM E2047- Standard Test Method for Wet Insulation Integrity Testing of<br />
Photovoltaic Arrays<br />
ASTM E1830- Standard Test Methods for Determining Mechanical Integrity of<br />
Photovoltaic Modules<br />
ASTM E781- Standard Practice for Evaluating Absorptive Solar Receiver Materials<br />
When Exposed to Conditions Simulating Stagnation in Solar Collectors With Cover<br />
Plates<br />
ASTM E782- Standard Practice for Exposure of Cover Materials for Solar Collectors<br />
to Natural Weathering Under Conditions Simulating Operational Mode<br />
ASTM E823- Standard Practice for Nonoperational Exposure and Inspection of a<br />
Solar Collector<br />
ASTM E881- Standard Practice for Exposure of Solar Collector Cover Materials to<br />
Natural Weathering Under Conditions Simulating Stagnation Mode<br />
b. Calibration:<br />
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ASTM E1362- Standard Test Method for Calibration of Non-Concentrator<br />
Photovoltaic Secondary Reference Cells<br />
c. Energy Performance:<br />
ASTM E948- Standard Test Method for Electrical Performance of Photovoltaic Cells<br />
Using Reference Cells Under Simulated Sunlight<br />
ASTM E1021- Standard Test Methods for Measuring Spectral Response of<br />
Photovoltaic Cells<br />
ASTM E1040- Standard Specification for Physical Characteristics of Nonconcentrator<br />
Terrestrial Photovoltaic Reference Cells<br />
ASTM E1462- Standard Test Methods for Insulation Integrity and Ground Path<br />
Continuity of Photovoltaic Modules<br />
2. Solar Water Heating collectors: Submit OG 100 rating by Solar Rating and Certification<br />
Corporation for collector performance characteristics, and for rated systems submit OG 300<br />
rating.<br />
PART 2<br />
PRODUCTS<br />
2.1 EQUIPMENT<br />
PART 3 - EXECUTION<br />
3.1 SITE ENVIRONMENTAL PROCEDURES<br />
A. Resource Management:<br />
1. Energy Efficiency: Verify equipment is properly installed, connected, and adjusted. Verify<br />
that equipment is operating as specified.<br />
2. Renewable Energy: Verify proper operation in all modes of system operation by testing.<br />
Verify proper operation under a wide range of conditions to verify energy delivery as<br />
calculated for those conditions.<br />
a. Solar Energy Systems: Comply with ASTM E1799- Standard Practice for Visual<br />
Inspections of Photovoltaic Modules.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
SECTION 14240<br />
HYDRAULIC ELEVATORS<br />
1.01 SCOPE<br />
A. Section includes: Hydraulic passenger elevators as shown and specified. Elevator work includes:<br />
1. Standard pre-engineered hydraulic passenger elevators.<br />
2. Elevator car enclosures, hoistway entrances and signal equipment.<br />
3. Jack(s)<br />
4. Operation and control systems.<br />
5. Accessibility provisions for physically disabled persons.<br />
6. Equipments, machines, controls, systems and devices as required for safely operating the specified<br />
elevators a their rated speed and capacity.<br />
7. Materials and accessories as required to complete the elevator installation.<br />
8. Emergency power supply, transfer switch and auxiliary contacts.<br />
B. Work, items and requirements specified elsewhere that apply and/or relate to this Section<br />
include:<br />
1. Division 3 Concrete: Installing inserts, sleeves and anchors in concrete.<br />
2. Division 4 Masonry: Installing inserts, sleeves and anchors in masonry, if required for building type.<br />
3. Division 5 Metals:<br />
a. Provide hoist beams, pit ladders, steel framing, auxiliary support steel and divider beams for<br />
supporting guide-rail brackets.<br />
b. Providing steel angle sill supports and grouting hoistway entrance sills and frames.<br />
4. Division 9 Finishes: Providing elevator car finish flooring and field painting unfinished and shop primed<br />
ferrous materials.<br />
5. Division 15 Plumbing:<br />
a. Sump pit and oil interceptor.<br />
6. Division 15: Heating, Ventilation and Air Conditioning<br />
a. Heating and ventilating hoistways and machine rooms.<br />
7. Division 16 Sections:<br />
a. Providing electrical service to elevators, including fused disconnect switches.<br />
b. Heat and smoke sensing devices.<br />
c. Convenience outlets and illumination in machine room, hoistway and pit.<br />
C. Work Not Included: General Contractor shall provide the following in accordance with the requirements of the<br />
Model Building Code and ANSI A17.1 Code. For specific rules, refer to ANSI A17.1, Section 300 for<br />
hydraulic elevators. State or local requirements must be used if more stringent.<br />
1. Elevator hoist beam to be provided at top of elevator shaft. Beam must be able to accommodate proper<br />
loads and clearances for elevator installation and operation.<br />
2. Supply in ample time for installation by other trades, inserts, anchors, bearing plates, brackets, supports<br />
and bracing including all setting templates and diagrams for placement.<br />
3. Hatch walls require a minimum two hours of fire rating. Hoistway should be clear and plumb with<br />
variations not to exceed ½” at any point.<br />
4. Elevator hoistways shall have barricades, as required.<br />
5. Install bevel guards at 75 degrees on all recesses, projections or setbacks over 2” (4” for A17.1 2000<br />
areas) except for loading or unloading.<br />
6. Provide rail bracket supports at pit, each floor and roof. For guide rail bracket supports, provide divider<br />
beams between hoistway at each floor or roof.<br />
7. Pit floor shall be level and free of debris. Reinforce dry pit to sustain normal vertical forces from rails<br />
and buffers.<br />
8. Where pit access is by means of the lowest hoistway entrance, a vertical ladder of non-combustible<br />
material extending 42” minimum, (48” minimum for A17.1-2000 areas) shall be provided at the same<br />
height, above sill of access door or handgrips.<br />
9. Machine room to be enclosed and protected.<br />
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10. Machine Room temperature must be maintained between 55 and 90 F.<br />
11. If machine room is remote from the elevator hoistway, clear access must be available above the ceiling or<br />
metal/concrete raceways in floor for oil line and wiring duct from machine room.<br />
12. Access to the machinery space and machine room must be in accordance with the governing authority or<br />
code.<br />
13. Provide a 8”x16” cutout through machine room wall, for oil line and wiring duct, coordinated with<br />
elevator contractor at the building site.<br />
14. All wire and conduit should run remote from either the hoistways or the machine room.<br />
15. When heat, smoke or combustion sensing devices are required, connect to elevator machine room<br />
terminals. Contacts on the sensors should be sided for 120 volt D.C.<br />
16. Install and furnish finished flooring in elevator cab.<br />
17. Finished floors and entrance walls are not to be constructed until after sills and door frames are in place.<br />
Consult elevator contractor for rough opening size. The general contractor shall supply the drywall<br />
framing so that the wall fire resistance rating is maintained, when drywall construction is used.<br />
18. Where sheet rock or drywall construction is used for front walls, it shall be of sufficient strength to<br />
maintain the doors in true lateral alignment. Drywall contractor to coordinate with elevator contractor.<br />
19. Before erection of rough walls and doors; erect hoistway sills, headers, and frames. After rough walls are<br />
finished; erect fascias and toe guards. Set sill level and slightly above finished floor at landings.<br />
20. To maintain legal fire rating (masonry construction), door frames are to be anchored to walls and properly<br />
grouted in place.<br />
21. The elevator wall shall interface with the hoistway entrance assembly and be in strict compliance with the<br />
elevator contractor’s requirements.<br />
22. General Contractor shall fill the grout around entrances, as required.<br />
23. Elevator sill supports shall be provided at each opening.<br />
24. All walls and sill supports must me plumb where openings occur.<br />
25. For applications with jack hole, free and clear access to the elevator pit area for the jack hole-drilling rig is<br />
required.<br />
26. Where jack hole is required, remove all spoils from jack hole drilling.<br />
27. Where not provided by Elevator Contractor, jack hole shall accommodate the jack unit. IF required the<br />
jack hole is to be provided in strict accordance with the elevator contractor’s shop drawings.<br />
28. Locate a light fixture and convenience outlet in pit with switch located adjacent to the access door.<br />
29. A light switch and fused disconnect switch for each elevator should be located inside the machine room<br />
adjacent to the door, where practical, per the National Electrical Code (NFPA No. 70).<br />
30. As indicated by elevator contractor, provide a light outlet for each elevator, in center of hoistway (or in the<br />
machine room).<br />
31. For signal system and power operated door: provide ground and branch wiring circuits, including main<br />
line switch. For car light and fan: provide a feeder and branch wiring circuits, including main line switch.<br />
32. Wall thickness may increase when fixtures are mounted in drywall. These requirements must be<br />
coordinated between the general contractor and the elevator contractor.<br />
33. Provide supports, patching and recesses to accommodate hall button boxes, signal fixtures, etc.<br />
34. Locate telephone and convenience outlet on control panel.<br />
1.02 SUBMITTALS<br />
A. Product data: When requested, the elevator contractor will provide standard cab, entrance and signal fixture<br />
data to describe product for approval.<br />
B. Shop Drawings: in accordance with Section 01340<br />
1. Show equipment arrangement in the machine room/control space, pit and hoistway. Provide plans,<br />
elevations, sections and details of assembly, erection, anchorage, and equipment location.<br />
2. Indicate elevator system capacities, sizes, performances, safety features, finishes and other pertinent<br />
information.<br />
3. Show floors served, travel distances, maximum loads imposed on the building structure at points of<br />
support and all similar considerations of the elevator work.<br />
4. Indicate electrical power requirements and branch circuit protection device recommendations.<br />
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5. Elevator Manufacture to size the breaker and to provide information on shops for review.<br />
C. Baked enamel selection: Submit manufacturer’s standard selection charts for exposed finishes and materials.<br />
D. Plastic laminate selection: Submit two manufacture’s standard selection charts for exposed finishes and<br />
materials.<br />
E. Metal Finishes: Submit two manufacture’s standard samples.<br />
F. As-built Drawings: Final locations, sizing and conditions of installed system components.<br />
G. Operation and maintenance data. Include the following:<br />
1. Owners Manual and Wiring Diagrams.<br />
2. Parts list, with recommended parts inventory.<br />
1.03 QUALITY ASSURANCE<br />
A. Manufacturer Qualifications: An approved manufacturer with minimum fifteen years experience in<br />
manufacturing installing, and servicing elevators of the type required for the project.<br />
1. Must be the manufacturer of the power unit, controller, signal fixtures, door operators cab, entrances,<br />
and all other major parts of the elevator operating equipment.<br />
a. The major parts of the elevator equipment shall be manufactured in the United States, and not<br />
be an assembled system.<br />
2. The manufacturer shall have a documented, on-going quality assurance program.<br />
3. ISO-9001:2000 Manufacturer Certified.<br />
B. Installer Qualifications: The manufacturer of an authorized agent of the manufacturer with not less than fifteen<br />
years of satisfactory experience installing elevators equal in character and performance to the project elevators.<br />
C. Regulatory Requirements:<br />
1. ASME/ANSI A17.1 Safety Code for Elevators and Escalators, latest edition or as required by the local<br />
building code.<br />
2. Building Code: National<br />
3. NFPA 70 National Electrical Code<br />
4. NFPA 80 Fire Doors and Windows<br />
5. Americans with Disabilities Act Accessibility Guidelines (ADAAG).<br />
6. American Society for Testing and Materials<br />
7. Uniform Building Code<br />
8. National Standards Institute<br />
D. Fire-rated Entrance Assemblies: Opening protect assemblies including frames, hardware, and operation shall<br />
comply with ASTM E2074, UL10(B), and NFPA 80. Provide entrance assembly units bearing Class B or 1 ½<br />
hour label by a Nationally Recognized Testing Laboratory.<br />
E. Inspection and testing: Elevator Installer shall obtain and pay for all required inspections, test, permits and fees<br />
for elevator installation.<br />
1. Arrange for inspections and make required tests.<br />
2. Deliver to the Owner upon completion and acceptance of elevator work.<br />
1.04 DELIVERY, STORAGE AND HANDLING<br />
A. Manufacturing will deliver elevator materials, components and equipment and the contractor is responsible to<br />
provide secure and safe storage on job site.<br />
B. Store materials in original protective package. Prevent soiling, physical damage or wetting.<br />
C. Protect equipment and exposed finishes during transportation and erection against damage and stains.<br />
1.05 TEMPORARY USE<br />
A. Do not permit use of elevator for construction purposes or during construction period without written<br />
permission from the Owner's Representative.<br />
1.06 PROJECT CONDITIONS<br />
A. Provide the hole for the jack unit (if required by the type of jack provided), based on excavation through<br />
normal soil or clay which can be removed by manual digging or by standard truck-mounted regular drilling<br />
unit. Provide a casing if required to retain the walls of the hole. General contractor shall remove excavation<br />
spoils deposited in the elevator pit.<br />
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1. If a physical obstruction or hindrance is encountered below the ground surface, including boulers, rock,<br />
gravel, wood, metal, piling, sand, water, quick sand, caves, public utilities or any other foreign material,<br />
obtain written authorization to proceed with excavating using special excavation equipment.<br />
1.07 WARRANTY<br />
A. Warranty: Submit elevator manufacturer’s standard written warranty agreeing to repair, restore or replace<br />
defects in elevator work materials and workmanship not due to ordinary wear and tear or improper use or care<br />
for 12 months from date of Substantial Completion.<br />
1.08 MAINTENANCE<br />
A. This Contractor shall furnish regular maintenance service on the elevator for a period of twelve (12) months<br />
after satisfactory completion of the installation and acceptance by the Owner.<br />
B. This service shall include regular examination by trained employees, who shall do all necessary adjusting,<br />
greasing, oiling and supplying or parts (except parts made necessary by misuse, accidents or negligence)<br />
required to keep the elevator in operation.<br />
C. All such service shall be rendered without additional charge to the Owner.<br />
D. When work is required after regular working hours, the Owner will compensate the Contractor for any<br />
additional expense due to the payment of overtime wage rates.<br />
PART 2 - PRODUCTS<br />
2.01 MANUFACTURERS<br />
A. Manufacturer: ThyssenKrupp Elevator<br />
B. Other Acceptable Manufacturers:<br />
1. Otis<br />
2. Schindler Elevator Corp.<br />
2.02 ELEVATOR REQUIREMENTS<br />
A. Description of Elevator equipment: (based on ThyssenKrupp model)<br />
Quantity (1)<br />
Type of Machine AMEE 35 Oildraulic Elevator (Holed, Conventional jack)<br />
Capacity<br />
3,500 pounds<br />
Speed<br />
100 F.P.M<br />
Operation TAC 20<br />
Control<br />
Microprocessor – Keyed Use<br />
Rise<br />
Per Plans<br />
Maintenance Twelve Months<br />
Power Supply 480 volts, 3 phase, 60 hertz<br />
Lighting Supply 125 volts, 1 phase 60 hertz<br />
Car Enclosure DLP cab<br />
Clear Car Inside 6’-8” wide x 5’-5” deep<br />
Height Under Car -<br />
Top<br />
Height Under 8’-0” nominal<br />
Suspended Ceiling<br />
Type of Doors Side Opening Door<br />
Car Opening and 3’-6” wide x 7’-0” high<br />
Entrance Size<br />
Car Operating 2 at front<br />
Panel<br />
Machine Location Per Plans<br />
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B. Cab Interior/Exterior Finish:<br />
Walls<br />
Cab type TKLP, durable wood core finish on both sides with high<br />
pressure plastic laminate. Finish Windswept Bronze 4 794-60<br />
Ceiling<br />
Black grid with translucent panels.<br />
Floor<br />
Carpet (pindot) to be installed by Cinemark vendor.<br />
Paint Finishes Flax EN-1<br />
Main landing door #4 Stainless Steel panels, no.4 brushed finish<br />
& frame finish<br />
Typical Door & #4 Stainless Steel panels, no.4 brushed finish<br />
Frame Finish<br />
Cab Sills<br />
Aluminum, mill finish<br />
Cab Fronts Wrap around: Provide panels faced with brushed stainless steel<br />
C. Additional Devices:<br />
1. Illuminated Car Position Indicator (one)<br />
2. Car and Corridor Call Registered Lights<br />
3. Corridor Push Button Station.<br />
4. Hall lanterns with gongs at each entrance.<br />
5. Hall and car call buttons with raised numerals for the blind.<br />
6. Telephone compartments (one) and rail cables.<br />
7. Telephone instrument provided by Contractor and shall meet all ADA requirements.<br />
8. Any other items specifically required by the ADA.<br />
9. Security Features: Keyswitch feature<br />
10. Handrails: Provide 1.5” diameter cylindrical metal on side and rear walls on front opening cars and<br />
side walls only on front and rear opening cars. Handrails shall have a stainless steel brushed finish.<br />
11. Ventilation: Manufacturer’s standard exhaust fan, mounted on the car top.<br />
12. Car Top Inspection: Provide a car top inspection station with an “Auto-Inspection” switch, an<br />
“emergency stop” switch, and constant pressure “up and down” direction and safety buttons to make<br />
the normal operating devices inoperative. The station will give the inspector complete control of the<br />
elevator. The car top inspection station shall be mounted in the door operator assembly.<br />
D. Door Operation for Elevator:<br />
1. Door Operation: Provide a direct current motor driven heavy duty operator designed to operate the<br />
car and hoistway doors simultaneously. Door movements shall be electrically cushioned at both<br />
limits of travel and the door operating mechanism shall be arranged for manual operation in event of<br />
power failure. Doors shall automatically open when the car arrives at the landing and automatically<br />
close after an adjustable time interval or when the car is dispatched to another landing. Closed-loop,<br />
microprocessor controlled motor-driven linear door operator, with adjustable torque limits, also<br />
acceptable. AC controlled units with oil checks or other deviations are not acceptable.<br />
a. Door nudging operation to occur if doors are prevented from closing for an adjustable<br />
period of time.<br />
2. Door Protection Devices: Provide a door protection system using microprocessor controlled infrared<br />
light beams. The beams shall project across the car opening detecting the presence of a<br />
passenger or object. IF door movement is obstructed, the doors shall immediately reopen.<br />
3. Electric power for car and hoistway doors. Door operation shall conform to Handicapped<br />
Requirements.<br />
2.03 HOISTWAY EQUIPMENT<br />
A. Platform: Fabricated frame of formed or structural steel shapes, gusseted and rigidly welded with a wood<br />
subfloor. Underside of the platform shall be fireproofed.<br />
B. Sling: Steel stiles affixed to steel crosshead and bolstered with bracing members to remove strain from the car<br />
enclosure.<br />
C. Guide Rails: Steel, omega shaped, fastened to the building structure with steel brackets.<br />
D. Guide Shoes: Slide guides shall be mounted on tip and bottom of the car.<br />
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E. Buffers: Provide substantial buffers in the elevator pit. Mount buffers on a steel template that is fastened to<br />
the pit floor or continuous channels fastened to the elevator guide rail or securely anchored to the pit floor.<br />
Provide extensions if required by project conditions.<br />
F. Jack: Jack unit shall be of sufficient size to lift the gross load the height specified. Factory test jack to insure<br />
adequate strength and freedom from leakage. Brittle material, such as gray cast iron, is prohibited in the jack<br />
construction. Provide the following jack type: Twin post holeless telescopic 2-stage. Two jacks piped<br />
together, mounted one on each side of the car with each having two telescopic sections designed to extend in<br />
asynchronized manner when oil is pumped into the Assembly. Each jack section will be guided from within<br />
the casing or the plunger assembly used to house the section. Each plunger shall have a high pressure sealing<br />
system which will not allow for seal movement or displacement during the course of operation. Each Jack<br />
Assembly shall have a check valve built into the assembly to allow for automatically re-syncing the two<br />
plunger sections by moving the jack to its fully contracted position. The jack shall be designed to be mounted<br />
on the pit floor or in a recess in the pit floor. Each jack section shall have a bleeder valve to discharge any air<br />
trapped in the section.<br />
G. Automatic Self-Leveling: Provide each elevator car with a self-leveling feature to automatically bring the car to<br />
the landings and correct for over travel or under travel. Self-leveling shall, within its zone, be automatic and<br />
independent of the operating device. The car shall be maintained approximately level with the landing<br />
irrespective of its load.<br />
H. Wiring, Piping, and Oil: Provide all necessary hoistway wiring in accordance with the National Electrical<br />
Code. All necessary code compliant pipe and fittings shall be provided to connect the power unit to the jack<br />
unit. Provide proper grade oil as specified by the manufacturer of the power unit.<br />
2.04 POWER UNIT<br />
A. Power Unit (Oil Pumping and Control Mechanism): A self-contained unit consisting of the following items:<br />
1. Oil reservoir with tank cover.<br />
2. An oil hydraulic pump.<br />
3. An electric motor.<br />
4. Oil control valve with the following components built into single housing; high pressure relief valve,<br />
check valve, automatic unloading up start valve, lowering and leveling valve, and electro-magnetic<br />
controlling solenoids.<br />
B. Pump: Positive displacement type pump specifically manufactured for oil-hydraulic elevator service. Pump<br />
shall be designed for steady discharge with minimum pulsation to give smooth and quiet operation. Output of<br />
pump shall not vary more than 10 percent between no load and full load on the elevator car.<br />
C. Motor: Standard manufacture motor specifically designed for oil-hydraulic elevator service. Duty rating shall<br />
be selected for specified speed and load. Motor Code to be ‘A’ for solid state (soft start) starting.<br />
Maximum motor size to be 25 HP.<br />
D. Control System: Shall be microprocessor based and protected from environmental extremes and excessive<br />
vibrations in a NEMA 1 enclosure.<br />
E. Oil Control Unit: The following components shall be built into a single housing. Welded manifolds with<br />
separate valves to accomplish each function are not acceptable. Adjustments shall be accessible and be made<br />
without removing the assembly from the oil line.<br />
1. Relief valve shall be externally adjustable and be capable of bypassing the total oil flow without<br />
increasing back pressure more than 10 percent above that required to barely open the valve.<br />
2. Up start and stop valve shall be adjustable and designed to bypass oil flow during start and stop of<br />
motor pump assembly. Valve shall close slowly, gradually diverting oil to or from the jack unit,<br />
ensuring smooth up starts and up stops.<br />
3. Check valve shall be designed to close quietly without permitting any perceptible reverse flow.<br />
4. Lowering valve and leveling valve shall be adjustable for down start speed, lowering speed, leveling<br />
speed and stopping speed to ensure smooth “down” starts and stops. The leveling valve shall be<br />
designed to level the car to the floor in the direction the car is traveling after slowdown is initiated.<br />
F. Solid State Starting: Provide an electronic starter featuring adjustable starting currents.<br />
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G. Emergency Power Unit: The elevator shall be equipemd with an emergency power unit (EPU) such that<br />
upon loss of normal power, the elevator lights shall remain on and the elevator cab shall return to the<br />
ground floor and the doors open.<br />
2.05 HOISTWAY ENTRANCES<br />
A. Doors and Frames: Provide complete hollow metal type hoistway entrances at each hoistway opening<br />
bolted/knock down construction.<br />
1. Manufacturer’s standard entrance design consisting of hangers, doors, hanger supports, hanger covers,<br />
fascia plates, sight guards, and necessary hardware. Refer to Elevator finish table above.<br />
B. Interlocks: Equip each hoistway entrance with an approved type interlock tested as required by code. Provide<br />
door restriction devices as required by code.<br />
C. Door Hanger and Tracks: Provide sheave type two point suspension hangers and tracks for each hoistway<br />
horizontal sliding door.<br />
1. Sheaves: Polyurethane tires with ball bearings properly sealed to retain grease.<br />
2. Hangers: Provide an adjustable device beneath the track to limit the up-thrust of the doors during<br />
operation.<br />
3. Tracks: Drawn steel shapes, smooth surface and shaped to conform to the hanger sheaves.<br />
D. Hoistway Sills: Extruded metal, with groove(s) in top surface. Provide mill aluminum finish.<br />
2.06 CAR OPERATING STATION<br />
A. Car Operating Station, General: The main car control in each car shall contain the devices required for specific<br />
operation mounted in an integral swing return panel requiring no applied faceplate. Swing return shall have a<br />
brushed stainless steel finish. The main car operating panel shall be mounted in the return and complete with<br />
handicap requirements. Pushbuttons that illuminate using long lasting LED’s shall be included for each floor<br />
served, and emergency buttons and switches shall be provided per code. Switches for car light and accessories<br />
shall be provided.<br />
B. Emergency Communications System: Phone box provided. Instruments by others.<br />
C. Auxiliary Operating Panel: Not Required<br />
D. Column Mounted Car Riding Lantern: A car riding lantern shall be installed in the elevator cab and located in<br />
the entrance. The lantern, when illuminated, will indicate the intended direction of travel. The lantern will<br />
illuminate and a signal will sound when the car arrives at a floor where it will stop. The lantern shall remain<br />
illuminated until the door(s) begin to close.<br />
2.07 CONTROL SYSTEMS<br />
A. Controller: The elevator control system shall be microprocessor based and software oriented. Control of the<br />
elevator shall be automatic in operation by means of push buttons in the car numbered to correspond to floors<br />
served, for registering car stops, and by “up-down” push buttons at each intermediate landing and “call” push<br />
buttons at terminal landings.<br />
2.08 HALL STATIONS<br />
A. Hall Stations, General:<br />
Provide one pushbutton riser with faceplates having a brushed stainless steel finish.<br />
1. Phase 1 firefighter’s service key switch, with instructions, shall be incorporated into the hall station at<br />
the designated level.<br />
B. Floor Identification Pads: Provide door jamb pads at each floor. Jamb pads shall comply with Americans with<br />
Disabilities Act (ADA) requirements.<br />
2.09 MISCELLANEOUS ELEVATOR COMPONENTS<br />
A. Oil Hydraulic Silencer: Install an oil hydraulic silencer (muffler device) at the power unit location. The<br />
silencer shall contain pulsation absorbing material inserted in a blowout proof housing arranged for inspecting<br />
interior parts without removing unit from oil line.<br />
PART 3 - EXECUTION<br />
3.01 EXAMINATION<br />
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A. Before starting elevator installation, inspect hoistway, hoistway openings, pits and machine rooms/control<br />
space, as constructed and verify all critical dimensions, and examine supporting structures and all other<br />
conditions under which elevator work is to be installed. Check that all sleeves are correctly located. Check<br />
that all electrical outlets are correctly located. Do not proceed with elevator installation until unsatisfactory<br />
conditions have been corrected in a manner acceptable to the installer.<br />
3.02 INSTALLATION<br />
A. Install elevator systems components and coordinate installation of hoistway wall construction.<br />
1. Work shall be performed by competent elevator installation personnel in accordance with ASME A17.1,<br />
manufacturer’s installation instructions and approved shop drawings.<br />
2. Comply with the National Electrical Code for electrical work required during installation.<br />
B. Jack unit exaction: Drill or otherwise excavate below elevator pit construction as required to install the jack<br />
unit.<br />
1. Install casing for jack unit.<br />
2. Provide HDPE jack protection system for all in ground jacks.<br />
3. Set casing for jack unit assembly plumb, and partially fill with water-settled sand, eliminating voids.<br />
Back fill depth shall be sufficient to hold the bottom of the jack in place over time.<br />
C. Coordination: Coordinate elevator work with the work of other trades, for proper time and sequence to avoid<br />
construction delays. Use benchmarks, lines, and levels designated by the Contractor, to ensure dimensional<br />
coordination of the work.<br />
D. Alignment: Coordinate installation of hoistway entrances with installation of elevator guide rails for accurate<br />
alignment of entrances with cars. Where possible, delay final adjustment of sills and doors until car is operable<br />
in shaft. Reduce clearances to minimum safe, workable dimensions at each landing.<br />
E. Lubricate operating parts of system where recommended by manufacturer.<br />
3.03 FIELD QUALITY CONTROL<br />
A. Acceptance testing: Upon completion of the elevator installation and before permitting use of elevator, perform<br />
acceptance tests as required by A17.1 Code and local authorities having jurisdiction. Perform other tests, if<br />
any, as required by governing regulations or agencies.<br />
B. Advise Owner, Contractor, Architect, and governing authorities in advance of dates and times tests are to be<br />
performed on the elevator.<br />
3.04 ADJUSTING<br />
A. Make necessary adjustments of operating devices and equipment to ensure elevator operates smoothly and<br />
accurately.<br />
3.05 TEST<br />
A. Before final acceptance of the elevator equipment, the Architect will order such tests of the equipment as<br />
necessary in his opinion to determine that the requirements of the Contract have been carried out.<br />
B. The Contractor shall supply all necessary material, instructions, skilled help, connections, labor and weights for<br />
the requirements of the tests.<br />
3.06 CLEANING<br />
A. Before final acceptance, remove protection from finished surfaces and clean and polish surfaces in accordance<br />
with manufacturer’s recommendations for type of material and finish provided. Stainless stall shall be cleaned<br />
with soap and water and dried with a non-abrasive surface; shall not be cleaned with bleached-based cleansers.<br />
B. At completion of elevator work, remove tools, equipment, and surplus materials from site. Clean equipment<br />
rooms and hoistway. Remove trash and debris.<br />
3.07 PROTECTION<br />
A. At time a Substantial Completion of elevator work, or portion thereof, provide suitable protection coverings,<br />
barriers, devices, signs, or other such methods or procedures to protect elevator work from damage or<br />
deterioration. Maintain protective measures throughout remainder of construction period.<br />
3.08 DEMONSTRATION<br />
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A. General Contractor to set up demonstration between elevator subcontractor and Owner’s personnel.<br />
Instructing them in proper use, operations, and daily maintenance of elevators. Review emergency provision,<br />
including emergency access and procedures to be followed at time of failure in operation and other building<br />
emergencies. Train Owner’s personnel in normal procedures to be followed in checking for sources of<br />
operational failures or malfunctions.<br />
B. Make a final check of each elevator operation, with Owner’s personnel present, immediately before date of<br />
substantial completion. Determine that control systems and operating devices are functioning properly.<br />
END OF SECTION<br />
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PART 1 - GENERAL<br />
1.01 RELATED DOCUMENTS<br />
SECTION 15000<br />
MECHANICAL GENERAL CONDITIONS<br />
A. The General Conditions, and other pertinent documents issued by the Architect are a part of these<br />
specifications and shall be complied with in every respect; certain paragraphs included in this section<br />
are supplemental to similar paragraphs in the above documents and are not intended to supersede<br />
those paragraphs.<br />
B. Each Subcontractor shall be responsible for reading all sections of the specifications and reviewing all<br />
drawings in order to understand thoroughly the nature of the entire project, the requirements for<br />
coordination among the several trades, and items in other sections which apply to mechanical and<br />
electrical work.<br />
1.02 CONTRACT DOCUMENTS<br />
A. All contract documents are on file in the Architect's office and shall be inspected by all bidders.<br />
B. The scale of each drawing is relatively accurate, but the Contractor is warned to obtain the necessary<br />
dimensions for any exact takeoffs from the Architect. No additional cost to the Owner will be<br />
considered for failure to obtain exact dimensions where not clear or in error on the drawings. Any<br />
device or fixture roughed in improperly and not positioned on implied centerlines or as required by<br />
good practice must be repositioned at no cost to the Owner.<br />
C. The mechanical and electrical drawings and specifications are intended to be used together as<br />
construction documents forming an integral part of the contract documents. They are intended to<br />
define, not limit the required construction and delivery to the Owner of complete systems, in perfect<br />
operating condition. Special items required may be shown or mentioned in either the drawings or the<br />
specifications, or both; however, it is the intent of the Contract that these systems shall be constructed<br />
completely and correctly and shall include all elements necessary to this end.<br />
D. The drawings are generally diagrammatic and the Contractor shall coordinate the work so that any<br />
interference is avoided and the Codes are satisfied. Provide all necessary offsets in piping, fittings,<br />
etc., required to properly install the work. Exposed work must be kept as close as possible to walls,<br />
ceilings, columns, etc., so as to take up the minimum amount of space; all offsets, fittings, etc.,<br />
required shall be provided without additional expense to the Owner.<br />
E. Offsets, transitions and changes in direction in pipe and ducts shall be made as required to maintain<br />
proper headroom and pitch of graded lines. Provide all necessary traps, air vents, sanitary vents,<br />
etc., required as a result of these offsets, transitions and changes in direction.<br />
F. Symbols for various elements and systems are shown on the drawings. Should there be any doubt<br />
regarding the meaning or intent of the symbols used, an interpretation shall be obtained from the<br />
Architect. The decision of the Architect shall be final.<br />
G. It shall be the responsibility of each Contractor to examine the Contract Documents carefully before<br />
submitting his bid, with particular attention to errors, omissions, conflicts with provisions of laws and<br />
codes having jurisdiction, conflicts between drawings or drawings and specifications, and ambiguous<br />
definition of the extent of coverage between Contracts. Any such discrepancy shall be brought<br />
immediately to the attention of the Architect for correction. Change Orders will only be accepted for<br />
changes in scope. A “change in scope” is defined as work other than what was shown or intended.<br />
Costs for Change Orders will be reviewed and processed based on the standard labor rates for the<br />
area (either Union or non-Union) and these cost rates shall take precedence over any other<br />
contractual or agreed upon rates. All Change Order work shall be executed on a straight time basis<br />
(as opposed to overtime or premium time) unless specifically authorized in writing prior to the start of<br />
the work.<br />
H. Should any of these errors, omissions, conflicts, or ambiguities exist, the Contractor shall have them<br />
explained and adjusted in writing before signing the Contract or proceeding with the work; otherwise,<br />
he shall, at his own expense, supply the proper materials and labor to make good any damage or<br />
defects in his work or the results obtained therefrom, caused by such discrepancy.<br />
I. Wherever conflicts occur between different parts of the Contract Documents, the greater quantity, the<br />
better quality, or larger size shall prevail unless the Architect informs the Contractor otherwise in<br />
writing.<br />
Cinemark 15000 - 1 Mechanical General Conditions<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
J. When drawing revisions are issued, a written description of the changes will be issued with the<br />
revisions. The contractor is to provide pricing on a line item basis (with backup) to match the<br />
description of the written changes.<br />
1.03 EXAMINATION OF THE SITE<br />
A. Prior to submitting bid, the contractor shall visit the site and thoroughly investigate locations,<br />
connections and details of all services and systems which would in any way affect or tie-in with work<br />
of these drawings. No extras will be allowed for work resulting from conditions that would have<br />
been evident upon a thorough examination of the site. Notify the engineer prior to bid closing<br />
date of any discrepancies or points of doubt or contention. Failing this action, include in the bid<br />
for the most expensive course of action.<br />
1.04 PERMITS AND FEES<br />
A. All necessary permits, licenses, and fees required to carry out the work shall be procured by the<br />
Contractor. Also, all necessary certificates of approval which must be delivered to the Architect<br />
before final acceptance of the work shall be obtained by the Contractor at his expense.<br />
1.05 CONTRACTORS QUALIFICATIONS<br />
A. Each individual employed by the Contractor or by any Subcontractor or Contractor's Consultant shall<br />
be experienced, qualified and competent to correctly perform all work required of him on this project<br />
and to the satisfaction of the Architect.<br />
B. Technical, supervisory and administrative personnel shall have knowledge of the engineering<br />
principles involved in the design of the systems required by the Contract Documents and shall be<br />
experienced and qualified in the correct interpretation of the requirements of these Documents to the<br />
satisfaction of the Architect.<br />
C. Any firm or individual not having the necessary experience and/or qualifications shall not be used on<br />
this project.<br />
D. HVAC contractor must be certified by the Environmental Protection Agency (EPA) to handle<br />
refrigerant and maintain records of their certification throughout the duration of the project and during<br />
the subsequent one year warrantee period.<br />
1.06 CODES, ORDINANCES AND STANDARDS<br />
A. The Contractor is expected to know or to ascertain, in general and in detail, the requirements of all<br />
Codes and Ordinances applicable to the construction and operation of systems covered by his<br />
Contract. He shall know or ascertain the rulings and interpretations of Code requirements being<br />
made by all authorities having jurisdiction over the work to be performed by him.<br />
B. In preparing his bid, the Contractor shall include the cost of all items and procedures necessary to<br />
satisfy the requirements of all applicable Codes, Ordinances and Authorities, whether or not these are<br />
specifically covered by the drawings and specifications. All cases of serious conflict or omission<br />
between the drawings, specifications and codes shall be brought to the Architect's attention as<br />
hereinbefore specified. The Contractor shall carry-out his work and complete his construction as<br />
required by applicable Codes and Ordinances and in such manner as to obtain approval of all<br />
authorities whose approval is required without additional cost to the owner.<br />
C. The Contractor shall confine the storage of materials and the operation of his workmen to the limits<br />
provided by law, ordinances, permits or as directed by the Architect.<br />
D. Except as modified by this specification, all work shall conform to the applicable provisions and<br />
recommendations of the standards listed below. The following standards are incorporated into and<br />
made a part of these specifications:<br />
1. City of Napa and the State of California Mechanical, Plumbing and Fire Codes.<br />
2. NFPA- National Fire Protection Association.<br />
3. AGA - American Gas Association.<br />
4. ASME - American Society of Mechanical Engineers.<br />
6. ASTM - American Society Test Materials.<br />
7. ASHRAE - American Society of Heating, Refrigeration and Air Conditioning Engineers.<br />
8. NSF - National Sanitary Foundation.<br />
Cinemark 15000 - 2 Mechanical General Conditions<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
9. PDI - Plumbing Drainage Institute.<br />
10. UL - Underwriters' Laboratories.<br />
11. NEC - 2008 National Electrical Code.<br />
12. NEMA - National Electrical Manufacturers Association.<br />
13. SMACNA - Sheet Metal and Air conditioning Contractors National Association.<br />
14. OSHA- Occupational Safety and Health Act of 1990.<br />
15. ARI - American Refrigeration Institute.<br />
16. MSS- Manufacturers Std. Society of Valve and Fittings Ind.<br />
17. ANSI - American National Std. Institute.<br />
18. 2003 Life Safety Code.<br />
19. American Disability Act (ADA).<br />
20. Current Edition of California Building Codes<br />
1.07 SCOPE OF WORK<br />
A. The Contractor shall provide all labor, materials, tools, machinery, equipment, accessories, hardware,<br />
fasteners, layout, supervision, hoisting, scaffolding, shop drawings, cleanup, detailing, packaging,<br />
trucking, freight, delivery, permits, insurance and all services necessary to complete the mechanical<br />
work under this contract in accordance with all codes. All work shall be coordinated with the work of<br />
other trades so as to resolve conflicts without impeding job progress. All out of sequence work shall<br />
be included.<br />
B. The work includes but is not limited to the following systems, equipment and services:<br />
1. Self contained air conditioning units consisting of components indicated on the drawings or<br />
specified herein, including:<br />
a. Rooftop Units.<br />
b. Temperature controls.<br />
2. Air distribution system consisting of components indicated on the drawings or specified<br />
herein, including:<br />
a. Sheet metal ductwork.<br />
b. Grilles, registers, duct insulation, control dampers and fire dampers, etc.<br />
3. Plumbing system consisting of components indicated on the drawings and specified herein,<br />
including:<br />
a. Plumbing fixtures.<br />
b. Domestic hot water supply piping.<br />
c. Domestic cold water supply metering and piping.<br />
d. Drinking water fountains with coolers.<br />
e. Sanitary waste piping.<br />
f. Vent piping.<br />
g. Domestic water heaters.<br />
h. Floor drains.<br />
I. Pipe Insulation<br />
j. Gas metering and piping<br />
k. Grease Traps.<br />
4. Furnishing of shop drawings and brochures.<br />
5. Furnishing of "as-built" drawings.<br />
6. Balancing and adjusting of mechanical systems.<br />
7. Furnishing operating and maintenance manuals.<br />
8. Miscellaneous items as required for complete and functioning systems as indicated on the<br />
drawings and specified herein.<br />
9. All systems, equipment, and services specified herein shall be furnished and installed<br />
complete and ready for use.<br />
10. Installation of a new and complete combination standpipe/sprinkler system.<br />
11. Installation of seismic restraints.<br />
C. The subcontractors understand and agrees that time is of the essence, and in the event overtime or<br />
premium is required to maintain pace with the construction schedule due to the subcontractor’s lack<br />
of progress, it will be performed at no additional cost.<br />
D. The work included herein may not be performed in a continuous cycle but in various stages as<br />
determined by the General Contractor, the Owner, or delivery of Owner furnished items or equipment.<br />
This contractor shall perform the work out of sequence as directed without any additional cost to the<br />
Owner or the General Contractor. The subcontractor shall include any required overtime expense at<br />
no additional cost to the Owner or General Contractor to meet the milestone dates and occupancy<br />
Cinemark 15000 - 3 Mechanical General Conditions<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
dates in accordance with the General Contractor's schedule.<br />
E. On union projects, the contractor is to be responsible for employing the proper tradesmen per union<br />
jurisdiction, past, present, and future. The subcontractor is also responsible for taking whatever<br />
measures that may be necessary, including composite crews, to settle any labor disputes and insure<br />
job continuity at no additional cost to the Owner. Should questions of union jurisdiction arise, the<br />
contractor shall immediately take steps to settle such disputes and will use such labor as may be<br />
determined to have jurisdiction, at no additional cost to the Owner or General Contractor. Should he<br />
fail to take expeditious action, he will be responsible for the time lost and monetary damages<br />
because of delays arising from such disputes.<br />
F. Provide one HVAC and one plumbing technicians for 24 hours (exact schedule to be<br />
determined by the Owner’s project managers) at the time of the theatre opening.<br />
G. Assist the Mechanical Commissioning agent as per Section 15995.<br />
1.08 COORDINATION OF WORK<br />
A. The Contractor shall coordinate work of this Division with that of other Divisions so that all systems,<br />
equipment and other components of the building will be installed at the proper time, will fit the<br />
available space, and will allow proper service access to those items requiring maintenance. This<br />
means adequate access to all equipment, not just that installed under this Division.<br />
B. Any components of the Mechanical Systems which are installed without regard to the above shall be<br />
removed and relocated as directed by the architect, at no additional cost to the Owner.<br />
C. Where various items of equipment and materials are specified and scheduled, the purpose is to<br />
define the general type and quality level, not to set forth the exact trim required to fit the various types<br />
of ceiling, wall or floor finishes. The Contractor shall provide materials which will fit (both<br />
dimensionally and color) properly the types of finishes actually installed.<br />
D. In the event of conflict with other trades or work, the following priority shall be followed: lighting,<br />
HVAC, plumbing, sprinklers. The HVAC, plumbing, and sprinkler contractors shall provide what ever<br />
materials, offsets, labor etc. required to provide the required coordination and the priorities listed<br />
above.<br />
E. Where the word verify is used on the documents, the contractor shall field verify the existing<br />
conditions and modify the scope of the installation as required to meet the verified conditions without<br />
additional cost to the Owner..<br />
PART 2 - PRODUCTS<br />
2.01 STANDARD PRODUCTS<br />
A. Each item of equipment furnished under this specification shall be essentially the standard product of<br />
the manufacturer. Where two or more units of the same kind or type of equipment are required, these<br />
shall be the products of a single manufacturer. All equipment shall be U.L. approved (labeled) and<br />
shall be manufactured in the U.S.A.<br />
B. All material and equipment shall be new, and of the best quality used in good commercial practice<br />
and shall be the product of a reputable manufacturer. Each major component shall bear a name plate<br />
giving the name and address of the manufacturer and the catalogue number of designation.<br />
2.02 MANUFACTURER'S DIRECTIONS<br />
A. All manufactured articles, materials and equipment shall be applied, installed, connected, erected,<br />
used, cleaned and conditioned as directed by the manufacturers, unless herein specified to the<br />
contrary.<br />
2.03 SUBSTITUTION OF MATERIALS AND EQUIPMENT<br />
A. In general, no substitutions will be allowed. The Contractor shall submit with each request for<br />
approval of substitute material or equipment, sufficient data to show conclusively that it is equivalent<br />
to that specified. Acceptance or rejections of the substitutions when permitted shall be subject to the<br />
approval of the Engineer. Under no circumstances will the Engineer be required to prove that an<br />
item proposed for substitution is equal to the specified items. It is mandatory that the Contractor<br />
Cinemark 15000 - 4 Mechanical General Conditions<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
submit (email) prior to bid to the Engineer in writing all evidence required to support his contention<br />
that the item proposed for substitution is equal to the item indicated in the plans and specifications.<br />
All requests for substitution must be made at least 2 weeks prior to bid and shall be approved<br />
via email.<br />
B. Requests for substitution shall include the Contractor's reason for the request.<br />
C. If the Engineer does not consider the items equivalent to those specified, the Contractor shall furnish<br />
those specified.<br />
2.04 EQUIPMENT INSTALLATION<br />
A. When the Architect has reviewed equipment submittals it shall be the responsibility of the Contractor<br />
to install the equipment to operate properly and in accordance with the intent of the drawings,<br />
specifications, and codes.<br />
B. Work and equipment shall be supported plumb, rigid and true to line. The Contractor shall study the<br />
general, structural, mechanical and electrical drawings, shop drawings and catalog data to determine<br />
how equipment, fixtures, piping, ductwork, etc., are to be installed, and shall provide foundations,<br />
bolts, inserts, stands, hangers, brackets and accessories for proper support whether or not shown on<br />
the drawings. When directed, the Contractor shall submit for review drawings showing foundations<br />
and supports.<br />
C. DRIVES AND BELT GUARDS: The Contractor shall provide for each V-belt drive or rotating shaft a<br />
protective guard which shall be constructed around an angle iron frame, securely bolted to the floor or<br />
apparatus. The guard shall completely enclose drives and pulleys and be constructed to comply with<br />
all safety requirements. Hinged access doors not less than 6" x 6" shall be provided for access to<br />
motors and fan shafts for test purposes. Guards shall not interfere with lubrication of equipment.<br />
D. All equipment shall be installed with adequate maintenance access. Any equipment installed without<br />
adequate access shall be relocated at the contractor’s expense.<br />
2.05 NAMEPLATES AND EQUIPMENT IDENTIFICATION<br />
A. NAMEPLATES: Each major item of equipment shall have the manufacturer's name, address, serial<br />
number and model number on a plate securely attached to the item.<br />
B. EQUIPMENT IDENTIFICATION: Unless specified otherwise, all items of equipment, except those in<br />
finished areas shall be identified as to number, name, function, capacity and other pertinent data with<br />
securely attached laminated plastic name tags of an appropriate size with white letters and black<br />
background. Generally, the number and name shall be at least 1/4" high and other data at least 1/8"<br />
high. Rooftop equipment shall have the number neatly stenciled on the unit with black 5" high<br />
numerals.<br />
2.06 ELECTRICAL REQUIREMENTS<br />
A. ELECTRICAL WIRING: Electrical wiring for mechanical equipment is separated into two main wiring<br />
divisions: "Power Wiring" and "Control Wiring".<br />
B. Power wiring shall be the energy source and includes circuit protective devices, motor starters or<br />
controllers, conduit, wiring and safety disconnects beginning at the Power Supply and terminating at<br />
the motor or terminals on equipment.<br />
C. Control wiring comprises conduit and wiring not included in "Power Wiring" including automatic<br />
temperature control wiring, interlock wiring, pilot light and signal wiring, energy management system<br />
wiring, etc., that is not included as part of prewired equipment but is necessary for the proper<br />
operation or safety of the equipment. Approved "point to point" wiring and interlock diagrams shall be<br />
furnished under Division 15 and by all equipment suppliers.<br />
D. Unless otherwise noted, "Power Wiring" and "Control Wiring" shall be furnished and installed under<br />
Division 16 of the specifications, under the advisement of the equipment supplier and mechanical<br />
contractor in accordance with Division 15 of these specifications.<br />
E. MOTORS AND EQUIPMENT CONTROL: Each motor, each item of electrically driven equipment and<br />
each manufactured combination of motors and equipment shall be provided with controllers and pilot<br />
devices that will perform the functions as specified. Controllers and pilot devices shall conform to<br />
NEMA Standard ICL and UL Standard for Industrial Control Equipment.<br />
Cinemark 15000 - 5 Mechanical General Conditions<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
F. Starters: All starters shall be provided by the electrical contractor.<br />
G. Controllers shall have overload relays in all ungrounded conductors. Overload relays shall be sized to<br />
protect the motor, with consideration being given to the ambient temperature in which the motor and<br />
controllers are located.<br />
H. Starters, motor controls, push-button stations, selector switches, pilot lights, relays, automatic<br />
temperature controllers, safety devices, solenoids and similar devices that are normally included as<br />
an integral part of the equipment shall be furnished by the Contractor furnishing the equipment.<br />
Starters that are not provided as integral parts of the equipment shall be furnished under Division 16.<br />
All starters shall be installed under Division 16.<br />
I. Disconnect switches, except where furnished factory mounted, shall be supplied and installed under<br />
Division 16.<br />
J. Starters, pilot lights, controllers, push buttons, and similar devices located in finished spaces shall be<br />
flush mounted in a surface painted to match surrounding finish.<br />
PART 3 - EXECUTION<br />
3.01 SUBMITTALS<br />
A. The purpose of these submittals is to aid the Contractor in such a manner that improper or<br />
unacceptable materials are not delivered to or installed on the job, and that all materials and<br />
equipment are properly installed.<br />
B. Equipment, materials, layout, and fabrication submittals must show sufficient data to indicate<br />
complete compliance with Contract Documents as follows:<br />
1. Proper sizes and capacities.<br />
2. The item will fit in the available space in a manner that will allow proper service.<br />
3. Construction methods, materials and finishes.<br />
C. Catalog data must be clearly marked to indicate the items or mode. All information on a catalog sheet<br />
not pertaining to the item being submitted must be marked out.<br />
D. All submittals must be bound in one Adobe PDF file with a table of contents listing all items in that<br />
specific submittal. Loose catalog sheets or drawings will not be acceptable. A separate brochure will<br />
be required for each type of equipment.<br />
E. For any item to be installed in or on a finished surface (such as tee bar acoustical ceiling, plaster<br />
wall), the submittal certifies that the contractor has checked all applicable Contract Documents and<br />
that the item submitted is compatible with the surface finish and color on which it is to be installed.<br />
F. See the chart on sheet MEP0.1 for the list of submittals.<br />
G. All submittal drawings must be submitted electronically. All drawings must be submitted<br />
(emailed) in AutoCad DWG format. All cut sheets must be submitted in Adobe .PDF format (as<br />
one file per submittal) . Do not submit paper, binders or notebooks. Include the<br />
AutoCad STB file (pen weights) with the submittal.<br />
H. Submittals shall be provided to Commissioning Agent for review.<br />
3.02 CONTRACTOR'S DRAWINGS<br />
A. The Contractor shall submit to the Engineer for approval prior to beginning this work one electronic<br />
copy in DWG format on the equipment proposed to be furnished and installed. Equipment cut<br />
sheets shall be submitted as one electronic copy in Adobe “.PDF” format (one PDF file per<br />
submittal).<br />
3.03 RECORD DRAWINGS<br />
A. The Contractor shall obtain, at his expense, a set of white prints and keep these on the jobsite during<br />
construction. During the course of construction, the Contractor shall mark on these prints deviations<br />
from the contract documents, noting particularly locations of those items which will need to be located<br />
for servicing.<br />
B. Upon completion of the installation, obtain from the Engineer a complete set of vellum<br />
Cinemark 15000 - 6 Mechanical General Conditions<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
transparencies. Enter thereon, in a neat and accurate manner, a complete record of all revisions of<br />
the original drawings, as actually installed. All revisions are to be identified in a professional manner<br />
equal to the presentation of the original Contract Documents; however all deviations shall be clearly<br />
identified. Submit one (1) set of vellum transparencies and black and white prints of these revised<br />
transparencies to the Engineer for review. The cost for transparencies and for making required<br />
changes to be borne by the appropriate Subcontractor.<br />
3.04 PRODUCT DELIVERY, STORAGE AND HANDLING<br />
A. The Contractor shall follow the manufacturer's directions completely in the delivery, storage and<br />
handling of equipment and materials.<br />
B. Equipment and materials shall be tightly covered and protected against dirt, water, chemical or<br />
mechanical injury and theft. At the completion of the work, fixtures, equipment and materials shall be<br />
cleaned and polished thoroughly and shall be in a condition satisfactory to the Architect.<br />
C. Coordinate with Section 01352 IAQ Management"<br />
3.05 UTILITIES, REGULATIONS, METERS<br />
A. Locations and elevations of utilities have been obtained from shell building drawing or to other<br />
sources and are offered as a general guide only, without guarantee as to accuracy. The Contractor<br />
shall verify the exact location and elevation of utilities and their relation to the work before entering<br />
into a contract.<br />
B. The Contractor shall arrange with the landlord and utility companies for service connections, purchase<br />
of meters and vaults, verifying locations and patching pavements, sidewalks, and other surfaces, and<br />
restoring them to their original condition.<br />
C. The Division 15 contractor shall be responsible for final connection of domestic water service, storm<br />
system, sanitary system, and fire service to the building utilities.<br />
D, Meters shall be installed in coordination with the project Measurement & Verification<br />
Plan.<br />
3.06 PROTECTION OF WORK AND PROPERTY<br />
A. The Contractor shall take proper precautions to protect adjacent property, as provided by law and the<br />
Contract Documents, with which his work comes in contact, or over which he may have occasion to<br />
transport, hoist or move materials, equipment debris, etc., and shall satisfactorily repair and make<br />
good any damages caused by him during construction operations.<br />
B. The Contractor shall provide and maintain suitable temporary sidewalks, fences or other structures as<br />
required by law, or as otherwise necessary for the protection of workmen and passersby and as<br />
necessary to prevent obstruction or interference with traffic in public streets or sidewalks, or private<br />
right-of-way. He shall leave access to all fire hydrants, provide temporary walkways around any<br />
obstructions made in any public place on account of his work and maintain sufficient lights and<br />
barricades to protect passersby at night. All streets, curbs and sidewalks shall be maintained in good<br />
condition and so left at the completion of the work. The Contractor shall make all necessary<br />
arrangements and perform all services required in connection with or as occasioned by his work for<br />
the care, protection and maintenance of all public utilities, including fire hydrants, pipe lines and<br />
electrical and/or telephone, telegraph and all other items of similar character on or adjacent to the<br />
site, assuming all responsibility and payment of all cost incidental to such care and protection or<br />
rectification of damage done for which the Owner might otherwise be liable.<br />
3.07 CLEANING UP AND REMOVAL OF RUBBISH<br />
A. The Contractor shall be responsible for keeping the premises (including the outside area) free of all<br />
rubbish, debris and waste materials of every kind at all times during the Contract period. This<br />
requirement is mandatory and shall apply regardless of whether such rubbish, etc., accumulates in<br />
consequence of his work of his Subcontractors operations.<br />
3.08 PROTECTIVE COATINGS<br />
Cinemark 15000 - 7 Mechanical General Conditions<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
A. Exterior surfaces of pipes, ducts, louvers, hangers and other metal accessories run in or through<br />
concrete floor, underground or in crawl spaces, and surfaces in contact with masonry or mortar shall<br />
be painted two coats of acid resisting bituminous base paint.<br />
B. Exterior surfaces of pipes, ducts, hangers and other metal accessories exposed to the weather shall<br />
be painted with two coats of epoxy enamel paint of a color selected by the Architect in accordance<br />
with the Painting Section.<br />
c. All adhesives, sealants, paints and coatings within the building envelope must<br />
comply with emission limits outlined in Section 01352 IAQ Management."<br />
3.09 LUBRICATION<br />
A. The Contractor shall provide lubrication for the operation of all equipment until it has been accepted.<br />
The Contractor shall be held responsible for all damage to bearings while the equipment is being<br />
operated by him up to the date of acceptance of the equipment. The Contractor shall be required to<br />
protect all bearings during installation and shall grease steel shafts thoroughly to prevent corrosion.<br />
All motors and other equipment shall be provided with covers as required for proper protection during<br />
construction.<br />
3.10 VALVE AND PIPE IDENTIFICATION<br />
A. VALVES: Not Used<br />
B. PIPING:<br />
1. All visible piping located in accessible spaces such as equipment rooms, spaces, shall be<br />
identified with all temperature pipe markers as manufactured by W. H. Brady Company, 431<br />
West Rock Ave., New Haven, Connecticut, or approved equal.<br />
2. Generally, markers shall be located on each side of each partition, on each side of each tee,<br />
on each side of each valve and/or valve group, on each side of each piece of equipment,<br />
and, for straight runs, at equally spaced intervals not to exceed 75 feet. In congested areas,<br />
markers shall be placed on each pipe at the points where it enters and leaves the area and at<br />
the point of connection to each piece of equipment and automatic control valve.<br />
3. Markers shall be installed after final painting of all piping and equipment and in such a<br />
manner that they are visible from the normal maintenance position. Manufacturer's<br />
installation instructions shall be closely followed. The surface of all insulation shall be sealed<br />
with clear lacquer before applying markers.<br />
4. After the installation of the marker, the label and pipe shall be coated with clear lacquer.<br />
5. All piping must be identified in the manner required by the governing authorities.<br />
3.11 CATALOG DATA FOR OWNER<br />
A. The Contractor shall provide in loose-leaf binders a compilation of catalog data of each manufactured<br />
item of equipment used in the mechanical work and shall present this compilation to the Architect for<br />
transmittal to the owner before final payment is made. Descriptive data and printed installation,<br />
operation and maintenance instructions for each item of equipment shall be included. A complete<br />
double index shall be provided as follows:<br />
1. Listing the products alphabetically by name.<br />
2. Listing the names of manufacturers whose products have been incorporated in the work<br />
alphabetically together with their addresses and the names and addresses of the local sales<br />
representatives.<br />
3.12 CHARTS, DIAGRAMS AND SCHEMATICS: Not Used<br />
3.13 EQUIPMENT START-UP AND TESTING<br />
A. The Contractor shall conduct start-up and operating tests of each major item of equipment in<br />
accordance with these specifications and the drawings.<br />
Cinemark 15000 - 8 Mechanical General Conditions<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
3.14 GUARANTEE<br />
A. The Contractor shall and does hereby guarantee for a period of one year from date of final<br />
acceptance by the Architect all work as called for in the various Divisions of these specifications.<br />
When such work is performed by Subcontractors, and where special guarantees are required by<br />
Subcontractors, the Contractor shall secure warranties from said Subcontractors and deliver copies of<br />
same to the Owner upon completion of the work.<br />
B. The Contractor shall replace with new materials and/or equipment any material failing to give<br />
satisfactory service during the guarantee period and shall replace any refrigerant or oil lost during the<br />
guarantee period. Replacement of materials, equipment, oil or refrigerant, including all labor involved,<br />
shall be at no cost to the Owner.<br />
C. Nothing in the above intends or implies that this guarantee shall apply to work which has been abused<br />
or neglected by the Owner.<br />
END OF SECTION<br />
Cinemark 15000 - 9 Mechanical General Conditions<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
SECTION 15034<br />
HVAC TESTING AND BALANCING<br />
PART 1 - GENERAL<br />
l.01 RELATED DOCUMENTS<br />
A. The general provisions of the Contract, including General and Supplementary Conditions, apply to the<br />
work specified in this Section.<br />
1.02 RELATED WORK SPECIFIED ELSEWHERE<br />
A. All other Sections of Division 15.<br />
B. All other Divisions of the Contract Documents. Refer to each Division's specifications and drawings<br />
for all requirements.<br />
1.03 SCOPE<br />
A. All air handling systems are to be balanced to accomplish flows and other conditions shown or<br />
indicated on the drawings and/or specified herein to the complete satisfaction of the Architect.<br />
B. The balance contractor shall provide all instruments, materials and labor to perform the balancing and<br />
to obtain and record all measurements. However, the preparation for and the corrections necessary<br />
for the testing, adjusting, balancing (including the replacement of sheaves) are the responsibility of<br />
the HVAC contractor. At the completion of the project, the theatre test and balance contractor<br />
shall furnish and install (replace) all of the RTU factory variable sheaves with new fixed<br />
sheaves.<br />
C. The balance contractor shall furnish one electronic copy of reports to the Engineer for all reports<br />
required for this project.<br />
D. Final values obtained from the test and balance shall meet ( 5%) the conditions shown or indicated<br />
on the drawings. Equipment not delivering values meeting or exceeding the stated values shall be<br />
corrected until such specified values are obtained. Note that the air flows shown on the plans,<br />
drawings, and schedules are actual air flows (non-standard CFM) which have been corrected<br />
for local conditions including altitude. The reported air flow values from the test and balance<br />
are also to be actual air flows (non-standard CFM).<br />
E. The Test and Balance (TAB) Contractor shall be independent of the installing HVAC Contractor and<br />
shall be contracted directly to the General Contractor. The TAB Contractor shall be certified by<br />
either National Environmental Balancing Bureau (NEBB) or Associated Air Balance Council (AABC).<br />
Qualifications, procedures and sample of forms shall be submitted for approval before beginning<br />
work.<br />
F. Air Balancing: All space conditioning and ventilation systems shall be balanced to the quantities<br />
specified in these plans, in accordance with the National Environmental Balancing Bureau (NEBB)<br />
Procedural Standards (1983) or Associated Air Balance Council (AABC) National Standards for<br />
Testing and Balancing Heating, Ventilating, and Air Conditioning Systems, fifth edition 1989.<br />
G. Assist the Mechanical Commissioning Agent as per Section 15995.<br />
PART 2 – PRODUCTS :<br />
Not used.<br />
PART 3 - EXECUTION<br />
3.01 General<br />
A. Test all equipment and make all final adjustments and replacements necessary to place the system in<br />
proper operating condition, Operate the system under normal operating conditions for a minimum of 8<br />
hours, and instruct the owner's mechanic in the operation and maintenance of the system.<br />
B. Contractor shall provide for a second start-up of each unit at the beginning of the season opposite<br />
that in which the system is first operated and tested. Report initial and final values.<br />
C. Air Handling, Exhaust and Distribution: Balance the individual rooftop to equipment and adjust<br />
Cinemark 15034 - 1 HVAC Test & Balance<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
dampers, registers, and diffusers so that air distribution will be uniform for the entire system, with<br />
tests showing air quantities indicated for each inlet, outlet; quantities shall not vary by more than -5 %<br />
from those indicated on the schedule. For smoke control fans, SEF in smoke zone 1 balance to 0.05<br />
inches water across smoke and non-smoke zone.<br />
a. Determine air velocity at outlets with a velometer or anemometer, or determine cubic<br />
feet per minute with a test hood.<br />
b. Obtain approval of the desired method of taking velocity readings before starting<br />
balancing or tests,<br />
c. All instruments shall be calibrated accurately before use.<br />
d. Submit report of final tests, giving fan RPM, CFM. at each outlet, instrument<br />
readings, voltage chips and other pertinent operating data as directed. Report shall<br />
be neatly bound.<br />
D. Projector exhaust fans: Balance to the CFM indicated on the drawings +5% or 95 degrees discharge<br />
temperature. Air flow shall be measured by duct traverse with all ducts and equipment connected and<br />
operating. The air temperatures in and out shall be reported.<br />
E. All other exhaust: All other exhaust grilles and registers shall be balanced to 5 percent of the valves<br />
indicated on the drawings.<br />
F. The methodology for properly adjusting the RTU fan speed and total air flow is as follows:<br />
1. Determine the proper diameter of the replacement sheave to achieve the specified air flow.<br />
2. Replace the variable sheave.<br />
3. With all volume dampers 100% open, slow the fan speed to the lowest possible RPM to achieve<br />
to total specified air flow or as close as possible.<br />
4. Proportionally balance the diffusers in the auditorium.<br />
G. Barometric Relief Dampers:<br />
1. Adjust the damper counter balance to allow the damper to open at .050" w.c.<br />
H. Coordinate pre-function checklist, startup and system functional testing with Commissioning<br />
Agent. Coordinate retesting as necessary until satisfactory performance is verified.<br />
3.02 CONTROLS:<br />
A. The ATCS Control vendor shall calibrate and adjust all thermostats (and sensors) and other<br />
controlling devices; he shall place control systems in satisfactory operating condition; he shall also<br />
instruct the Owner’s assigned operating personnel in the operation and maintenance of these<br />
controls.<br />
B. The ATCS Control vendor shall furnish diagrammatic layouts of automatic control systems and a set<br />
of printed instructions to the Owner, for both operation and maintenance.<br />
3.03 SYSTEM OPERATING TESTS<br />
A. After the successful completion of all equipment start-up and test requirements, the following formal<br />
testing and balancing shall be performed on the complete mechanical system:<br />
1. Testing and Balancing by the Contractor: The Contractor shall prove the operation of the<br />
mechanical system and of each individual item in the system. At least 10 days' notice shall be<br />
given to the Architect of such tests. Should any item of the system fail to perform in an<br />
approved manner, this test shall be repeated until the operating test is approved by the<br />
Architect.<br />
2. Checking by Owner and Architect: Following the successful completion of the first operating<br />
tests by the Contractor and Commissioning Agent and submission of the completed test<br />
and balance report, the Owner and the Architect shall have the privilege of making such tests<br />
as they may desire during a period of three weeks to ascertain in detail if any corrections are<br />
to be made to the system. At the end of testing by the Owner and Architect the Architect shall<br />
direct the Contractor in writing to make such corrections to the systems as are within the<br />
scope of the contract.<br />
3. Contractor's Corrections to System: The HVAC Contractor shall make all required corrections<br />
to the systems and shall notify the Architect in writing that he has completed the corrections<br />
outlined and shall give at least seven days' notice of a final operating test. Revised test and<br />
balance reports shall be submitted after the corrective action is completed.<br />
4. Final Operating Test: An operating test shall be performed by the Contractor to the<br />
Cinemark 15034 - 1 HVAC Test & Balance<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
satisfaction of the Architect and the Owner for a period of one day. Should any element of<br />
the system not perform properly, the Contractor shall make all required corrections, and the<br />
test shall be repeated until successfully performed.<br />
B. Instruments: The Contractor shall provide all instruments, materials and labor to perform the tests and<br />
to obtain and record the measurements specified herein, including the furnishing of all required record<br />
forms as approved by the Architect.<br />
C. The HVAC Contractor shall furnish to the TAB Contractor complete shop drawings and catalog data<br />
for all air moving equipment and apparatus, including fan curves.<br />
D. The HVAC contractor shall install new filters and filter media prior to the final air balance. Filters<br />
are to be MERV 13 filtration required for return and supply. Provide product<br />
data submission for filtration media.<br />
E. The test and balance contractor shall perform all tests and generate reports required by the governing<br />
authorities for all life safety and HVAC systems, including, but not limited to smoke detectors and<br />
combination fire/smoke dampers, etc.<br />
3.04 Final Test and Balance Report<br />
A. Proposed forms and the qualifications of the TAB contractor, including AABC/NEBB Certification<br />
proposed by the Contractor shall be submitted to the Architect for approval at least four weeks prior to<br />
the start of testing. Approval for all of the above shall be obtained prior to the start of testing.<br />
B. Reported Measurements and Data:<br />
1. Electrical: Running amperes and voltage of each motor 3/4 horsepower or larger.<br />
2. Blower speed<br />
2. Static pressure gains or losses at entrance and exit of each filter, coil, fan and damper.<br />
3. Air temperatures in each heated or air conditioned space, at the entrance and exit of each<br />
coil, and unit, downstream from each pair of dampers where air of two different<br />
temperatures is mixed and outside the structure.<br />
4. Air flows at each fan.<br />
5. Air flows at each grille, register, and diffuser.<br />
6. Maximum and minimum air flows at each terminal box.<br />
7. V-Belt drive: driven sheave diameter and RPM; motor sheave diameter and RPM; belt size<br />
and quantity; and center to center distance, maximum, minimum and actual.<br />
C. Presentation of the report shall be four neatly bound copies of a typed report of the final operating test<br />
shall be submitted to the Architect for approval and subsequent transmittal to the Owner.<br />
D. The report shall include a title page stating the following information: TAB Company name, company<br />
address, company telephone and fax numbers, project name, project location, General Contractor<br />
Name, Certifying TAB Engineer.<br />
E. The report shall be sealed by an engineer registered in the state in which the project is<br />
constructed.<br />
3.04 FINAL JOB MEETING:<br />
A. At job completion, all Division 15 and 16 representatives shall meet at the job site and shall jointly<br />
inspect, check and test each control circuit, interlock circuit and power circuit to each piece of<br />
equipment. The Architect, Engineer and Owner shall be advised in writing of the time and date of this<br />
inspection in sufficient time to allow them to make arrangements to have a representative present if<br />
desired.<br />
END OF SECTION<br />
Cinemark 15034 - 1 HVAC Test & Balance<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
PART 1 - GENERAL<br />
1.01 RELATED DOCUMENTS<br />
SECTION 15300<br />
FIRE PROTECTION<br />
A. The general provisions of the Contract, including General Conditions, apply to the work specified in<br />
this Section.<br />
1.02 RELATED WORK SPECIFIED ELSEWHERE<br />
A. All other Sections of Division 15.<br />
B. All other Divisions of the Contract Documents. Refer to each Division's specifications and drawings<br />
for all requirements.<br />
1.03 SCOPE<br />
A. Design, furnish and install a new fire protection system for the building as specified, as shown on the<br />
drawings, and as required by all Authorities having jurisdiction over this project. Install new fire<br />
sprinkle system in all new or remodeled areas. Install a new fire entry, including all valves, fittings,<br />
test stations, headers and controls, Extend and connect the new fire sprinkler system to the site or<br />
the building main.<br />
B. The requirement that the entire fire protection installation shall be as required by and subject to the<br />
approval of the Authorities, shall govern the installation for this project. The design documents are<br />
intended as a guide for the installation; omission of specific indication of any item or apparently<br />
contradictory statements shall not relieve the Contractor of the responsibility of furnishing and<br />
installing that item if it is required by the Authorities. The design documents state the minimum<br />
requirements of the system.<br />
C. Upon completion of the work, this Contractor shall be responsible for obtaining from the Authorities a<br />
certificate of approval or other indication of such approval and acceptance by said Authorities.<br />
D. It is the responsibility of the Contractor to ascertain exact and complete design and installation<br />
requirements, in compliance with all applicable codes and the requirements of the governing<br />
authorities, prior to submitting bid proposal.<br />
E. It is the responsibility of the Contractor to ascertain the available water pressure and include in his bid<br />
the complete cost (including electrical) of the furnishing and installing of a fire pump system if required<br />
to meet the requirements of this specification.<br />
1.04 CODES AND STANDARDS<br />
A. All aspects of design, securing approval of design and construction, shall be in accordance with the<br />
current National Fire Protection Standards, City of Napa (or local fire marshal), Local Fire Protection<br />
District, Factory Mutual (FM) Global Loss Prevention Data Sheets, the State of California, and<br />
the International Building Codes.<br />
B. The officials listed above shall be, at a minimum, the relevant authorities. The contractor shall<br />
confirm the design criteria with all other authorities having jurisdiction.<br />
C. All materials and equipment provided under this section of the specifications shall be Factory Mutual<br />
(FM) Global Approved for the specific application.<br />
1.05 PERMITS<br />
A. The Contractor shall secure and pay for all necessary permits and fees required for the execution of<br />
his work.<br />
1.06 SCHEDULING<br />
A. The Contractor shall cooperate with all reasonable scheduling requests established both prior to<br />
commencing work and as the work progresses to the final completion date.<br />
Cinemark 15300 - 1 Fire Protection<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
1.07 COORDINATION WITH OTHER WORK<br />
A. The Contractor shall examine the architectural, structural, electrical and mechanical drawings and<br />
specifications, in order to become familiar with the general building and details as they apply to the<br />
work of fire protection.<br />
B. The accompanying drawings show the general run of plumbing air conditioning, pipe, ductwork and<br />
apparatus. The Contractor shall coordinate this work with all other construction to the end that there<br />
shall be no conflict as to space required. The ductwork and electrical work shall, in general, take<br />
precedence over sprinkler work, except where it is absolutely necessary to maintain required<br />
coverage.<br />
1.08 CONTRACTOR'S SHOP DRAWINGS<br />
A. Approval<br />
1. Before proceeding with the work, the Contractor shall make complete drawings of all<br />
services, piping, new sprinkler head locations and shall prepare hydraulic calculations and<br />
volumetric calculations.<br />
2. Drawings shall be made in such scope and detail as to receive approval of the local Fire<br />
Prevention Bureau (Fire Marshal), and the Landlord's insurance underwriter as well as to<br />
indicate all coordination with other work.<br />
3. The drawings shall be submitted to the engineer as DWG files for drawings and Adobe PDF<br />
files for hydraulic calcs and cut sheets for approval prior to submission to the governing<br />
authorities.<br />
B. Approved Drawings<br />
1. Upon obtaining preliminary approval from the Engineer, the Contractor shall make any<br />
corrections to the drawings which may be required by the Engineer.<br />
2. The corrected drawings shall then be submitted to the Fire Prevention Bureau, in the manner<br />
which they prescribe.<br />
C. The initial submittal to the Architect shall be made complete as one package and shall include:<br />
1. Cut sheets on all sprinkler heads, equipment and piping (electronic).<br />
2. Hydraulic calculations (electronic)<br />
3. Email with all of the submittal drawings in AutoCad DWG format and all cut-sheets and hydraulic<br />
calculations in Adobe .PDF format directly to the engineer prior to sending to the fire department.<br />
4. Incomplete submittals will be rejected.<br />
1.09 DESIGN CRITERIA<br />
A. Automatic Sprinklers<br />
1. Complete automatic sprinkler protection will be provided throughout the area in accordance<br />
with all sections of the current edition of NFPA as well as the local, state, and NFPA codes<br />
referenced above.<br />
2. Provide sprinklers between the screens and the wall in the auditoriums. Please note that the<br />
screen and associated valances are to be treated as obstructions (fixed partitions) to<br />
sprinklers.<br />
3. Except in the auditoriums and lobbies, extended coverage heads are not acceptable.<br />
4. All unprotected openings between floors shall be protected with a water curtain (heads six<br />
feet on center) and a draft stop.<br />
5. All rooms, enclosures, soffits, overhangs, canopies, etc. which are sprinkled and are subject<br />
to freezing shall be provided with a dry-pipe system (no anti-freeze) or freeze-proof sprinkler<br />
heads.<br />
B. Piping<br />
1. No piping shall penetrate the demising walls between two auditoriums.<br />
2. The sprinkler main serving the promenade shall include capped tees to allow for the future<br />
addition of sprinklers below the stadium seating.<br />
3. No flex piping shall be used.<br />
C. Zoning<br />
1. There shall be a minimum of two sprinkler zone with flow switches and isolation valves.<br />
Cinemark 15300 - 2 Fire Protection<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
2. The exact number and configuration of zones shall be as required by the authorities.<br />
3. The zones shall be split left and right, not vertically.<br />
D. Factory Mutual ( FM Global) Requirements:<br />
1. All fire sprinkler system components should be FM Approved and<br />
designed/installed in accordance to FM Global Loss Prevention Datasheets.<br />
Sprinkler system drawings, calculations, and component cut sheets (including<br />
SIN numbers) should be submitted for further review and comment prior to<br />
installation. The following design criteria is required for protection:<br />
a. Office and Light Hazard Areas: Provide 0.1 gpm/sq.ft. over the most<br />
remote 1500 sq.ft. This valid for areas with ceilings up to 30ft. Minimum<br />
sprinkler K factor: 5.6. Hose allowance: 250 gpm.<br />
b. Auditoriums: for Ceilings up to 60 ft, the design criteria should be: Wet<br />
system, 0.2 gpm/sq.ft. over the most remote 2500 sq.ft. Minimum<br />
sprinkler K-factor: 11.2 (it can be 8 if ceiling height is lower than 30 ft).<br />
250 gpm hose allowance.<br />
c. Projection booth, mechanical & electrical areas: Wet system, 0.2<br />
gpm/sq.ft. over the most remote 2500 sq.ft. Minimum sprinkler K-factor:<br />
8 (for a maximum ceiling height of 30 ft). 250 gpm hose allowance.<br />
2. FM Approved materials and equipment should be used, where applicable, and<br />
details of the installation should be in accordance with the manufacturer’s<br />
recommended guidelines and FM Global guidelines. All fire underground and<br />
above-ground sprinkler system components should be FM-Approved and<br />
designed/installed in accordance with FM Global Data Sheet requirements. FM-<br />
Approved materials and equipment should be used, where applicable, and<br />
details of the installation should be in accordance with the manufacturer’s<br />
recommended guidelines and FM Global guidelines.<br />
3. A water test shall be set up with local authorities to verify the available water<br />
supply at this location. The results of this water test should be used to design<br />
the sprinkler system piping arrangement. The FM Global Customer Service<br />
Desk, 888-606-4570, should be notified at least two weeks in advance so that a<br />
representative from FM Global can be present to witness the test.<br />
PART 2 – MATERIALS & EQUIPMENT<br />
2.01 PIPING<br />
A. Sprinkler Piping:<br />
1. Sprinkler piping may be welded, screwed, or grooved at contractor’s option. "Pulled Tees"<br />
are not acceptable.<br />
2. Piping weights, fittings, ratings and method of assembly shall be provided in accordance with<br />
NFPA-13, and the Authorities having jurisdiction.<br />
3. Sprinkler piping shall be steel, no lighter than Schedule 10.<br />
4. All sprinkler piping shall be supported from the building steel.<br />
5. Flex piping is not allowed.<br />
6. Furnish and install seismic bracing and show all calculations on the shop drawing submittal.<br />
2.02 VALVES<br />
A. Except as hereinafter specified, furnish and install valves approved by NFPA and suitable for fire<br />
protection use where indicated on the Drawings or as required in accordance with the following:<br />
1. Interior gate valves 2" and smaller shall be approved indicating type with bronze bodies, for<br />
125 lbs. WWP, bronze trim, wedge discs, rising stems and screwed ends.<br />
2. Interior gate valves 2-1/2" and larger shall be approved indicating type of OS&Y pattern with<br />
Cinemark 15300 - 3 Fire Protection<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
iron bodies for 125 lbs. WWP, all bronze trim and flanged ends.<br />
3. Interior check valves 2" and smaller shall be all bronze swing check valves with screwed<br />
ends, for 125 lbs. WWP.<br />
4. Interior check valves 2-1/2" and larger shall be iron or semi-steel bronze trim, swing check<br />
valves with flanged ends for 125 lbs. WWP.<br />
5. Drain and test valves shall be 125 lb. V.O.G., bronze threaded globe valves with renewable<br />
composition disc.<br />
2.03 SPRINKLERS<br />
A. Sprinklers shall be provided throughout the entire project except (when approved by the local<br />
authorities) in rooms containing electrical generators, electrical transformers, or electrical<br />
switchboards. The sprinklers shall be as specified below except when the governing authorities or<br />
FM require quick response sprinklers. In that case the sprinklers shall be as specified below, except<br />
135ºF rated.<br />
1. THEATER AUDITORIUMS: Recessed or exposed pendant,, 165F, flat black heads and flat<br />
black escutcheons. Note that these can be standard (recessed) or extended coverage<br />
(pendants) heads.<br />
2. THEATER LOBBY AREA WITHOUT CEILINGS: Pendant, 165F, with color as selected by<br />
the architect.<br />
3. THEATRE LOBBY AND PUBLIC AREAS WITH CEILINGS: Recessed 165F, white in white<br />
ceilings. Centered in tiles one way.<br />
4. PROJECTION BOOTH AND MEZZANINE AREAS: with Ceilings: Recessed, 165F, white<br />
heads and white escutcheons. Without ceilings: Upright, black brass pendants.<br />
5. NON-PUBLIC AREAS: Recessed pendants, 165F, white heads and white escutcheons<br />
6. ALL ELECTRIC ROOMS: When required by the local authorities, heads are to be located in<br />
the electric room and shall be 212F.<br />
7. Any special sprinklers required by UL shall be provided.<br />
8. Upright heads to be provided in rooms without ceilings.<br />
9. Piping in areas having a ceiling shall be concealed.<br />
10. Unless noted otherwise, sprinklers shall be centered in the tile in one direction, located no<br />
closer than 6" to the edge of tile in the other direction.<br />
11. No extended coverage sprinklers shall be used, except in the auditoriums and main lobby,<br />
and only upon permission of the authorities having jurisdiction.<br />
12. Sprinkler heads in the vestibule shall be the extended barrel, freeze-proof type, recessed.<br />
13. Trash alcoves and all other ceilings or soffits 8 ft and lower shall have concealed heads with<br />
cover plates to match the surrounding ceiling color.<br />
B. Hangers: Shall be installed as required and shall be listed by the Underwriters' Laboratories for use in<br />
a sprinkler system. Hangers shall be spaced in accordance with the requirements of the NFPA.<br />
C. Sprinkler Cabinet:<br />
1. One cabinet with a minimum of twelve (12) sprinklers and a head wrench shall be installed in<br />
the concession work room.<br />
2. Included in the cabinet shall be a minimum of two (2) sprinklers for each special temperature<br />
or configuration.<br />
3. The cabinet shall be so located that it will not be subject to an ambient temperature<br />
exceeding 100ºF.<br />
2.04 FIRE DEPARTMENT CONNECTIONS<br />
A. Furnish and install fire department connections with check valve and approved automatic drip where<br />
indicated on the plans or as required by the authorities as follows:<br />
1. Wall siamese inlet shall be Allenco's No. 276, flush type with clapper valves, straight way<br />
body and caps with chains, ball drip piped to spill on grade thru wall and check valve.<br />
Threads shall match Local Fire Department. Exposed finish shall be polished brass.<br />
Cinemark 15300 - 4 Fire Protection<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
Lettering shall be as required.<br />
2. Sidewalk siamese shall be Allenco's No. 231-90o sidewalk siamese, cast brass body and<br />
escutcheon, 18" sleeve, body inlets with clapper valves, plugs and chains. Threads to match<br />
Local Fire Department requirements. Exposed finish shall be polished brass. Lettering shall<br />
be as required.<br />
2.05 STANDPIPES: Furnish and install as required by the authorities.<br />
A. Install as indicated on the drawings or required by the authorities at each floor level on each standpipe<br />
not more than 5'-0" from finished floor an indicating control valve, and a 2-1/2 inch fire department<br />
connection with 2-1/2" polished brass valve with cap and chain. Threads shall conform to the local<br />
fire protection district standards.<br />
B. Provide valve cabinet in finished areas.<br />
2.06 WATER FLOW SWITCHES<br />
A. Water Flow Detectors:<br />
1. Vane-Type Waterflow Detectors shall be installed on mains as one per zone.<br />
2. The detector shall be designed for mounting on either vertical or horizontal piping, but shall<br />
not be mounted in a fitting or within 12 inches of any fitting that changes the direction of water<br />
flow, and shall have a sensitivity setting to signal any flow of water that equals or exceeds 10<br />
gpm.<br />
3. Detector switch mechanisms shall incorporate an instantly recycling pneumatic retard<br />
element with an adjustable range of 0 to 60 seconds.<br />
4. Switches shall be suitable for operation on 24-volt, D.C., and shall be actuated by a vane<br />
extended into the waterway of the piping (Coordinate exact electrical characteristics with<br />
electrical contractor).<br />
5. Detectors shall be of dust tight construction.<br />
6. Detector switch enclosures shall be secured with a tamper proof bolt that requires the use of<br />
a special wrench for removal.<br />
7. Vane-Type Waterflow Detectors shall be Underwriters' Laboratories listed or Factory Mutual<br />
approved.<br />
8. The detector shall be furnished and installed under this section and wired completely under<br />
Division 16.<br />
B. Water flow detectors in non-conditioned areas or damp locations shall be suitable for damp conditions<br />
and shall not corrode.<br />
2.07 TAMPER SWITCHES<br />
A. Tamper switches shall be installed on each valve inside the building.<br />
1. Switches shall be mounted so as not to interfere with the normal operation of the valve<br />
control or when the stem has moved no more than one-fifth (1/5) of the distance from its<br />
normal position.<br />
2. The mechanism shall be contained in a weather-proof die cast aluminum housing which shall<br />
provide a 3/4 inch tapped conduit entrance and incorporate the necessary facilities for<br />
attachment to the valve.<br />
3. Switch housings;<br />
a. Red baked enamel.<br />
b. The switch mechanism shall have a minimum rated capacity of one amp, 125 volt<br />
A.C. - 0.25 amp, 24 volt D.C. (Coordinate exact electrical characteristics with electric<br />
al contractor).<br />
c. The entire installed assembly shall be tamper proof and arranged to cause a switch<br />
operation if the housing cover is removed or if the unit is removed from its mounting.<br />
4. Supervisory Switches and Gate Valve Switches shall be Underwriters' Laboratories listed and<br />
Factory Mutual approved.<br />
5. Supervisory Switches shall be furnished and installed under this section and wired completely<br />
under Division 16.<br />
B. Tamper switches located in non-conditioned or damp locations shall be suitable for damp conditions<br />
and shall not corrode.<br />
Cinemark 15300 - 5 Fire Protection<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
2.08 SIGNS<br />
A. Approved enameled metal signs shall be securely attached at all main drains, auxiliary drains,<br />
inspectors' test connections and control valves.<br />
2.09 DETECTOR CHECK VALVE<br />
A. Detector check valve shall consist of an automatic compound lever valve and an external bypass with<br />
disc type water meter, gate valve, check valve and necessary fittings.<br />
B. The detector check valve shall be installed in accordance with the Local Fire Department and Local<br />
Water Department rule and regulations.<br />
2.10 FIRE HOSE VALVE CABINET: Not Used<br />
2.11 FIRE EXTINGUISHER CABINET: Not used, refer to the architectural specifications<br />
PART 3 - EXECUTION<br />
3.01 EXCAVATION AND BACKFILL<br />
A. All trenches shall be dug to a line and the bottom cleaned and shaped to provide support of the pipe<br />
through its entire length.<br />
B. Bracing shall be provided as necessary to maintain excavations.<br />
C. As soon as underground work has been completely installed and tested, all excavations shall be<br />
backfilled with gravel to 1'-0" of finished grade and with clean earth (free from bricks, rocks, cinders,<br />
or any foreign matter) to grade.<br />
D. Minimum depth of the top of pipe shall be 5'-0" below grade.<br />
E. Backfill below concrete or asphaltic slabs shall be gravel to paving based.<br />
3.02 UNDERGROUND PIPING<br />
A. All bends and tees in underground piping shall be provided with concrete thrust blocks of sufficient<br />
size to prevent rupture of joints due to movement of pipe.<br />
B. All underground piping shall be installed in accordance with NFPA-24, 1987, Standard for Outside<br />
Protection.<br />
C. All underground piping shall be flushed in accordance with NFPA-24, 1987, Standard for Outside<br />
Protection.<br />
3.03 SPRINKLER PIPING<br />
A. It shall be a specific requirement that insofar as possible, all sprinkler system mains and branches<br />
shall be installed as close as possible to the structural members, not the ceiling.<br />
B. All piping for all systems shall be coordinated with lighting fixtures, air conditioning ducts, piping and<br />
air diffusers. The coordination shall be made with the sheet metal shop drawings and reflected on the<br />
sprinkler shop drawings prior to submission for approval.<br />
C. Pipe shall be protected from freezing where it might occur as determined by the final pipe routing.<br />
D. No piping shall penetrate the demising walls between auditoriums.<br />
E. A corrosive-resistant placard should be placed on each riser, stating the design criteria and resulting<br />
demand at the base of the riser, including hose stream allowance.<br />
F. All sprinkler piping with welded outlets or connections should be inspected prior to the installation to<br />
ensure that the pipe is free of welding slag and cutouts, and that the welded fittings do not protrude<br />
into the path of the water flow.<br />
G. All piping to be supported from structure, not deck or concrete slab.<br />
Cinemark 15300 - 6 Fire Protection<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
H. All plumbing adhesives, joint compound, and sealants within the building envelope<br />
must comply with emission limits outlined in Section 01352 IAQ Management."<br />
3.04 HANGERS AND SLEEVES<br />
A. All hangers shall be of approved materials and spaced in accordance with NFPA No. 13.<br />
B. Sleeves shall be set for all pipes passing through concrete floors and masonry walls.<br />
C. Provide primered escutcheon plates at all exposed wall penetrations.<br />
3.05 AUXILIARY DRAINS<br />
A. Trapped sections<br />
1. Auxiliary drains consisting of plugs, or globe valves and plugs where the capacity of a trapped<br />
pipe section exceeds 5 gallons, shall be provided to drain all points in the system that cannot<br />
be drained back to a main riser as shown on the plans.<br />
2. Field conditions may dictate additional drains which could be determined for bidding<br />
purposed which shall be provided as required by NFPA No.13.<br />
B. Drain Termination<br />
1. Drains are to be piped to a Code approved open-site sanitary drain.<br />
2. If no open-site drain is readily available, the fire protection contractor shall notify the Engineer<br />
in writing at least two weeks prior to bid, otherwise, the sprinkler contractor shall include all<br />
costs (labor, materials, excavation, etc.) for the installation of a suitable open site sanitary<br />
drain.<br />
3.06 INSPECTORS' TEST CONNECTIONS<br />
A. Furnish and install inspectors' test connections as required.<br />
3.07 CONCEALED WORK<br />
A. No work shall be concealed unless inspected and approved by the authority having jurisdiction.<br />
3.08 TESTING<br />
A. All systems:<br />
1. All systems including site piping shall be tested hydrostatically at not less than 200 pounds<br />
per square inch pressure for two hours or at 50 pounds per square inch in excess of<br />
maximum pressure when the maximum pressure to be maintained in the system is in excess<br />
of 150 PSI.<br />
2. The inside sprinkler and standpipe piping shall be installed in such a manner that there will be<br />
no visible leaks when the system is subject to hydrostatic tests.<br />
3. Submit a copy of contractor's material and test certificate signed by installer and Owner's<br />
representative after the installation is tested successfully and accepted by all authorities<br />
having jurisdiction.<br />
4. Following sprinkler installation, a Contractor's Material and Test Certificate per NFPA 13<br />
should be completed and submitted to FM Global to verify that proper hydrostatic testing (200<br />
psi for 2 hrs) has been performed.<br />
3.09 GUARANTY-WARRANTY<br />
A. The sub-contractor shall furnish a written warranty, counter-signed and guaranteed by the General<br />
Contractor, stating that all work executed under this section will be free from defects of materials and<br />
workmanship for a period of one (1) year from the date of final acceptance.<br />
B. The above parties further agree that they will, at their own expense, repair and replace all such<br />
defective work and all other work damaged thereby, which becomes defective during the term of the<br />
Guaranty-Warranty.<br />
END OF SECTION<br />
Cinemark 15300 - 7 Fire Protection<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
SECTION 15400<br />
PLUMBING<br />
PART 1 - GENERAL<br />
1.01 WORK DESCRIBED IN THIS SECTION<br />
A. All material, labor and test systems.<br />
B. Complete plumbing system including soil waste and vent piping; floor drains; hot and cold water<br />
piping; gas piping, plumbing fixtures; water heater; pipe insulation; pipe; valves and hangers.<br />
C. Furnish manufacturer's submittal data for all major equipment including plumbing fixtures, water<br />
heater, drains, and clean-outs.<br />
D. No piping shall penetrate the demising walls of the auditoriums.<br />
1.02 RELATED WORK DESCRIBED ELSEWHERE<br />
A. Automatic fire protection sprinkler system - Section 15300<br />
B. Wiring and electrical connections to equipment - Division 16.<br />
C. Other Sections of 15000<br />
1.03 MATERIALS FURNISHED AS DESCRIBED IN THIS SECTION BUT INSTALLED AS DESCRIBED EL-<br />
SEWHERE<br />
A. Furnish and deliver complete to other trades as required in connection with Work of this section: Inserts,<br />
hangers, sleeves, and lead flashing for pipes passing through roof.<br />
1.04 MATERIALS INSTALLED AS DESCRIBED IN THIS SECTION FURNISHED BY OWNER<br />
A. Make final connections to and install complete: Concession and Work Room equipment.<br />
B. Refer to the drawings for additional scope.<br />
1.05 PERMITS, FEES AND INSPECTIONS<br />
A. Secure and pay for all permits and inspection by city, county and state authorities.<br />
B. Pay all fees and costs for connections.<br />
C. Perform work in accordance with all city, county and state regulations.<br />
1.06 CUTTING AND PATCHING<br />
A. Cutting and patching shall be the responsibility of the General Contractor.<br />
1.07 EXCAVATION AND BACKFILL<br />
A. Excavate and backfill for installation of pipes and equipment.<br />
1.08 DRAWINGS<br />
A. Plumbing work as shown on drawings.<br />
B. Supplementary drawings or details will be furnished if necessary. -Refer to Architectural interior -<br />
details, floor plans, elevations structural, and other sub contract drawings.<br />
C. Coordinate work to avoid interference.<br />
D. Do not scale plans; they are diagrammatic.<br />
E. Check all dimensions at buildings.<br />
PART 2 - MATERIALS AND INSTALLATION<br />
Cinemark 15400 - 1 Plumbing<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
2.01 MATERIALS AND INSTALLATION - GENERAL<br />
A. All materials new and of first grade.<br />
B. All materials and joints shall be in accordance with the Building and Plumbing Code requirements.<br />
C. In preparing his bid, the Contractor shall include the cost of all items and procedures necessary to<br />
satisfy the requirements of all applicable Codes, Ordinances and Authorities, whether or not these are<br />
specifically covered by the drawings and specifications. The Contractor shall carry-out his work and<br />
complete his construction as required by applicable Codes and Ordinances and in such manner as to<br />
obtain approval of all authorities whose approval is required without additional cost. The contractor<br />
shall include all fittings, vents,. traps, offsets, equipment, cleanouts, etc. as required to install the<br />
plumbing in a code approved manner. Any changes to the design shown on the drawings will be<br />
brought to the attention of the Engineer and reflected on the as-built drawings.<br />
D. All piping and equipment to be supported from structure – no “Sammies” allowed.<br />
E. All plumbing adhesives and sealants within the building envelope must comply<br />
with emission limits outlined in Section 01352 IAQ Management."<br />
2.02 SANITARY SEWER SYSTEM<br />
A. Install soil, waste and vent piping to collect drainage from all fixtures and floor drains as shown.<br />
B. Vent these pipe lines through roofs and extend and connect to site sewer mains as shown.<br />
C. Piping shall be PVC except where the governing authorities or code require cast iron with "no-hub"<br />
fittings. Piping located in return air plenums shall be cast iron.<br />
D. Vent piping shall be installed through a roof sleeve and flashed not less than 8" above the roof.<br />
Refer to architectural drawings for flashing details.<br />
E. PVC piping is allowed (except in return air plenums) if accepted by the local authorities,<br />
otherwise use cast iron.<br />
F. Vents shall be located a minimum of 10 feet away from building openings or outside air intakes.<br />
Vents through the roof shall be cast iron.<br />
G. Piping serving concession and scullery areas shall be cast iron with glass lining (or PVC<br />
below grade if allowed by code).<br />
H. Vents through the roof shall be cast iron.<br />
2.03 COOLING CONDENSATE DRAIN LINE<br />
A. Exterior cooling coil condensate drain lines are to be copper and to be installed in accordance with<br />
code, whether shown on the drawings or not. Drain lines shall be routed full size from the equipment<br />
(all connections) to the roof drain or sanitary sewer connection as required by the governing<br />
authorities. Terminate with an air gap fitting.<br />
B. Interior cooling coil condensate drain lines are to be copper (type M copper) with 1" insulation and is<br />
to be installed in accordance with code, whether shown on the drawings or not. Drain lines shall be<br />
routed full size from the equipment to a code approved indirect waste receptor with an air gap fitting.<br />
C. All fittings are to be sanitary type (DWV) with cleanouts every 50' or at a change in direction. Pipe<br />
shall be 1" minimum.<br />
D. Traps shall be vented and shall have a minimum 2" trap seal.<br />
E. Condensate drain piping shall be routed at 1/4" per foot or increased one pipe size and routed at 1/8"<br />
per foot.<br />
2.04 STORM DRAINAGE SYSTEM<br />
A. Where shown on the drawings, install service weight cast iron pipe with "no-hub" fittings.<br />
B. Extend and connect to the building or site storm drain mains.<br />
Cinemark 15400 - 2 Plumbing<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
C. Piping shall not penetrate demising walls and shall be run perpendicular to the building line.<br />
D. When allowed by local authorities, and installed in accordance with applicable codes, Schedule 40<br />
PVC may be used. PVC may not be used in return air plenums or in auditoriums.<br />
E. Minimum exterior depth shall be 18" below normal freeze depth.<br />
F. Furnish and install cleanouts as required by the local authorities.<br />
G. In the auditoriums, only cast iron piping may be used.<br />
2.05 HOT AND COLD WATER PIPING SYSTEM<br />
A. Copper type "L" hard drawn above floor on interior of the building.<br />
B. Copper type "K" soft temper under ground or under floor slabs. (No joints)<br />
C. Extend and connect to site or building water main.<br />
D. For each restroom group or bank of fixtures, provide ball cut-off valves above the layin<br />
ceiling of the corridor.<br />
E. The water line from the trap primer to the floor drain shall be PEX.<br />
F. Any copper or ductile iron piping below slab shall have a protective wrap. The surfaces of all<br />
be low slab or buried ductile iron or copper pipe and fittings shall be encased with two layers<br />
of 8-mil minimum thickness polyethylene, tube form. Both ends of the tube shall be<br />
thoroughly sealed with I 0-mil polyethylene tape to form a continuous and all-encompassing<br />
layer of polyethylene between the piping and surrounding earth or backfill material.<br />
Polyethylene material shall conform to the requirements of ANSI/AWWA C105/A21 .5. Excess<br />
slack width in the polyethylene tube shall be taken up to make a snug, but not a tight fit, and<br />
secured with a adhesive tape wrapping around the pipe at the quarter points of each pipe<br />
length. Any rips, punctures or other damage to the polyethylene sleeve shall be repaired with I<br />
0-mil polyethylene tape or a short length of polyethylene tube cut open, wrapped around the<br />
pipe and secured in place with lO-mil polyethylene tape.<br />
2.06 PVC PLASTIC POLYVINYLCHLORIDE (PVC) (for storm and sanitary)<br />
A. Schedule 40 DWV, PVC, Type 1, Grade 1, NSF approved solid (no cellular core), pressure and<br />
temperature rated polyvinylchloride pipe conforming to ASTM D-1784 with solvent cement. ABS<br />
or cellular core PVC shall not be used.<br />
B<br />
PVC may be used, if allowed, by the Code Authorities and this specification.<br />
C. PVC may not be used in return air plenums or in auditoriums.<br />
2.07 COPPER PIPE AND FITTINGS<br />
A. Soft copper tubing - Type K, soft temper. Fittings soldered, streamline type, wrought.<br />
B. Hard copper pipe - Type L, hard drawn. Fittings soldered, streamline type, wrought.-Fed. Spec.<br />
WE-T-799 or ASTM B-88.<br />
C. No mechanical fastening or joint systems are acceptable.<br />
2.08 VALVES<br />
A. Ball, globe and check: 125 psig working steam pressure.<br />
B. 2-1/2" and smaller, bronze body, soldered joints for copper shall be ball valves.<br />
C. Ball and globe with operating wheels, packing glands, stuffing boxes, union or bolted bonnets,rising<br />
stems; capable of being repacked while fully open and under pressure.<br />
D. Hammond, Stockham, Walworth,or Jenkins.<br />
E. 3" and larger shall be ball or butterfly valves..<br />
F. Globe, straightway or angle pattern, renewable composition discs.<br />
Cinemark 15400 - 3 Plumbing<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
F. GAS COCKS:<br />
1. Cocks on 2" lines and smaller shall be Jenkins 30A or Crane No. 324.<br />
2. Cocks on 2-1/2" line and larger shall be Emco-Nordstrom No. 143 flanged pattern.<br />
G. Flow Indicating Balance Valves:<br />
1. Equal to Taco Accu-Flo.<br />
2. Ball valve construction, all brass interior parts, venturi design, built-in drain port, blow-out<br />
proof stem.<br />
2.09 UNIONS<br />
A. Screwed pipe, up to and including 2" - Cast iron or malleable iron ground joint with brass inserts.<br />
B. In copper pipe - brass or bronze.<br />
C. 2" and smaller, ground joint type.<br />
D. With integral socket for soldering to copper tube in copper tube pipe lines.<br />
E. Dielectric Unions: Provide dielectric unions at all piping connections between dissimilar metals and all<br />
equipment. Union shall be "Devlin" as manufactured by Pipeline Seal and Insulator Co. and shall<br />
have nylon insulation.<br />
2.10 INSTALLATION OF PIPE:<br />
A. Ditches - at least 16" wider than pipe diameter.<br />
B. Pipe barrels and joints bedded on firm soil.<br />
C. Install pipe in accordance with pipe and fitting manufacturer's published recommendations.<br />
D. Use no cracked or broken pipe.<br />
E. Laterals to be turned up at 45 angle.<br />
F. Backfill to be placed and tamped firmly to half height of pipe in one layer and to top of pipe in next layer;<br />
ditch backfilled and tamped in successive layers of 12" thickness.<br />
2.11 SLEEVES<br />
A. Large enough on interior to permit free passage of bare pipe or pipe and insulation where piping<br />
passes through walls, floors or ceilings.<br />
B. Floor sleeves: galvanized steel extending to 1/2" above rough floor.<br />
C. Wall sleeves: oversize steel pipe.<br />
D. Calk sleeves installed below grade.<br />
E. Cast iron pipe passing through concrete slab, wire brushed, wrapped with 15 lb. asphalt saturated<br />
roofing felt.<br />
F. Do not install sleeves on pipe supplies through walls to fixtures.<br />
2.12 JOINTS<br />
A. In plated brass piping - Screwed joints made with red lead and linseed oil applied to male threads<br />
only. Parallel screw up to shoulder of fittings; in exposed work no threads are to show beyond fittings.<br />
B. In copper tubing- Full soldered joints. Pipe joints shall not contain any lead.<br />
2.13 HANGERS, SUPPORTS, ANCHORS AND GUIDES<br />
A. Supports, hangers, anchors and guides shall be provided for all horizontal and vertical piping. Submit<br />
shop drawing details, before construction, of all piping 8" diameter and over and all piping in shafts.<br />
Shop drawings are to show locations and details of anchors, guides, expansion loops and joints,<br />
hangers, etc. The hanger design shall conform to the ASA Code for Pressure Piping.<br />
B. All pipe supports shall be of type and arrangement as hereinafter specified. They shall be arranged<br />
as to prevent excessive deflection and avoid excessive bending stresses between supports.<br />
C. All bracket clamp and rod sizes indicated in this specification are minimum sizes only. The Contractor<br />
Cinemark 15400 - 4 Plumbing<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
shall be responsible for structural integrity of all supports. All structural hanging materials except<br />
variable spring units shall have a safety factor of 5 built in.<br />
D. Anchor points and pipe guides as shown on drawings or as required, shall be located and<br />
constructed to permit the piping system to take up its expansion and contraction freely in opposite<br />
directions away from the anchored points.<br />
E. Guide points for expansion joints shall be located and constructed wherever required or shown on<br />
drawings and at each side of an expansion joint or loop, to permit only free axial movement in piping<br />
systems but shall not be further than 3 pipe diameters on each side of joint. Guides for pipe with<br />
expansion joints shall be of the four roller heavy duty type securely welded to structural steel.<br />
F. Variable spring hangers shall be located and constructed for points subject to vertical movement.<br />
The first four hangers on horizontal piping at the pump suction and discharge and at the air handling<br />
unit coil connection shall be spring loaded from the building.<br />
G. Maximum spacing between pipe supports for steel or copper pipe to prevent excessive stress: (This<br />
does not apply where there are concentrated loads between supports.)<br />
Pipe Size Max. Span/Ft. Pipe Size Max. Span/Ft.<br />
1/2" 5 4" 14<br />
3/4" 6 5" 16<br />
1" 7 6" 17<br />
1-1/2" 9 8" 19<br />
2" 10 10" 22<br />
2-1/2" 11 12” & Over 23<br />
3" 12<br />
H. Maximum weights on hanger rods assuming maximum operating temperature of 450 F shall be such<br />
that stress in tension shall not exceed 9000 psi, using root area of threaded portion. In no case shall<br />
hanger size be less than 3/8" for pipe up to 2", 1/2" for pipe 2-1/2" to 3-1/2", 5/8" for pipe 4" to 5", 3/4"<br />
for pipe 6", 7/8" for pipe 8" to 12".<br />
I. Double bolt riser clamps shall be F & S, F & M, Grinnel or approved equal.<br />
J. Back-to-back channel loads shall be limited to the following:<br />
3" (4.1#) channel 2900 lbs. up to 36" C to C<br />
3" (4.1#) channel 1700 lbs. over 36" C to C<br />
4" (5.4#) channel 5100 lbs. up to 36" C to C<br />
4" (5.4#) channel 3000 lbs. over 36" C to C<br />
K. Roller type supports shall be used for pipes (larger than 2”) subject to axial movement. They shall be<br />
braced so that movement occurs in roller rather than support rods.<br />
L. Hangers for copper pipe, copper or heavily copper plated, Grinnell No.97c<br />
M. Provide all steel required for support of pipes other than steel shown on structural engineer's<br />
drawings.<br />
N. On insulated domestic cold water, storm drain, chilled water, condenser water, etc. hangers are to be<br />
sized to fit outside insulation and saddle.<br />
0. In general, all piping shall be supported from only structural building members or approved steel<br />
inserts imbedded in stone concrete pours. Where revisions require and are approved, piping 3" and<br />
smaller may be supported at intermediate points by "Phillips" 3/4" expansion bolts with lead shields,<br />
provided main supports are welded from structural steel and are no less than twenty feet on centers.<br />
Intermediate supports for pipe 4" and larger on concrete beams or columns shall be attached to by<br />
means of 4" x 4" x 3/8" clip knee angles with 3/4" expansion bolt in shear and supporting rod at 90o<br />
from another bolt. Note that an all insert job is permitted only for stone concrete floors. For all other<br />
types of construction, obtain approval of the Architect.<br />
P. Hangers for PVC pipe - Grinnell No. 104, for steel pipe, 104c plastic coated. Use rods or hooks<br />
attached to structural elements. Size rods to pipesizes.<br />
Q. Anchoring hangers to support weight of vertical risers shall be adequately sized to support loads.<br />
R. Hangers supporting insulated pipe shall have saddles installed between the hanger and the<br />
insulation.<br />
S. Hangers are to be sized and located outside the insulation.<br />
Cinemark 15400 - 5 Plumbing<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
2.14 INSULATION<br />
A. Horizontal cold water above ceilings, all hot water piping (except runouts); horizontal storm lines and<br />
interior condensate drains. Where water piping is installed in an exterior wall or structure, the cold or<br />
hot water runout shall also be insulated. Tempered water lines need not be insulated.<br />
B. Molded glass fiber sectional, 1/2" thick (cold water), 1" thick (hot water, condensate piping, and<br />
storm lines) with factory applied vapor barrier with joints sealed with vapor barrier cement and joint<br />
sealer strips.<br />
C. Insulate fittings with mineral wool cement to same thickness as sectional insulation, trowel to smooth<br />
finish and coat with 1/16" thickness of mineral stabilized asphalt weathering compound. On exposed<br />
hot water piping, cover fitting insulation with 6 oz. canvas cemented in place with "Arabol" or "Lagfas".<br />
PVC insulation jackets may be used.<br />
D. The under side of roof drains shall be 1" thick fiberglass insulation with vapor barrier (3 lb./cu. ft.)<br />
extending beyond pipe 12" in all directions. All edges of insulation shall be sealed with mastic to<br />
provide vapor barrier. Secure to under side of roof construction. Vapor barrier shall be complete.<br />
E. At the contractor's option, Armstrong "Armalok" may be used in thermally equivalent thicknesses<br />
where codes permit.<br />
F. All insulation in return air plenums, including jackets, adhesives, coatings, mastics, etc., shall not<br />
exceed 25 flame spread or 50 smoke developed under ASTM Specification E-84 procedure.<br />
G. All insulated pipes shall have galvanized sheet metal saddles between the insulation and the hanger.<br />
H. All pipe insulation shall satisfy the State Energy Code requirements.<br />
I. Where water lines are installed in an exterior wall or adjacent to an exterior wall, the runouts shall be<br />
insulated as well.<br />
J. All Storm drain piping run in the auditorium shall be insulated with 2 layers of insulation, both<br />
layers sealed vapor tight. The inner layer shall be 1/2” of Armaflex. The outer or second layer<br />
shall be 1” of fiberglass insulation with a vapor barrier.<br />
K. Pipes insulated with fiberglass shall have the elbows covered with the pre-molded jackets designed<br />
for such an application.<br />
2.15 ESCUTCHEONS<br />
A. Chrome plated brass at all visible places on pipes passing through walls, ceilings and floors.<br />
2.16 Water Hammer Arrestors<br />
A. Installed at ends of each group of fixture connections, both hot and cold water, and elsewhere as<br />
required to prevent water hammer.<br />
B. Locate above ceilings.<br />
2.17 CLEANOUTS<br />
A. Locate as required by code but not where exposed to public view.. Provide sanitary tees, tapped<br />
tees, quarter bends and extend pipe to surface as follows:<br />
In walls: Wade W-8450-R with plug and polished stainless steel cover<br />
In floors:<br />
Wade Series W-6034 with nickel bronze cover<br />
B. Cleanouts shall not be installed in public spaces (except restrooms). Where cleanouts are required,<br />
and they would land in a public space, extend the cleanout arm back into a storage room or other<br />
similar, non-public space.<br />
2.18 ROOF - FLASHING<br />
A. Vent stack covers etc. coordinate with and as recommended by roofing manufacturer whose materials<br />
are installed.<br />
B. Sheet lead weighing not less than 3 lbs per sf.<br />
C. Base not less than 18" square for vent stacks passing through roof.<br />
Cinemark 15400 - 6 Plumbing<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
2.19 DRAINS: Refer to schedule on drawings.<br />
A. Refer to schedule on drawings<br />
B. All drains to have same size outlet (unless noted otherwise) as connected piping, shall have deep<br />
seal traps or trap primers as required by the local authorities. Trap primers shall have backflow<br />
preventers as required by the local authorities.<br />
C. All drains shall have deep-seal traps and trap primers. Piping from the trap primers to the floor<br />
drains may be PEX or copper. Trap primers shall be mounted at 12” aff with an access door.<br />
D. Contractor shall furnish and install Sure Seal Model SS3000 preassembled inline floor drain<br />
trap sealer. The trap seal shall consist of five pieces: commercial grade ABS housing, keeper<br />
pin, neoprene rubber diaphragm, (2) soft rubber gaskets. Floor rating ASSE-1072 AF-GW.<br />
2.20 GRADES<br />
A. Horizontal, soil, waste and vent piping, drain in direction of flow, a minimum of 1/4" per foot inside<br />
building, unless otherwise noted on drawings.<br />
B. Water piping, a minimum of 1/8" per foot in either direction, but if possible, back to main cut-off valve<br />
and toward fixture outlets. Provide drains at all low points.<br />
C. Condensate drains at 1/4" per foot toward approved waste receptor.<br />
2.21 PLUMBING FIXTURES - GENERAL<br />
A. Provide plumbing fixtures as shown and scheduled on the drawings complete with all equipment, fittings,<br />
trimmings, etc. , as described.<br />
B. All fixtures grade "A". Name and trademark of the manufacturer printed or pressed on all fixtures, and a<br />
label which cannot be removed without destroying it, containing manufacturer's name or trademark and<br />
quality or class of the fixture affixed to all fixtures and not removed until after work has been accepted.<br />
C. All exposed metal on each plumbing fixtures shall be chromium plated finish.<br />
D. Fittings and trim below handicapped accessible lavatories and sinks shall be insulated with Truebro Lav<br />
Guard or Brocar Trap Wrap. Hot water stop valves and associated lavatory piping shall be insulated.<br />
E. All tubing and traps shall be chrome plated 17 gauge, except as specifically noted.<br />
F. American Standard, Kohler, Toto, or Eljer are approved equals.<br />
G. The maximum flow rates for each fixture type shall not exceed the values listed in the<br />
fixture specifications on sheet P4.1.<br />
2.22 GREASE TRAP<br />
A. Furnish model shown on drawings complete with vents and sampling ports. The installation shall be<br />
in accordance with all local codes and ordinances.<br />
B. Cover shall be heavy guage aluminum or as detailed.<br />
2.23 ELECTRIC WATER COOLERs or DRINKING FOUNTAINS<br />
A. Refer to schedule on the drawings.<br />
B. 3/8" IPS Union supply with stop at each EWC.<br />
C. Install in accordance with ADA requirements.<br />
2.24 WATER HEATER:<br />
A. Provide five year written warranty for the tank. Submit written warrantee with equipment submittal.<br />
Water heater submitted without written warranty will be rejected.<br />
B. Furnish complete with automatic thermostat. Set at 140 maximum.<br />
Cinemark 15400 - 7 Plumbing<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
C. Temperature and pressure relief valve, Watts lOXL, with discharge piped as shown on drawings.<br />
D. Unit shall meet State Energy Code requirements.<br />
2.25 PROTECTION OF FIXTURES<br />
A. Against damage until accepted by Architect.<br />
B. Damaged fixtures are to be replaced with no cost to Owner.<br />
C. Pipe openings, etc. , against the entrance of foreign materials.<br />
D. "Acid Resisting" stamp to be left until after final inspection.<br />
E. Provide stops on supply pipes to all fixtures.<br />
2.26 GAS PIPING SYSTEM<br />
A. Black steel pipe, Schedule 40, with black malleable iron screwed fittings for 2-1/2" and smaller. Pipe<br />
sizes 3" and larger shall be welded.<br />
B. All gas piping and fittings exposed on exterior of building treated with 2 part epozy paint, yellow (or<br />
color required by the authorities) prior to installation and all scuff marks touched-up after installation.<br />
The entire pipe is to be painted (bottom and beneath clamps).<br />
C. Support pipe with no sags or air pockets. Piping 2" and smaller shall be mounted on treated blocks<br />
as detailed on the drawings. Pipes larger than 2" shall be mounted on roller supports as follows: up<br />
to 4": Miro Industries Model 24R. Above 4":Miro Industries Model 48R.<br />
D. Drain to drip legs 6" long at low points in system and at base of risers and drops.<br />
E. Install lever handle cock and union at each item of gas burning equipment. Allow 3" clear below the<br />
cap at the base of the drip leg.<br />
F. Vents on regulators are to be directed down.<br />
2.27 TESTS<br />
A. Storm drainage, soil, waste, vent and water piping shall be tested by the contractor and approved<br />
before acceptance. Underground soil and waste piping shall be tested before backfilling. All<br />
equipment required for testing shall be furnished by the contractor at no additional cost to the Owner.<br />
Tests required by the authorities shall be in addition to the tests described herein.<br />
B. Defective Work: If inspections or tests reveal defects, such defective work or material shall be<br />
replaced or repaired as necessary and inspections and tests shall be repeated. Repairs to piping shall<br />
be made with new materials. No caulking of screwed joints or holes will be acceptable.<br />
C. Drainage (waste and storm) and venting system piping shall be tested with water or air before the<br />
fixtures are installed. After the plumbing fixtures have been set and their traps filled with water, the<br />
entire drainage and venting system shall be submitted to a final test with smoke or peppermint.<br />
1. The water test shall be applied to the drainage and venting system either in its entirety or in<br />
sections. If the entire system is tested, all openings in the pipe shall be tightly closed except<br />
the highest opening, and the system shall be filled with water to the point of overflow. If the<br />
system is tested in sections, each opening except the highest opening of the section under<br />
test shall be tightly plugged, and each section shall be filled with water and tested with at<br />
least 10 foot head of water. In testing successive sections, at least the upper 10 feet of the<br />
next preceding section shall be tested so that each joint or pipe in the building except the<br />
uppermost 10 feet of the system has been submitted to a test of at least a 10 foot head of<br />
water. The water shall be kept in the system, or in the portion under test, for at least 15<br />
minutes before the inspection starts; the system shall then be tight to all joints.<br />
2. Air Test: If tests are made with air, a pressure of not less than 5 pounds per square inch shall<br />
be applied with a force pump and maintained at least 15 minutes without leakage. A<br />
mercury-volume gauge shall be used in making the air test.<br />
3. Final Test: When the smoke test is employed, the smoke shall be produced by a smoke<br />
machine, and a pressure equal to 1 inch water column shall be maintained for I5 minutes<br />
before inspection starts, When the peppermint test is used, 2 ounces of peppermint shall be<br />
Cinemark 15400 - 8 Plumbing<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
introduced into each line or stack.<br />
4. The contractor shall rod the waste system just prior to completion.<br />
D. Domestic Water System<br />
1. When the roughing-in is completed and before insulation is applied or fixtures are set, each<br />
pressure zone of the hot and cold water piping system shall be tested at a hydrostatic<br />
pressure of not less than 100 pounds per square inch gauge at the top of the riser, and<br />
proved tight at this pressure for not less than 30 minutes in order to permit inspection of all<br />
joints. Where a portion of the water piping system is to be concealed before completion, this<br />
portion shall be tested separately to the pressure which would be imposed upon it if it were<br />
tested as part of a zone, as herein before specified.<br />
2. Cleaning and Adjusting: Equipment, pipes, valves, fittings and fixtures shall be cleaned of<br />
grease, metal cuttings, and sludge that may have accumulated from operation of the system<br />
during the test. Any stoppage, discoloration or other damage to the finish, furnishing or parts<br />
of the building, due to the Contractor's failure to properly clean the piping system, shall be<br />
repaired by the Contractor without cost to the Owner. When the work is complete, the water<br />
systems shall be adjusted for uniform circulation. flush valves and automatic control devices<br />
shall be adjusted for proper operation.<br />
3. Sterilization: After pressure tests have been made, the entire domestic water-distribution<br />
system shall be thoroughly flushed with water until all entrained dirt and mud have been<br />
removed, and shall be sterilized by chlorinating material. The chlorinating material shall be<br />
either liquid chlorine conforming to Federal Specification BB-C-120 or hypochlorite<br />
conforming to Federal Specification 0-C-114, Type II, Grade B, or Federal Specification 0-S-<br />
602, Grade A or B, The chlorinating material shall provide a dosage of not less than 50 parts<br />
per million and shall be introduced into the system in an approved manner. The treated water<br />
shall be retained in the pipe long enough to destroy all non-spore forming bacteria. Except<br />
where a shorter period is approved, the retention time shall be at least 24 hours and shall<br />
produce not less than 10 ppm of chlorine at the extreme end of the system at the end of the<br />
retention period. All valves in the system being sterilized shall be opened and closed several<br />
times during the contact period. The system shall then be flushed with clean water until the<br />
residual chlorine is reduced to less than 1.0 ppm. During the flushing period all valves and<br />
faucets shall be opened and closed several times. Samples of water shall be taken from<br />
several points in the system in properly sterilized containers for bacterial examination. The<br />
sterilizing shall be repeated until tests indicate the absence of pollution for at least two full<br />
days. The system with not be accepted until satisfactory bacteriological results have been<br />
obtained. The contractor shall submit test results for approval.<br />
E. Materials and fixtures shall be tested by the manufacturer before shipment.<br />
F. Tanks and heaters not tight under test shall be replaced with new heaters and tanks.<br />
G. Furnish to the Architect certificates of tests and final acceptance as issued by the local Plumbing<br />
Inspector.<br />
2.28 BACKFLOW PREVENTER<br />
A. Double check valve assembly consisting of two independently operating, spring loaded check valves,<br />
two gate valves, and four test cocks for field testing, Febco Model 792, CLA-VAL Model D, Jenkins<br />
FM Assembly, or approved equal.<br />
B. Provide indirect drain to indirect waste receptor as required by the governing authorities.<br />
2.29 Hose Bibs and Yard Hydrants<br />
A. Exterior Wall : Josam Series 7100 Hydrasan I non-freeze hose bib with vacuum breaker. Satin Finish<br />
Nikaloy hinged latching cover. Length as required to suit wall thickness, verify wall thickness with<br />
architectural drawings.<br />
B. Rooftop: Josam Series 4728 non-freeze hose bib with vacuum breaker (or yard hydrant as detailed)<br />
Satin Finish Nikaloy finish and plastic handle. Length as required to suit wall thickness, verify wall<br />
thickness with architectural drawings.<br />
C. 3/4" HPT outlet, integral vacuum breaker-backflow preventer, pressure relief valve, 3/4"<br />
female NPT inlet. Furnish control key with faucet.<br />
Cinemark 15400 - 9 Plumbing<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
D. Yard hydrants shall meet ASSE 1057, equal to Woodford sanitary yard hydrant model s3, freezeless,<br />
automatic draining, backflow protected. The bury depth shall be 12” below the freeze line.<br />
2.30 GUARANTY-WARRANTY<br />
A. The sub-contractor shall furnish a written warranty, counter-signed and guaranteed by the General<br />
Contractor, stating that all work executed under this section will be free from defects of materials and<br />
workmanship for a period of one (1) year from the date of final acceptance.<br />
B. The above parties further agree that they will, at their own expense, repair and replace all such defective<br />
work and all other work damaged thereby, which becomes defective during the term of the<br />
Guaranty-Warranty.<br />
END OF SECTION<br />
Cinemark 15400 - 10 Plumbing<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
SECTION 15500<br />
HEATING, VENTILATING AND AIR CONDITIONING<br />
PART 1 - GENERAL<br />
1.01 RELATED DOCUMENTS<br />
A. The general provisions of the Contract, including General and Supplementary Conditions, apply to the<br />
work specified in this Section.<br />
1.02 RELATED WORK SPECIFIED ELSEWHERE<br />
A. All other Sections of Division 15.<br />
B. All other Divisions of the Contract Documents. Refer to each Division's specifications and drawings<br />
for all requirements.<br />
C. Section 16900<br />
1.03 SCOPE<br />
A. Provide a complete heating, ventilating and air conditioning systems including all air distribution, as<br />
indicated on the drawings and in these specifications.<br />
B. Meet or exceed the minimum requirements of local heating, ventilating and air conditioning codes.<br />
C. Provide shop drawings and submittal data for approval. Refer to Section 15000. No work is to be<br />
installed without approved shop drawings.<br />
D. HVAC Contractor must be certified by the Environmental Protection Agency (EPA) to handle<br />
refrigerant and maintain records of their certification throughout the duration of the project and during<br />
the subsequent one year warrantee period.<br />
E. The HVAC Contractor shall closely coordinate the locations of all roof top equipment with the steel<br />
erector/fabricator and the structural drawings. The contractor shall verify all roof (and slab)<br />
penetration sizes and modify the sizes and or the locations of the penetrations such that the ducts<br />
and the associated duct fittings fit within the structural members. The contractor shall locate the<br />
openings dimensionally from the closest structural member. These requirements apply to both the<br />
Owner furnished equipment and the equipment furnished by the HVAC contractor.<br />
.<br />
F. The HVAC Contractor shall make the preparation for and corrections necessary for the testing,<br />
adjusting and balancing of the HVAC systems.<br />
G. Parts and labor warranty for the Owner furnished equipment is to be furnished by the Owner for a<br />
period of one year. All other products and the labor associated warranty is the responsibility of the<br />
contractor. The service calls for the HVAC shall be made on a 24-hour, seven days a week basis.<br />
H. The contractor shall perform the start-up of the all furnished HVAC equipment.<br />
I. At the completion of the project, the test and balance contractor shall furnish and install<br />
(replace) all of the RTU factory variable sheaves with new fixed sheaves.<br />
1.04 PERMITS - INSPECTIONS<br />
A. Secure and pay for all permits and inspections by regulating authorities.<br />
B. Perform work in accordance with all governing regulations.<br />
1.05 CONTRACT DRAWINGS<br />
A. Heating, ventilating and air conditioning work shown on drawings.<br />
B. Supplementary drawings or details will be furnished if necessary.<br />
C. Refer also to Architectural interior details, floor plans and elevations, structural and other<br />
Cinemark 15500 - 1 Heating, Ventilating and Air Conditioning<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
sub-contract drawings.<br />
D. Coordinate work to avoid interference with other trades.<br />
E. Do not scale plans. They are diagrammatic.<br />
F. Check all dimensions at building.<br />
1.06 CUTTING AND PATCHING<br />
A. Cutting and Patching shall be the responsibility of the General Contractor. However, this<br />
Contractor is referred to the General Conditions.<br />
1.07 SHOP DRAWINGS AND SUBMITTALS<br />
A. Refer to Section 15000 for additional submittal requirements<br />
B. Sheet Metal Shop Drawings are not required. The contractor is to check all clearances prior to<br />
fabrication. The routing of the ducts, particularly in the auditorium and projection booth is to be<br />
followed.<br />
1. The Contractor is verify all structural and architectural clearances prior to fabrication of the<br />
duct work.<br />
2. The design intent must be followed, including the equal friction design of the branch ductwork<br />
in the auditoriums.<br />
3. No deviation from the auditorium or projection booth duct work is allowed except for<br />
coordination with the allowable space and only after RFI.<br />
C. Cut sheets:<br />
1. Cut sheets: Submit via email electronic cut sheets in Adobe .PDF format (one PDF file<br />
per submittal).<br />
2. Do not submit binders or notebooks.<br />
PART 2 - MATERIALS AND INSTALLATION<br />
2.01 MATERIALS AND INSTALLATION - GENERAL<br />
A. New and first grade; Refer to Article 3 of the General Conditions.<br />
B. During construction furnish and install a filter medium over all open return air ducts. Cut to size<br />
and clip on. Just prior to test and balance, remove the filter media and replace unit filters .<br />
C. The ductwork drawings represent the performance arrangement of the material to convey hot,<br />
cold, ventilation or exhaust air from one point to another point.<br />
1. The drawings of the ductwork represent the general routing intended.<br />
2. The ductwork may be shown as single line or double line. When shown as double line, it<br />
is for the purpose of conveying concept and it assists the designer in estimating pressure<br />
drop for the purpose of sizing fans and air handling equipment. The dimensions given on<br />
the single line or the double line ductwork are given for the purpose of establishing<br />
velocity, pressure drop, aspect ratio and performance standards. The ductwork size is<br />
not intended to be absolute or specific. It is intended to give the Contractor a general<br />
scope from which he can estimate quantities of sheet metal and labor for the work.<br />
3. The drawings do not and are not intended to show in detail all transitions, elbows or<br />
turns. It is to be understood that this ductwork shown occupies, along with other trades,<br />
the void spaces within the building above and below structural work. The exact routing<br />
location and position of this ductwork is the responsibility of the Contractor.<br />
4. The Contractor is not to use the drawings for direct fabrication of material.<br />
D. All exposed elements above or behind return air grilles are to be painted flat black.<br />
Cinemark 15500 - 2 Heating, Ventilating and Air Conditioning<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
E. Sealants within the building envelope must comply with emission limits outlined in<br />
Section 01352 IAQ Management."<br />
2.02 DUCTWORK<br />
A. METAL<br />
1. Galvanized steel fabricated and installed in accordance with "HVAC Duct Construction<br />
Standards - Metal & Flexible, First Edition, 1985", published by SMACNA, and in<br />
accordance with NFPA Pamphlet #90A .<br />
2. Low pressure duct work shall be constructed to comply with the requirements for 2" water<br />
gauge (W.G.) As listed in the SMACNA Narrowscope Duct Construction Table 1-5 EX<br />
(Copy Attached). “Ductmate ‘25'" with metal cleats is also acceptable. No other duct<br />
construction standard or method will be approved. Duct guage shall be 24 minimum.<br />
3. Elbows shall be long radius turns and shall be used only where shown on the drawings.<br />
Square elbows with turning vanes are not acceptable, unless specifically shown on the<br />
drawings. Transitions shall be increased or decreased 1" in 7 lineal inches; in no case<br />
shall transitions be greater than 30 degrees. If square elbows are used (only where<br />
allowed on the drawings) turning vanes must be installed. The first elbow from the<br />
rooftop unit or air handling unit shall be long radius with turning vanes.<br />
4. Spin-in connections equal to Genflex SM-lDEL.<br />
5. Interior painted dull black inside at all grilles.<br />
6. Provide suitable access for cleaning.<br />
7. Transverse duct joints shall be sealed in acordance with SMACNA standards.<br />
8. All duct dimensions and sizes noted on the drawings are air stream unless specifically<br />
noted otherwise.<br />
B. DUCTWORK, FLEXIBLE<br />
1. Flexible ductwork be installed for supply to single ceiling diffusers. Size as shown for<br />
round ducts. Avoid 90 degree or greater turns.<br />
2. Class One as rated by UL-181.<br />
3. Size to be as shown on drawings, maximum length 7 feet.<br />
4. 1" thick, 3/4 pound density (R-factor = 4.2) fiberglass insulation with polyethylene vapor<br />
barrier jacket.<br />
5. Duct connectors shall be nylon and cinched tight.<br />
6. Duct collars shall have a 5/8" flange and 3" shaft.<br />
7. Flex duct shall meet the following minimum requirements:<br />
Inches Water<br />
Working Press:<br />
Positive 6"<br />
Negative thru 16" dia. 4"<br />
Neg. 18" & 20" 1"<br />
Maximum Press:<br />
Positive 15"<br />
Negative thru 16" dia. 10"<br />
Negative 8" & 20" 2.5"<br />
8. Acceptable Manufacturer and Model:<br />
Flexmaster Type 8 - insulated<br />
Thermaflex G-KM<br />
9. Projector exhaust duct to be Flexmaster NI-45, rated for negative 10”w.c.<br />
C. DUCTWORK, FIBER GLASS: Not Acceptable, except for the boots over the return air grilles.<br />
D. Materials, installation, etc., shall conform to NFPA Pamphlet No. 90A as minimum requirements<br />
and sealants within the building envelope must comply with emission limits outlined in<br />
Section 01352 IAQ Management."<br />
E. Interior exposed ductwork shall be metal with 1" internal lining.<br />
Cinemark 15500 - 3 Heating, Ventilating and Air Conditioning<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
F. Ductwork exposed to the weather (exterior) shall be metal with 2" thick internal lining, with 2"<br />
wrapped exterior insulation protected by an aluminum jacket. Total 'R' value shall exceed 16.<br />
Aluminum jacket shall be 24 gauge fastened with sheet metal screws at 6" O.C. and sealed with<br />
silicon.<br />
2.03 DUCTWORK ACCESSORIES<br />
A. Spin-in connectors:<br />
1. Spin-in type connector with damper with quadrant. Auditoriums shall have duct taps as<br />
detailed or noted..<br />
2. Seal metal to metal connections air tight with SMACNA approved sealer.<br />
3. Connector is to have internal insulation guard.<br />
4. Flexible duct connections are to be cinched tight.<br />
B. Volume controls<br />
1. Heavy plate splitters where indicated.<br />
2. Volume controls on square rod turning axles.<br />
3. Locking quadrants on exposed duct.<br />
4. Young Regulator flush operators on concealed duct over inaccessible ceilings. Color to<br />
match ceiling tile.<br />
C. Access Doors<br />
1. Provide access doors at each fire damper, fire/smoke damper, where control devices<br />
occur within ductwork, and as indicated on the drawings.<br />
2. Access doors shall be hinged so that the air pressure holds the door in the closed<br />
position.<br />
3. Provide hinges and catches and where duct is lined internally, provide collar and double<br />
thickness door.<br />
2.04 GRILLES, REGISTERS AND DIFFUSERS<br />
A. As scheduled on the Drawings.<br />
B. Approved Manufacturer's: Titus, Price, Nailor Industries. No other manufacturers will be<br />
accepted.<br />
2.05 DUCT INSULATION<br />
A. Internal ductliner shall have a thickness of 1 (minimum) or two inches as indicated on the<br />
drawings or as required by the authorities or code. The duct liner shall meet or exceed the<br />
following Sound Absorption Coefficients (Type 'A' Mounting, ASTM C 423-81 and ASTM E 795<br />
test methods):<br />
Sound Absorption<br />
Octave Band Center Frequencies<br />
Thickness: 125 250 500 1000 2000 4000 NRC<br />
1" 0.17 0.35 0.59 0.81 0.90 0.94 0.65<br />
2" 0.34 0.64 0.96 1.03 1.0 1.03 0.90<br />
(The 1" values are based on Knauf E-M,1.5 lb, 1.5 lb. . The 2" values are based on<br />
Knauf E-M,1.5 lb..)<br />
B. All duct dimensions shown on the drawings are air stream dimensions.<br />
C. Stiklip attachment, “buttered ends”. Use ASTMC type A method of lining attachment.<br />
D. All rectangular ducts in, to, or from auditoriums shall have internal lining, thickness as noted.<br />
The auditorium round ducts shall be externally lined with 3/4# density external insulation. This<br />
applies to all of the RTU or AHU duct work in the projection booth ceiling and in the auditoriums.<br />
E. In all rooftop unit ducts not in or serving auditoriums, the first 15 feet of supply and return ducts<br />
to and from rooftop units or air handlers shall be internally lined with 1.5" thick internal lining.<br />
F. In the non-auditorium, non-projection booth ducts from or to rooftop units, past 15', install external<br />
duct insulation or internal lining at the contractor’s option..<br />
Cinemark 15500 - 4 Heating, Ventilating and Air Conditioning<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
G. External duct insulation shall be 3/4 lb/ft 3 density external insulation with foil facing, galvanized<br />
wire wrapping, stiklips on bottom on ducts over 24" wide, joints lapped and mastic sealed for<br />
complete moisture barrier. Over-lap lined duct 6" minimum. Insulation thickness shall be as<br />
required for an installed minimum R Value = 6 (aged) or as required by code. The duct<br />
insulation shall have an ASTM Flame Spread rating of 25 or less.<br />
H. All exhaust ducts are un-insulated..<br />
2.06 FLEXIBLE CONNECTIONS<br />
A. Flexible connections on inlet and outlet each fan and rooftop unit, 4" long, minimum 1" slack.<br />
B. Ventglas fire resistant, waterproof, mildew proof fabric or equal.<br />
C. External unit connections shall not have flex duct connections.<br />
D. Install additional flex duct connections as indicated on the drawings.<br />
2.07 FIRESTATS<br />
A. All fans with capacity of 2000 cfm or less to have fixed temperature firestats. Exhaust fan<br />
firestats to have a setting of 125 F. Locate in airstream in fan housing.<br />
B. Rooftop units shall have firestats set at 200° F. above the maximum operation temperature.<br />
Locate within the unit in the main duct on the downstream side of the filters.<br />
C. The reset of the thermostatic device to be manual type, easily accessible inside unit.<br />
D. Firestats shall be Honeywell L4029E or equal by Johnson Control or Barber-Coleman.<br />
E. The firestat shall be field installed and wired by the mechanical contractor<br />
2.08 SMOKE DETECTORS<br />
A. The smoke detection system (SDS) shall be furnished and installed as indicated on the drawings<br />
in all rooftop units in the supply and return ducts.<br />
B. SDS, when activated, shall stop fans and sound alarm.<br />
C. The detector and the entire SDS installation shall conform to NFPA Pamphlet No. 90A, including<br />
remote test switches and indicating lights.<br />
D. The mechanical contractor shall cut the hole in the duct for the installation of the detector in fans<br />
other than rooftop units.<br />
E. The mechanical contractor shall make the appropriate wiring connections within the fan to stop<br />
the unit when the smoke detector is activated.<br />
2.09 DAMPERS<br />
A. Manual multiblade larger than 8": galvanized steel, heavy gage frames and blades, blade shafts<br />
in bearings, blades interlocked, accessible quadrant and locking device.<br />
B. Motor operated multiblade larger than 8": galvanized steel, heavy gage frames and blades, blade<br />
shafts in bearings, all properly interlocked for accurate modulating control.<br />
C. Fire dampers, galvanized steel, UL label fire equal to Ruskin DIBD2 Style ‘B’ with the blades out<br />
of the air stream.<br />
1. Provide UL approved and labeled fire dampers where shown on the drawings and<br />
required by NFPA-90A and/or the Fire Marshall. Install damper as required for UL and<br />
local authorities’ approval.<br />
2. Provide 160°F fusible links for all dampers plus 10% extra quantity.<br />
3. Provide an access door at each damper location for resetting the fire damper.<br />
4. Downstream of all fire dampers in ducts handling velocities of 2000 FPM or greater,<br />
provide a combination access opening, viewing window, and vacuum relief panel equal to<br />
United Type AR-W.<br />
D. Where fire dampers are integral with the diffuser, they shall be furnished with the diffuser.<br />
E. All motorized dampers not integral with equipment shall be furnished and installed by the<br />
Mechanical Contractor.<br />
F. All motorized dampers shall be of extremely low leakage with edge seals.<br />
Cinemark 15500 - 5 Heating, Ventilating and Air Conditioning<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
G. Combination Fire/Smoke dampers, galvanized steel, UL label fire equal to Ruskin FSD60 with<br />
TS150. Coordinate the exact power requirements with the electrical contractor.<br />
1. Provide combination fire and smoke dampers where shown on the drawings. Dampers shall<br />
meet all requirements of fire dampers and additionally shall include an operating shaft,<br />
which, when rotated 90° causes the damper to operate between closed and open.<br />
2. Each damper shall be furnished complete with factory sleeve and damper operator (electric<br />
to conform to control system) factory installed on exterior of sleeve and properly linked to<br />
damper operating shaft. Operators shall be UL listed and labeled as Fire Damper<br />
Operators.<br />
3. Provide access doors for fire and smoke dampers as specified for fire dampers.<br />
4. The fire dampers shall be normally closed, held open with 120V power. Upon loss of power,<br />
the dampers shall shut, upon regaining power, the damper shall open.<br />
H. Mark all air balancing devices in balanced position with permanent paint. Tie a ribbon around<br />
the exposed handle.<br />
I. All duct connections shall have balance dampers whether shown on the drawings or not.<br />
J. SMOKE DAMPERS<br />
1. All motorized smoke dampers shall be furnished under this Section and installed per the<br />
manufacturer's UL installation instructions.<br />
2. Smoke dampers shall be qualified to and listed under Underwriters' Laboratories Standard<br />
UL 555S, September 1983 or latest version for Leakage Class II (10 cfm/SF at 1 inch W.G.)<br />
performance after 30 minute exposure at 350oF. Dampers shall also conform to NFPA 90A<br />
smoke damper requirements.<br />
3. Damper frames shall be constructed of minimum #16 gauge galvanized steel channel and<br />
shall have flanges for duct mounting. All blade to blade linkage on each section shall be<br />
concealed within the damper frame. In no case shall the section linkage be exposed to the<br />
air stream. The maximum size of single section not larger than 48 inches or less in width<br />
and 72 inches or less in height. The blades of multiple section dampers shall be<br />
interconnected with appropriate jack shafts.<br />
4. Damper blades shall not exceed 6 inches in width. Larger damper sections shall be of<br />
multiple blade type construction. Blades shall be constructed of galvanized steel with<br />
minimum #16 gauge equivalent thickness. Blade pins and linkage shall be zinc-plated steel.<br />
Bearings shall be stainless steel or oil-impregnated sintered bronze. Blade seals shall be<br />
silicone rubber, compression type flexible steel or a combination of both.<br />
5. Operators shall be mounted by the damper manufacturer at the time of damper fabrication<br />
and shall be provided with the damper as a single unit. Operators shall be qualified and<br />
labeled under UL 555S, September 1983 or later version.<br />
6. Operators shall be electric, 120V, rated to 350oF. The operators shall be of sufficient<br />
demonstrated power to open the dampers from a fully closed position against a 4 inch W.G.<br />
static pressure differential and to close the dampers from a fully open flow rate of 3000 fpm.<br />
Operators shall be mounted outside of the air stream and shall be for normally closed<br />
damper operation.<br />
7. Approved manufacturers: Ruskin Model SD60 or equivalent.<br />
K. Motorized/Automatic Control Dampers:<br />
1. Furnish and install, at locations shown on plans, or in accordance with schedules. Control<br />
damper shall be manufactured by an ISO 9001 accredited manufacturer that meets the<br />
following minimum construction requirements.<br />
2. Damper frames (when size permits) shall be constructed using roll-formed structural hat<br />
channels, reinforced at the corners, formed from a single piece of minimum 16 gauge (1.6)<br />
galvanized steel.<br />
3. The roll-formed frames shall be structurally superior to13 gauge U-channel frames. The<br />
blades shall be opposed blade, single skin, 16 gage (1.6) galvanized steel with three<br />
longitudinal grooves for reinforcement. Blade edge seals shall be PVC coated polyester<br />
fabric suitable for -25°F to +180°F (-32°C to +83°C) mechanically locked into the blade<br />
edge.<br />
4. Jamb seals shall be flexible stainless steel metal, compression type to prevent leakage<br />
between end of the blade and the damper frame. Use of the blade end to overlapping frame<br />
for jamb seal is not acceptable. Adhesive or clip-on type seals for blade and jamb seals are<br />
Cinemark 15500 - 6 Heating, Ventilating and Air Conditioning<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
not acceptable.<br />
5. Bearings shall be corrosion resistant, molded synthetic sleeve type turning in an extruded<br />
hole in the damper frame. Axles shall be ½” (13) plated steel, hexagonal shaped and<br />
positively locked into the damper blade (round axles are not acceptable).<br />
6. Linkage shall be concealed out of airstream, within the damper frame to reduce pressure<br />
drop and noise and lessen the need for maintenance.<br />
7. Submittals must include leakage, maximum airflow and maximum pressure ratings based on<br />
AMCA Publication 500. Damper leakage shall not exceed 10 cfm per square foot at 4” sp.<br />
8. Damper shall be equal to Ruskin model CD36.<br />
L. Electronic / Electric Damper Actuators:<br />
1. Manufactured, brand labeled or distributed by BELIMO or equal.<br />
2. Size for torque required for damper seal at load conditions.<br />
3. Coupling: V-bolt dual nut clamp with a V-shaped, toothed cradle.<br />
4. Mounting: Actuators shall be capable of being mechanically and electrically paralleled to<br />
increase torque if required.<br />
5. Overload Protection: Electronic overload or digital rotation-sensing circuitry without the use<br />
of end switches to prevent any damage to the actuator during a stall condition.<br />
6. Fail-Safe Operation: Mechanical, spring-return mechanism<br />
7. Power Requirements (Spring Return): 24 V ac, maximum 10 VA at 24-V ac or 8 W at 24-V<br />
dc.<br />
8. Temperature Rating: -22 to +122ºF<br />
9. Housing: Minimum requirement NEMA type 2 / IP54 mounted in any orientation.<br />
10. Agency Listing: ISO 9001, cULus, and CSA C22.2 No. 24-93.<br />
11. The manufacturer shall warrant all components for a period of 5 years from the date of<br />
production, with the first two years unconditional.<br />
2.10 FANS<br />
A. Furnish and install the fans as scheduled on drawings.<br />
B. Rated and labeled by AMCA.<br />
C. Switched as shown on Electrical drawings.<br />
D. Equipped with manual reset firestats.<br />
E. Furnish fans pre-wired thermal disconnect switches and 16" high factory curb or height as<br />
scheduled. The motorized dampers shall be shipped pre-wired from the factory or field wired by<br />
the mechanical contractor.<br />
F. Direct drive fans shall be furnished with SCR variable speed controllers factory wired internal to<br />
the fan.<br />
G. Fans to be as manufactured by Cook, Acme, or Greenheck.<br />
2.11 ROOFTOP UNIT<br />
A. Units and curbs shall be furnished as specified on the drawings.<br />
B. Install heating and cooling units as scheduled and detailed. Units shall be factory assembled<br />
and tested complete and ready for operation, except for the economizer components (and/or<br />
outside air intakes) which shall be field installed by the mechanical contractor.<br />
C. Each unit shall be provided with 16" high 14 gauge galvanized steel fabricated roof-mounting<br />
frame. Curbs formed as detailed with corners riveted or welded as required for strength. Curbs<br />
shall be self-supporting and shall be sloped to match the roof slope and maintain the units level.<br />
Curbs shall be the acoustic type shown on the drawings (factory installed acoustic fill) as<br />
manufactured by ThyBar.<br />
Cinemark 15500 - 7 Heating, Ventilating and Air Conditioning<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
D. Units shall contain hermetic multi-cylinder compressors, which shall have positive constant<br />
pressure lubrication. Units shall contain indoor and outdoor coils, of non-ferrous construction with<br />
aluminum plate fins mechanically bonded to seamless copper tubing with all joints brazed.<br />
E. The supply fans shall be capable of delivering required cfm of air against external static pressure<br />
scheduled. The supply fans shall be centrifugal type, belt driven by permanently lubricated<br />
motors and variable sheaves.<br />
F. Condenser fans shall be propeller type, direct driven by permanently lubricated motors.<br />
G. Refrigeration system shall be protected by high and low pressure stats, loss of charge and indoor<br />
coil freeze-up protection devices, current and temperature sensitive compressor motor protectors,<br />
and a device which prevents starting of compressor more than once every five minutes.<br />
H. Rooftop units as scheduled shall be combined heating, electric cooling units with ARI certified<br />
rating.<br />
I. Units as scheduled will have economizers, motorized outside air dampers and motorized relief<br />
dampers. The mechanical contractor shall field install the economizer hood shipped with the unit.<br />
J. Prior to final acceptance, unit manufacturer shall furnish, in triplicate, certification that rooftop<br />
units are installed and operating in accordance with plans and specifications and all safety<br />
controls are functioning satisfactorily.<br />
K. Certain units shall have a factory installed GFI weather proof convenience receptacle. The<br />
receptacle shall be powered by the electrical contractor.<br />
L. The units shall have factory installed filter racks and access doors with one set of filters installed.<br />
The filters shall 2” pleated media (refer to the filter paragraph below for specification). Refer to the<br />
schedule for additional options and accessories.<br />
M. Theatre rooftop units shall be Lennox. The outside air controller (from the CO2) shall be<br />
proportional, not stepped.<br />
2.12 EQUIPMENT ELECTRICAL REQUIREMENTS<br />
A. All equipment with integral heaters, motors and devices which require electrical voltage or phase<br />
voltage different from primary service voltage to the unit shall be internally equipped with<br />
transformers so only a single electrical service is required to the unit.<br />
B. If the electrical characteristics of the equipment actually furnished differs from that scheduled, the<br />
HVAC contractor is responsible for:<br />
1. Coordinating the changes with the electrical contractor<br />
2. The cost incurred by the electrical contractor associated with the change.<br />
3. Design costs associated with the change required for resubmission to the governing<br />
authorities.<br />
2.13 INSTRUCTION AND INSTRUCTION BOOKLETS<br />
A. Instruct Owner or representative thoroughly in proper operation of systems.<br />
B. Provide at least two copies of instruction booklets, including simple step instructions for normal<br />
operation, minor maintenance suggestions and control diagram.<br />
C. After compliance with above, secure letter from Owner acknowledging same, give letter together<br />
with two additional instruction booklets to Architect for his permanent file.<br />
2.14 TESTING AND BALANCING<br />
A. The Section 15034 Test and Balance (TAB) Contractor shall balance the entire system for proper<br />
operation. Refer to Section 15034 for additional information.<br />
B. Contractor shall provide for a second start-up of each unit at the beginning of the season opposite<br />
that in which the system is first operated and tested.<br />
D. The HVAC contractor shall make any changes or replacements to the sheaves, belts, dampers,<br />
valves, etc. required for correct balance as advised by the TAB Contractor, at no additional<br />
expense to the Owner.<br />
Cinemark 15500 - 8 Heating, Ventilating and Air Conditioning<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
2.15 START-UP OF OWNER FURNISHED ICE MACHINES AND WALK-IN COOLERS:<br />
A. The Contractor shall coordinate and assist in the start-up and check out of the owner furnished<br />
ice machines by the area authorized manufacturer's representative.<br />
2.16 VIBRATION ISOLATION<br />
A. The Contractor shall provide a complete, properly adjusted and effective system of vibration<br />
isolation, vertical piping support, and sound control as shown or indicated on the drawings and/or<br />
as specified.<br />
B. The system of vibration isolation, vertical piping support, and sound control shall include, but not<br />
be limited to, the following:<br />
1. Support isolation for motor-driven mechanical equipment.<br />
2. Flexible ductwork connections.<br />
C. Isolators for equipment suspended from structure: Model SLF free standing and laterally stable<br />
spring mounts complete with 1/4" neoprene acoustical friction pads between the baseplate and<br />
the support. All mountings shall have leveling bolts that must be rigidly bolted to the equipment.<br />
Spring diameters shall be no less than 0.8" of compressed height of the spring at rated load.<br />
Springs shall have a minimum additional travel to solid equal to 50% of the rated deflection.<br />
D. FLEXIBLE DUCT CONNECTORS: Laminated flexible sheet of cotton duct and sheet elastomer<br />
(butyl, neoprene or vinyl), reinforced with steel wire mesh where required for strength to withstand<br />
duct pressure indicated. Form connectors with full faced flanges and accordion bellows to<br />
perform as flexible isolation unit, and of manufacturer's standard length for each size unless<br />
otherwise indicated. Equip each unit with galvanized steel retaining rings for airtight connection<br />
with ductwork.<br />
E. Curbs for roof mounted equipment shall be isolated with 1/2" fiberglass pads, Type 'E' density, as<br />
manufactured by Kinetics Noise Control, Inc. Fiberglass board to be supplied in 48" long lengths.<br />
Field cut pads to fit the top of curb (continuous) and adhere to curb with a mastic adhesive.<br />
Exposed cut edges of pads to be sealed with a 20 year clear silicone caulk. - Note: Lead time is<br />
4 to 6 weeks. The Kinetics isolation pads are in addition to the fiberglass pad or seal shipped<br />
with the rooftop unit.<br />
2.17 RELIEF HOODS<br />
A. Furnished and installed as indicated on the drawings.<br />
B. Barometric center pivot dampers with edge seals and adjustable counter balance.<br />
C. Furnish 16" high curbs with hood.<br />
2.18 D/X SPLIT SYSTEMS<br />
A. D/X split systems shall be furnished and installed as indicated on the drawings.<br />
B. Approved manufacturers are Trane, Carrier, York and Lennox.<br />
C. “Smart” electronic thermostats shall be furnished and installed as indicated on the drawings.<br />
Thermostats to be Honeywell T7300 series or approved equal.<br />
D. The contractor shall furnish and install filter racks and filters for 2" pleated media (Farr 30/30).<br />
2.19 EQUIPMENT START UP<br />
A. All HVAC equipment shall be shall be started by the contractor.<br />
B. Contractor shall provide for a second start-up of each unit at the beginning of the season opposite<br />
that in which the system is first operated and tested.<br />
C. Temperature Control (ATCS) start-up and commissioning:<br />
1. The mechanical contractor shall assign one service technician to assist the ATCS vender<br />
in the ATCS startup.<br />
2. The contractor shall assist and coordinate pre-function checklist, startup and<br />
system functional testing with Commissioning Agent. Coordinate retesting as<br />
necessary until satisfactory performance is verified.<br />
Cinemark 15500 - 9 Heating, Ventilating and Air Conditioning<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
D. The Owner’s rooftop unit supplier shall provide an operational checkout of the rooftop units after<br />
the mechanical contractor has performed the required startup.<br />
2.20 AIR FILTERS<br />
A. Filters are to be MERV 13 filtration required for return and supply. Provide product data<br />
submission for filtration media.<br />
B. Install filters in all AHUs, FCU’s and RTU’s<br />
C. If the AHUs, FCU’s or RTU’s are started and operated prior to .4 weeks before opening (or<br />
substantial completion), the contractor shall protect the evaporator coils from becoming dirty or shall<br />
be back charged for cleaning the coils. The protection can include filter changes on a weekly or by<br />
weekly basis.<br />
D. There shall be a minimum total of two filter changes by the mechanical contractor: one prior to test<br />
and balance, and one on opening day. If the rooftop units or air handlers are operated during<br />
construction, the contractor is responsible for covering the return air duct openings with filter media<br />
and additional filter changes as required to keep the coils clean.<br />
2.21 GUARANTY-WARRANTY<br />
A.. The subcontractor shall furnish a written warranty, countersigned and guaranteed by the General<br />
Contractor, stating all work executed under this section shall be free from defects of materials and<br />
workmanship for a period of one year from the date of final acceptance.<br />
B. The above parties further agree that they will, at their own expense, repair and replace all such<br />
defective work, and all other work damaged thereby, which becomes defective during the term of<br />
the Guaranty-Warranty.<br />
2.22 SMACNA TABLE 1-5 2” RECTANGULAR DUCT REINFORCEMENT IS REPEATED AS FOLLOWS:<br />
Cinemark 15500 - 10 Heating, Ventilating and Air Conditioning<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
END OF SECTION<br />
Cinemark 15500 - 11 Heating, Ventilating and Air Conditioning<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
PART 1 – GENERAL<br />
1.01 DESCRIPTION<br />
SECTION 15995<br />
MECHANICAL SYSTEMS COMMISSIONING<br />
A. The purpose of this section is to specify Division 15 responsibilities in the commissioning process.<br />
B. Refer to Division 1 and 16 for other commissioning requirements.<br />
C. Commissioning requires the participation of Division 15 to ensure all systems are operating in a<br />
manner consistent with the Contract Drawings. The general commissioning requirements and<br />
coordination are detailed in Division 1. Division 15 shall be familiar with all parts of Division 1 and<br />
shall execute all commissioning responsibilities assigned to them in the Contract Documents.<br />
D. With respect to HVAC commissioning, the Mechanical and Electrical contractors shall:<br />
1. Include cost for HVAC commissioning requirements, as it pertains to this and other<br />
Commissioning Agent sections and the Preliminary Commissioning Agent Plan posted in Div.<br />
1, in the quoted price.<br />
2. Attend commissioning meetings scheduled by the Commissioning Agent.<br />
3. Schedule work so that required installations are completed, and systems verification checks<br />
and functional performance tests can be carried out on schedule.<br />
4. Inspect, check and confirm in writing the proper installation and performance of all<br />
mechanical and electrical systems provided.<br />
5. Provide mechanical and electrical system technicians to assist during system verification and<br />
functional performance testing as required by the Commissioning Agent.<br />
6. Review specification Division 1 and 16 to fully understand their responsibilities as they pertain<br />
to the commissioning processes.<br />
1.02 RESPONSIBILITIES<br />
A. Mechanical: The commissioning responsibilities applicable to each of Division 15 are as follows:<br />
Construction and Acceptance Phases<br />
1. Include cost of commissioning in the contract price.<br />
2. In each purchase order or subcontract written, include requirements for submittal data,<br />
commissioning documentation, testing assistance, O&M data and training.<br />
3. Attend the commissioning scoping meeting and other meetings necessary to facilitate the<br />
Commissioning Agent process. Commissioning shall be discussed monthly, and minutes<br />
submitted to Commissioning Agent for review.<br />
4. Contractors shall provide the Commissioning Agent with normal cut sheets and shop drawing<br />
submittals of commissioned equipment.<br />
5. Provide additional requested documentation, prior to normal O&M manual submittals, to the<br />
Commissioning Agent for development of start-up, review and functional testing procedures.<br />
a. Typically this will include detailed manufacturer installation and start-up, operating,<br />
troubleshooting and maintenance procedures, full details of any Owner-contracted<br />
test, fan and pump curves, full factory testing reports, if any, and full warranty<br />
information, including all responsibilities of the Owner to keep the warranty in force<br />
clearly identified. In addition, the installation, start-up and checkout materials that<br />
are actually shipped inside the equipment and the actual field checkout sheet forms<br />
to be used by the factory or field technicians shall be submitted to the<br />
Commissioning Agent.<br />
b. The Commissioning Agent may request further documentation necessary for the<br />
commissioning process.<br />
c. This data request may be made prior to normal submittals.<br />
6. Provide a copy of the O&M manuals and submittals of commissioned equipment, through<br />
normal channels, to the Commissioning Agent for review and approval. O&M’s are to be<br />
equipment specific and clearly identified to indicate equipment installed.<br />
7. Contractors shall assist (along with the design engineers) in clarifying the operation and<br />
control of commissioned equipment in areas where the Specifications, control drawings or<br />
equipment documentation is not sufficient for writing detailed testing procedures.<br />
8. Develop a full start-up and initial checkout plan using manufacturer’s start-up procedures.<br />
Submit to Commissioning Agent for review and approval prior to start-up. Refer to Division 1<br />
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South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
for further details on start-up plan preparation.<br />
9. During the start-up and initial checkout process, execute and document the mechanicalrelated<br />
portions of the pre-functional checklists for all commissioned equipment. Startup will<br />
not be considered complete until documentation is complete and approved by the<br />
Commissioning Agent.<br />
10. Perform and clearly document all completed start-up and system operational checkout<br />
procedures, providing a copy to the Commissioning Agent.<br />
11. Address current A/E punch and Action list items before functional testing. Air and water TAB<br />
shall be completed with discrepancies and problems remedied before functional testing of the<br />
respective air- or water-related systems.<br />
12. Provide skilled technicians to execute starting of equipment and to assist the functional<br />
performance tests for all commissioned equipment. Ensure that they are available and<br />
present during the agreed upon schedules and for sufficient duration to complete the<br />
necessary tests, adjustments and problem-solving.<br />
13. Correct deficiencies (differences between specified and observed performance) as<br />
interpreted by the Commissioning Agent and A/E and retest the equipment.<br />
14. Prepare equipment specific O&M manuals according to the Contract Documents, including<br />
clarifying and updating the original sequences of operation to as-built conditions.<br />
15. During construction, maintain as-built red-line drawings for all drawings and final CAD asbuilts<br />
for contractor-generated coordination drawings. Update after completion of<br />
commissioning (excluding deferred testing).<br />
16. Provide training of the Owner’s operating staff using expert qualified personnel, as specified.<br />
17. Coordinate with equipment manufacturers to determine specific requirements to maintain the<br />
validity of the warranty.<br />
Warranty Period<br />
1. Correct deficiencies and make necessary adjustments to O&M manuals and as-build<br />
drawings for applicable issues identified in any seasonal testing.<br />
B. Mechanical Contractor and TAB: The responsibilities of the HVAC mechanical and TAB contractors,<br />
during construction and acceptance phases in addition to those listed in (A) are:<br />
1. Provide start-up for all HVAC equipment, and for the building automation control system.<br />
2. Assist and cooperate with the TAB contractor and Commissioning Agent by:<br />
a. Putting all HVAC equipment and systems into operation and continuing the operation<br />
during each working day of TAB and commissioning, as required.<br />
b. Including cost of sheaves and belts that may be required by TAB.<br />
3. Prepare a preliminary schedule for Division 15 pipe and duct system testing, flushing and<br />
cleaning, equipment start-up and TAB start and completion for use by the Commissioning<br />
Agent. Update the schedule as appropriate.<br />
4. Notify the CM/GC when pipe and duct system testing, flushing, cleaning, start-up of each<br />
piece of equipment and TAB will occur. Be responsible to notify the CM/GC ahead of time,<br />
when commissioning activities not yet performed or not yet scheduled will delay construction.<br />
Be proactive in seeing that commissioning processes are executed and that the<br />
Commissioning Agent has the scheduling information needed to efficiently execute the<br />
commissioning process.<br />
C. Test and Balance (TAB) Contractor: The duties of the TAB contractor, in addition to those listed in<br />
(A) are:<br />
1. Submit the outline of the TAB plan and approach for each system and component to the<br />
Commissioning Agent, CM/GC and the Control Contractor six weeks prior to starting TAB.<br />
This plan will be developed after the TAB has some familiarity with the control system.<br />
2. The submitted plan will include:<br />
3. Certification that the TAB contractor has reviewed the construction documents and the<br />
systems with the design engineers and contractors to sufficiently understand the design<br />
intent for each system.<br />
4. An explanation of the intended use of the building control system. The Controls Contractor<br />
will comment on feasibility of the plan.<br />
5. Discussion of what notations and markings will be made on the duct drawings during the<br />
process.<br />
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6. Final test report forms to be used.<br />
7. Detailed step-by-step procedures for TAB work for each system and issue: terminal flow<br />
calibration (for each terminal type), diffuser proportioning, branch/sub-main proportioning,<br />
total flow calculations, rechecking, diversity issues, expected problems and solutions, etc.<br />
Criteria for using air flow straighteners or relocating flow stations and sensors will be<br />
discussed.<br />
8. List of all air flow, water flow, sound level, system capacity and efficiency measurements to<br />
be performed and a description of specific test procedures, parameters, formulas to be used.<br />
9. The identification and types of measurement instruments to be used and their most recent<br />
calibration date.<br />
10. Specific procedures that will ensure that the air side is operating at the lowest possible<br />
pressures and provide methods to verify this.<br />
11. Details of how building static and exhaust fan/relief damper capacity will be checked.<br />
12. Proposed selection points for sound measurements and sound measurement methods.<br />
13. Details of all exhaust fan balancing and capacity verifications, including any required room<br />
pressure differentials.<br />
14. Plan for hand-written field technician logs or discrepancies, deficient or uncompleted work by<br />
others, contractor interpretation requests and lists of completed tests (scope and frequency).<br />
15. Plan for formal progress reports (scope and frequency).<br />
16. Plan for formal deficiency reports (scope, frequency and distribution).<br />
17. The TAB field technicians shall keep a running log of events and issues. Submit hand-written<br />
reports of discrepancies, deficient or uncompleted work by others, contract interpretation<br />
request and lists of complete tests to the Commissioning Agent and CM/GC at least weekly.<br />
18. Communicate in writing to the Controls Contractor all set points and parameter changes<br />
made or problems and discrepancies identified during TAB, which affect the control system<br />
setup and operation.<br />
19. Provide a draft TAB report within two weeks of completion. A copy will be provided to the<br />
Commissioning Agent. The report will contain a full explanation of the methodology,<br />
assumptions and the results in a clear format with designations of all uncommon<br />
abbreviations and column headings. The report should follow the latest and most rigorous<br />
reporting recommendations by AABC, ASHRAE Standard 111.<br />
20. Provide the Commissioning Agent with any requested data, gathered, but not shown on the<br />
draft reports.<br />
21. Provide a final TAB report of the Commissioning Agent with details, as in the draft.<br />
22. Conduct functional performance tests and checks on the original TAB as specified for TAB in<br />
Division 1 and 15.<br />
D. Architect, Owner, Electrician and Mechanical Engineer: Refer to Division 1.<br />
E. Automatic Temperature Control System (ATCS) Contractor: Refer to Division 1 and 16.<br />
1.03 RELATED WORK<br />
1. ATC Contractor is responsible to act as a Commissioning Agent team member and issue to<br />
the Commissioning Agent for review and comment, their pre-functional plan (point to point<br />
and start-up) and be onsite and available to perform all required system commissioning.<br />
2. All ATC/BAS graphics and sequences are to be demonstrated to the Commissioning Agent<br />
prior to functional testing.<br />
A. Refer to Division 1 for a listing of all sections where commissioning requirements are found.<br />
B. Refer to Division 1 for sections involving related commissioning work; for functional testing<br />
requirements, and preliminary Commissioning Agent Plan.<br />
1.04 COMMISSIONED SYSTEMS<br />
A. The following systems and equipment (including all integral equipment controls) will be commissioned<br />
in this project. All general references to equipment in this document refer only to equipment that is to<br />
be commissioned.<br />
HVAC System<br />
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Temperature Controls<br />
Plumbing Reclaimed Water System<br />
PART 2 – PRODUCTS<br />
2.01 TEST EQUIPMENT<br />
A. Division 15 shall provide all test equipment necessary to fulfill the testing requirements of this Division.<br />
B. Refer to Division 1 for additional Division 15 requirements.<br />
PART 3 – EXECUTION<br />
3.01 SUBMITTALS<br />
A. Division 15 shall provide submittal documentation relative to commissioning as required in this<br />
Division 1.<br />
3.02 START-UP<br />
A. The HVAC mechanical Contractor shall follow the start-up and initial checkout procedures listed in the<br />
Responsibilities list in this Division 1. Division 15 has start-up responsibility and is required to<br />
complete systems and sub-systems so they are fully functional, meeting the design objectives of the<br />
Contract Documents. The commissioning procedures and functional testing do not relieve or lessen<br />
this responsibility or shift that responsibility partially to the Commissioning Agent or Owner.<br />
B. Function testing is intended to begin upon completion of a system. Functional testing may proceed<br />
prior to the completion of systems or sub-systems at the discretion of the Commissioning Agent and<br />
CM/GC. Beginning system testing before full completion does not relieve the Contractor from fully<br />
completing the system, including all pre-functional checklists as soon as possible.<br />
3.03 TEST AND BALANCE (TAB)<br />
A. Refer to the TAB responsibilities in Part 1 and 2 above.<br />
3.04 FUNCTIONAL PERFORMANCE TESTS<br />
A. Refer to this section and the Commissioning Agent Plan for a list of systems to be commissioned.<br />
B. The Commissioning Agent shall create the functional performance procedures and guideline after<br />
review and comment of the equipment startup documents supplied by the contractor.<br />
C. The Commissioning Agent is to witness and document the functional performance testing. All hands<br />
on testing and equipment required by the Commissioning Agent are to be supplied and performed by<br />
the contractor. The contractor’s fees are to be included in their base bid.<br />
D. If more than one return visit is required by the Commissioning Agent due to failed systems, the<br />
contractor is responsible for the Commissioning Agent team hourly rate and expenses.<br />
3.05 TESTING DOCUMENTATION, NON-CONFORMANCE AND APPROVALS<br />
A. Refer to Division 1 for issues relating to functional performance tests.<br />
3.06 SPECIAL TAB DOCUMENTATION REQUIREMENTS<br />
A. The TAB will compile and submit the following with other documentation that may be specified<br />
elsewhere in the Specifications.<br />
1. Final report containing an explanation of the methodology, assumptions, test conditions and<br />
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the results in a clear format with designations of all uncommon abbreviations and column<br />
headings.<br />
2. The TAB shall mark on the drawings where all traverse and other critical measurements were<br />
taken and cross reference the location in the TAB report.<br />
B. Review and Approvals. Review of the commissioning related sections of the O&M manuals shall be<br />
made by the A/E and by the Commissioning Agent. Refer to Division 1 for details.<br />
3.07 TRAINING OF OWNER PERSONNEL<br />
A. The CM/GC shall be responsible for training coordination and scheduling and ultimately to ensure that<br />
training is completed.<br />
B. TAB: The TAB contractor shall meet with facility staff for the number of hours specified in the<br />
contract documents, and shall instruct them on the following:<br />
1. After completion of TAB, TAB shall meet with facility staff for the number of hours specified in<br />
the contract documents, and shall instruct the on the following:<br />
a. Go over the final TAB report, explaining the layout and meanings of each data type.<br />
b. Discuss any outstanding deficient items in control, ducting or design that may affect<br />
the proper delivery of air.<br />
c. Identify and discuss any duct runs, diffusers, coils, fans and pumps that are close to<br />
or are not meeting their design capacity.<br />
d. Discuss any temporary settings and steps to finalize them for any areas that are not<br />
finished.<br />
e. Other salient information that may be useful for facility operations, relative to TAB.<br />
2. Commissioning Agent does not oversee or document training<br />
3.08 WRITTEN WORK PRODUCTS<br />
A. Written work products of Contractors will consist of the start-up and initial checkout plan described in<br />
Division 1 and the executed start-up, initial checkout and pre-functional checklists.<br />
END OF SECTION 15995<br />
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SECTION 16000<br />
GENERAL CONDITIONS FOR ELECTRICAL WORK<br />
PART 1 - GENERAL<br />
1.01 RELATED DOCUMENTS<br />
A. The General Conditions, and other pertinent documents issued by the Architect are a part of these<br />
specifications and shall be complied with in every respect; certain paragraphs included in this section<br />
are supplemental to similar paragraphs in the above documents and are not intended to supersede<br />
those paragraphs.<br />
B. Each Subcontractor shall be responsible for reading all sections of the specifications and reviewing all<br />
drawings in order to understand thoroughly the nature of the entire project, the requirements for<br />
coordination among the several trades, and items in other sections which apply to electrical work.<br />
1.02 CONTRACT DOCUMENTS<br />
A. All contract documents are on file in the Architect's office and shall be inspected by all bidders.<br />
B. The scale of each drawing is relatively accurate, but the Contractor is warned to obtain the necessary<br />
dimensions for any exact takeoffs from the Architect. No additional cost to the Owner will be<br />
considered for failure to obtain exact dimensions where not clear or in error on the drawings. Any<br />
device or fixture roughed in improperly and not positioned on implied center-lines or as required by<br />
good practice must be repositioned at no cost to the Owner.<br />
C. The mechanical and electrical drawings and specifications are intended to be used together as<br />
construction documents forming an integral part of the contract documents. They are intended to<br />
define, not limit the required construction and delivery to the Owner of complete systems, in perfect<br />
operating condition. Special items required may be shown or mentioned in either the drawings or the<br />
specifications, or both; however, it is the intent of the Contract that these systems shall be constructed<br />
completely and correctly and shall include all elements necessary to this end.<br />
D. Symbols for various elements and systems are shown on the drawings. Should there be any doubt<br />
regarding the meaning or intent of the symbols used, a written interpretation shall be obtained from<br />
the Architect.<br />
E. It shall be the responsibility of each Contractor to examine the Contract Documents carefully before<br />
submitting his bid, with particular attention to errors, omissions, conflicts with provisions of laws and<br />
codes having jurisdiction, conflicts between drawings or drawings and specifications, and ambiguous<br />
definition of the extent of coverage between Contracts. Any such discrepancy shall be brought<br />
immediately to the attention of the Architect for correction, no less than two weeks prior to bid date.<br />
Should any of these errors, omissions, conflicts, or ambiguities exist, and the Contractor fails to have<br />
them explained and adjusted in writing less than two weeks prior to bid, otherwise, he shall, at his own<br />
expense, supply the proper materials and labor to make good any damage or defects in his work or<br />
the results obtained therefrom, caused by such discrepancy.<br />
F. The drawings are generally diagrammatic and the Contractor shall coordinate the work so that<br />
interferences are avoided. Provide all necessary offsets in conduit, fittings, etc., required to properly<br />
install the work. Exposed work must be kept as close as possible to walls, ceilings, columns, etc., so<br />
as to take up the minimum amount of space; all offsets, fittings, etc., required shall be provided<br />
without additional expense to the Owner.<br />
G. It shall be the responsibility of each Contractor to examine the Contract Documents carefully before<br />
submitting his bid, with particular attention to errors, omissions, conflicts with provisions of laws and<br />
codes having jurisdiction, conflicts between drawings or drawings and specifications, and ambiguous<br />
definition of the extent of coverage between Contracts. Any such discrepancy shall be brought<br />
immediately to the attention of the Architect for correction. Change Orders will only be accepted for<br />
changes in scope. A “change in scope” is defined as work other than what was shown or intended.<br />
Costs for Change Orders will be reviewed and processed based on the standard labor rates for the<br />
area (either Union or non-Union) and these cost rates shall take precedence over any other<br />
Cinemark 16000 - 1 General Conditions for Electrical Work<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
contractual or agreed upon rates. All Change Order work shall be executed on a straight time basis<br />
(as opposed to overtime or premium time) unless specifically authorized in writing prior to the start of<br />
the work.<br />
H. Should any of these errors, omissions, conflicts, or ambiguities exist, the Contractor shall have them<br />
explained and adjusted in writing before signing the Contract or proceeding with the work; otherwise,<br />
he shall, at his own expense, supply the proper materials and labor to make good any damage or<br />
defects in his work or the results obtained therefrom, caused by such discrepancy.<br />
I. Wherever conflicts occur between different parts of the Contract Documents, the greater quantity, the<br />
better quality, or larger size shall prevail unless the Architect informs the Contractor otherwise in<br />
writing.<br />
J. When drawing revisions are issued, a written description of the changes will be issued with the<br />
revisions. The contractor is to provide pricing on a line item basis (with backup) to match the<br />
description of the written changes.<br />
1.03 EXAMINATION OF THE SITE<br />
A. The Contractor shall examine the site and all conditions thereon and/or therein, prior to submitting bid.<br />
All conditions shall be taken into consideration as they may affect the work. The Contractor shall be<br />
satisfied as to the existing grades and the actual formation and soil condition. The lack of specific<br />
information on the drawings shall not relieve the Contractor of the responsibility of taking into account<br />
all site conditions before bidding. No extras will be allowed for work resulting from conditions<br />
that would have been evident upon a thorough examination of the site. Notify the engineer<br />
prior to bid closing date of any discrepancies or points of doubt or contention. Failing this<br />
action, include in the bid for the most expensive course of action.<br />
1.04 PERMITS AND FEES<br />
A. All necessary permits, licenses, and fees required to carry out the work shall be procured by the<br />
Contractor. Also, all necessary certificates of approval which must be delivered to the Architect<br />
before final acceptance of the work shall be obtained by the Contractor at his expense.<br />
1.05 CONTRACTORS QUALIFICATIONS<br />
A. Each individual employed by the Contractor or by any Subcontractor or Contractor's Consultant shall<br />
be experienced, qualified and competent to correctly perform all work required of him on this project<br />
and to the satisfaction of the Architect.<br />
B. Technical, supervisory and administrative personnel shall have knowledge of the engineering<br />
principles involved in the design of the systems required by the Contract Documents and shall be<br />
experienced and qualified in the correct interpretation of the requirements of these Documents to the<br />
satisfaction of the Architect.<br />
C. Any firm or individual not having the necessary experience and/or qualifications shall not be used on<br />
this project.<br />
1.06 CODES AND ORDINANCES<br />
A. The Contractor is expected to know or to ascertain, in general and in detail, the requirements of all<br />
Codes and Ordinances applicable to the construction and operation of systems covered by his<br />
Contract. He shall know or ascertain the rulings and interpretations of Code requirements being<br />
made by all authorities having jurisdiction over the work to be performed by him.<br />
B. In preparing his bid, the Contractor shall include the cost of all items and procedures necessary to<br />
satisfy the requirements of all applicable Codes, Ordinances and Authorities, whether or not these are<br />
specifically covered by the drawings and specifications. All cases of serious conflict or omission<br />
between the drawings, specifications and codes shall be brought to the Architect's attention as<br />
hereinbefore specified. The Contractor shall carry out his work and complete his construction as<br />
required by applicable Codes and Ordinances and in such manner as to obtain approval of all<br />
authorities whose approval is required.<br />
C. The Contractor shall procure all necessary permits or licenses to carry out his work and pay the lawful<br />
Cinemark 16000 - 2 General Conditions for Electrical Work<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
fees required; he shall also obtain all necessary certificates of approval which must be delivered to the<br />
Architect before final acceptance of the work.<br />
D. The Contractor shall confine the storage of materials and the operation of his workmen to the limits<br />
provided by law, ordinances, permits or as directed by the Architect.<br />
E. The 2008 NEC including all Supplements and Amendments, as well as the City of Napa and<br />
the State of California codes and amendments are incorporated into the Division 16<br />
specifications as though the Code was published in its entirety in these specifications.<br />
1.07 SCOPE<br />
A. The Contractor shall provide all labor, materials, tools, machinery, equipment, accessories, hardware,<br />
fasteners, layout, supervision, hoisting, scaffolding, shop drawings, cleanup, detailing, packaging,<br />
trucking, freight, delivery, permits, insurance and all services necessary to complete the mechanical<br />
work under this contract in accordance with all codes. All work shall be coordinated with the work of<br />
other trades so as to resolve conflicts without impeding job progress. All out of sequence work shall<br />
be included.<br />
B. ELECTRICAL DISTRIBUTION SYSTEM:<br />
1. A complete electrical distribution system consisting of components indicated on the drawings<br />
or specified herein, including, but not limited to:<br />
a. 277/480V,3 PH, 4 wire primary service entrance conduit raceways and conductors.<br />
b. All miscellaneous equipment coordination and related appurtenances required by<br />
power company, including CTs and metering.<br />
c. Motor starters for motors shall be provided by Division 16, however, with the<br />
following exceptions:<br />
1) Package equipment with factory mounted starters if specified with factory<br />
mounted starters.<br />
d. Feeders, branch wiring, electrical distribution equipment.<br />
e. All temperature control wiring and installation of control components.<br />
f. Access panels and access doors where required for access to equipment installed<br />
by Division 16. Access panels and access doors shall be suitable for the specified<br />
architectural finishes.<br />
g. Wiring between system components if equipment is not prewired.<br />
h. Lighting fixtures, lighting controls and associated wiring.<br />
I. Telephone raceway system:<br />
1) Grounding risers for use by telephone company.<br />
2) Incoming and primary building raceways.<br />
j. Support system design and supports for electrical raceways.<br />
k. Code required disconnects.<br />
l. Power including branch wiring for "heat tracing".<br />
2. Furnishing of shop drawings and brochures.<br />
3. Furnishing of record drawings.<br />
4. Balancing and adjusting of electrical loads.<br />
5. Furnishing operating and maintenance manuals.<br />
6. Miscellaneous items as required for complete and functioning systems as indicated on the<br />
drawings and specified herein.<br />
7. All systems, equipment, and services specified herein shall be furnished and installed<br />
complete and ready for use.<br />
8. Installation of seismic restraints.<br />
3. The electrical contractor understands and agrees that time is of the essence, and in the event<br />
overtime is required to maintain pace with the construction schedule due to the electrical contractor’s<br />
lack of progress, it will be performed at no additional cost.<br />
4. The work included herein may not be performed in a continuous cycle but in various stages as<br />
determined by the General Contractor, the Owner, or delivery of Owner furnished items or equipment.<br />
The electrical contractor shall perform the work out of sequence as directed without any additional<br />
cost to the Owner or the General Contractor. The electrical contractor shall include any required<br />
overtime expense at no additional cost to the Owner or General Contractor to meet the milestone<br />
dates and occupancy dates in accordance with the General Contractor’s schedule.<br />
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South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
5. The electrical contractor is to be responsible for employing the proper tradesmen per union<br />
jurisdiction, past, present, and future. The subcontractor is also responsible for taking whatever<br />
measures that may be necessary, including composite crews, to settle any labor disputes and insure<br />
job continuity at no additional cost to the Owner. Should questions of union jurisdiction arise, the<br />
contractor shall immediately take steps to settle such disputes and will use such labor as may be<br />
determined to have jurisdiction at no additional cost to the Owner or General Contractor. Any work<br />
claimed by the Union(s), including terminations of wiring systems for Owner provided equipment,<br />
shall be included by this contractor at no additional cost to the Owner or the General contractor.<br />
Should he fail to take expeditious action, he will be responsible for the time lost and monetary<br />
damages because of delays arising from such disputes.<br />
6. The electrical contractor shall provide a journeyman electrician standing by at the project for<br />
the first three days (and nights) of the project’s opening.<br />
1.08 ALTERNATES<br />
A. The Contractor shall determine the scope of each specified alternate proposal by carefully reading all<br />
Divisions of the Contract Documents. The Bid Form contains information explaining the extent of the<br />
construction to be performed under a specific alternate. Alternate proposals which are not<br />
predominantly electrical in scope, are described in other Divisions of the Contract Documents.<br />
1.09 SUPPORT SYSTEM DESIGN FOR ELECTRICAL SYSTEMS<br />
A. The Division 16 Contractor is responsible for design of all electrical support systems, including<br />
hangers, Unistrut, backing, etc.<br />
1.10 GENERAL REQUIREMENTS FOR ALL MATERIALS<br />
A. Provide all parts and accessories necessary for equipment and complete installation.<br />
B. Provide factory applied finish on all exterior surfaces of electrical equipment. Any item which has the<br />
finish marred shall be refinished to a new condition before final acceptance.<br />
C. Provide three copies of spare parts lists, and operating and maintenance instructions for all<br />
distribution apparatus, major equipment, and auxiliary systems. These shall be bound in folders with<br />
suitable identification on front cover. Deliver to Architect prior to final acceptance.<br />
D. All materials shall be new and of good quality, and shall bear the stamp of approval of the<br />
Underwriters' Laboratories, Inc.<br />
1.11 NOISE<br />
A. Eliminate any abnormal noises, which are not considered by the Architect to be an inherent part of the<br />
systems as designed.<br />
B. Abnormal buzzing in equipment components will not be acceptable.<br />
1.12 SUBSTITUTIONS<br />
A. Substitutions will be considered up to 2 weeks prior to bid. All approvals must be in via email from<br />
spatton@ediengineers.com.<br />
B. The names of manufacturers and model numbers have been used in the Contract Documents to<br />
establish types of equipment and standards of quality.<br />
1. While it is not the intention of the Architect to discriminate against any manufacturer of<br />
equipment which may be equivalent to specified equipment, a strict interpretation of such<br />
equivalency will be exercised in considering any equipment offered as a substitute for<br />
specified equipment. The Contractor shall submit with each request for approval of substitute<br />
material or equipment, sufficient data to show conclusively that it is equivalent to that<br />
specified in the following respects:<br />
a. Performance:<br />
1) Energy consumption at the point of rating shall not exceed that of the<br />
specified equipment.<br />
2) Vibration and noise production at the point of rating shall not exceed that of<br />
the specified equipment.<br />
Cinemark 16000 - 4 General Conditions for Electrical Work<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
. Materials of Construction<br />
c. Gages, weights and sizes of all portions and component parts<br />
d. Design arrangements, methods of construction, and good workmanship<br />
e. Coatings, finishes and durability of wearing parts<br />
f. National reputation of the manufacturer as a producer of first quality equipment of<br />
the type under consideration.<br />
g. Availability of prompt, reliable and efficient service facilities franchised by or affiliated<br />
with the equipment manufacturer. This shall include the maintenance of local stocks<br />
of critical replacement parts equal to those maintained for the specified equipment.<br />
C. If only one manufacturer is named for a specific item of equipment (except lighting fixtures), an<br />
"equal" by another manufacturer may be acceptable. Approval in writing from the engineer as equal<br />
must be received prior to bid.<br />
D. Where more than one manufacturer is named for a specific item of equipment, only one of the<br />
specified manufacturers will be considered for approval.<br />
E. Where only one manufacturer is mentioned with the phrase "or approved equal", Contractor may<br />
submit an alternate manufacturer as outlined in Supplementary Conditions.<br />
F. No attempt has been made to determine if each manufacturer listed for a particular item of equipment<br />
will produce material that will comply with all requirements.<br />
G. If a submittal contains sufficient information to prove compliance with the Contract Documents, then<br />
that submittal will be acceptable.<br />
H. Light Fixtures<br />
1. Substitute light fixtures may be submitted but a substitute fixture must be equal not only from<br />
the standpoint of materials, construction, and performance, but for artistic effect as well.<br />
2. Request for substitution must be accompanied by complete data and descriptive sheets;<br />
when requested, Contractor must furnish samples of both the specified and substitute<br />
fixtures for comparison.<br />
I. Requests for substitution shall include the Contractor's reason for the request. If the engineer does<br />
not consider the items equivalent to those specified, the Contractor shall furnish those specified.<br />
1.13 COOPERATION AND COORDINATION<br />
A. Coordinate work of this Division with that of other Divisions so that various components of the building<br />
will be installed at the proper time, will fit the available space, and will allow proper service access to<br />
those items requiring maintenance. This means adequate access to all equipment, not just that<br />
installed in this Division.<br />
B. Any components of the Electrical Systems which are installed without regard to the above shall be<br />
removed and relocated as directed by the Architect at Contractor's expense.<br />
C. Where various items of equipment and materials are specified and scheduled, the purpose is to<br />
define the general type and quality level, not to set forth the exact trim required to fit the various types<br />
of ceiling, wall, or floor finishes. Provide materials which will fit properly the types of finishes actually<br />
installed.<br />
D. Where the word verify is used on the documents, the contractor shall field verify the existing<br />
conditions and modify the scope of the installation as required to meet the verified conditions.<br />
1.14 DRAWINGS<br />
A. The drawings indicate approximate locations of the various items of the electrical systems. These<br />
items are shown approximately to scale and attempt to show how these items should be integrated<br />
with building construction. Locate all the various items by on-the-job measurements, conformance<br />
with Contract Documents and cooperation with other trades.<br />
B. Prior to locating light fixtures, confer with Architect as to desired method of locating fixtures in the<br />
various areas. In no case should fixture locations be determined by scaling drawings. Relocate<br />
Cinemark 16000 - 5 General Conditions for Electrical Work<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
fixtures and bear cost of redoing work or other trades necessitated by failure to comply with this<br />
requirement.<br />
C. CEILING GRID<br />
1. All light fixtures, vents, etc., shall be located to conform to the ceiling grid system.<br />
2. Examine all drawings to become familiar with this requirement.<br />
D. In certain instances, the Architect may require relocation of receptacles, switches, light fixtures or<br />
other electrical devices, equipment and switches, etc. Where relocation is within ten feet of<br />
location shown on drawings, and when Contractor is informed of necessary relocation before<br />
work is begun on this portion of the job, the relocation will be at Contractors' expense.<br />
E. The drawings are schematic in nature and are not intended to show exact locations of conduit, but<br />
rather to indicate distribution, circuitry, and control.<br />
F. Where there is an apparent discrepancy between the architect’s drawings and the electrical drawings,<br />
such discrepancy shall be called to the attention of the engineer through the form of an Request for<br />
Information. In general, the engineer’s drawings shall take precedence over the architectural<br />
drawings.<br />
1.17 DEVIATIONS<br />
A. No deviations from plans and specifications made without knowledge and approval of Architect.<br />
1.18 DEFINITIONS<br />
A. Provide: As used herein shall mean "furnish, install and connect complete unless otherwise noted."<br />
B. Wiring: As used herein shall mean "wire and cable, installed in raceway within all required boxes,<br />
fittings, connectors, and accessories; completely installed".<br />
C. Work: As used herein shall be understood to mean the materials completely installed, including the<br />
labor involved.<br />
D. Review of Shop Drawings; As used herein shall be understood to be a service by the Architect to<br />
reduce the possibility of materials being ordered which do not comply with the Contract Documents.<br />
See also Paragraph 4.2.7 and Article 3.12 of the General Conditions.<br />
E. ADA: American Disabilities Act.<br />
PART 2 - PRODUCTS<br />
2.01 STANDARD PRODUCTS<br />
A. Each item of equipment furnished under this specification shall be essentially the standard product of<br />
the manufacturer. Where two or more units of the same kind or type of equipment are required, these<br />
shall be the products of a single manufacturer. All equipment shall be U.L. and NEMA approved and<br />
shall be made in the U.S.A.<br />
B. All material and equipment shall be new, and of the best quality used in good commercial practice<br />
and shall be the product of a reputable manufacturer. Each major component shall bear a name plate<br />
giving the name and address of the manufacturer and the catalogue number of designation.<br />
C. Major distribution equipment, such as panelboards, distribution switchboards, motor control centers,<br />
dry type transformers, busways, fused switches/ disconnects, substations, and switchgear, shall be<br />
the same manufacturer.<br />
2.02 MANUFACTURER'S DIRECTIONS<br />
A. All manufactured articles, materials and equipment shall be applied, installed, connected, erected,<br />
used, cleaned and conditioned as directed by the manufacturers, unless herein specified to the<br />
contrary.<br />
2.03 EQUIPMENT INSTALLATION<br />
Cinemark 16000 - 6 General Conditions for Electrical Work<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
A. When the Engineer has reviewed equipment submittals it shall be the responsibility of the Contractor<br />
to install the equipment to operate properly and in accordance with the intent of the drawings,<br />
specifications, and codes.<br />
B. Work and equipment shall be supported plumb, rigid and true to line. The Contractor shall study the<br />
general, structural, mechanical and electrical drawings, shop drawings and catalog data to determine<br />
how equipment, fixtures, piping, ductwork, etc., are to be installed, and shall provide foundations,<br />
bolts, inserts, stands, hangers, rackets and accessories for proper support whether or not shown on<br />
the drawings. When directed, the Contractor shall submit for review drawings showing foundations<br />
and supports.<br />
C. Concrete Equipment Bases:<br />
1. Concrete pads and bases for switchgear and other equipment will be furnished and installed<br />
under Division 3 of these specifications.<br />
2. The Contractor shall establish sizes and location of the various concrete bases required and<br />
shall provide all necessary anchor bolts together with templates for holding these bolts in<br />
position.<br />
3. Anchor bolts shall be placed in galvanized steel pipe sleeves to allow for adjustment, with a<br />
suitable plate at bottom end of sleeve to hold the bolt.<br />
4. Concrete housekeeping pads shall be four inches high and shall project three inches on all<br />
sides beyond the equipment.<br />
2.04 NAMEPLATES AND EQUIPMENT IDENTIFICATION<br />
A. Nameplates: Each major item of equipment shall have the manufacturer's name, address, serial<br />
number and model number on a plate securely attached to the item.<br />
B. Equipment Identification:<br />
1. Unless specified otherwise, all items of equipment, except those in finished areas shall be<br />
identified as to number, name, function, capacity and other pertinent data with securely<br />
attached laminated plastic name tags of an appropriate size with white letters and black<br />
background.<br />
2. Generally, the number and name shall be at least 1/4" high and other data at least 1/8" high.<br />
PART 3 - EXECUTION<br />
3.01 SUBMITTALS<br />
A. The Contractor shall submit shop drawings to the Architect for approval prior to beginning this work.<br />
One electronic copy of each catalog cut sheet (Adobe PDF Files) on the equipment proposed to be<br />
furnished and installed, and one electronic (AutoCad 2000 DWG File) of each drawing or diagram.<br />
B. The Contractor shall, in addition, submit drawings and/or diagrams for review and for job coordination<br />
in all cases where deviation from the Contract Drawings are contemplated because of job conditions,<br />
interference or substitution of equipment, or when requested by the Architect for purposes of<br />
clarification of the Contractor's intent. He shall also submit detailed drawings, rough-in sheets, etc.,<br />
for all special or custom built items or equipment.<br />
C. These drawings and diagrams shall show all electrical switch and breaker sizes as well as the<br />
manufacturer's name and catalog number of each piece of equipment used.<br />
D. All specification sheets (submittals), drawings and diagrams shall be submitted within forty-five days<br />
from the date the Contractor signs the Contract.<br />
E. The Architect's review of such drawings shall not relieve the Contractor of responsibility for deviations<br />
from the Contract drawings or specifications, unless he has, in writing, called the attention of the<br />
Architect to such deviations at the time of the submission, nor shall it relieve him from responsibility<br />
for errors or omission in such drawings.<br />
F. Equipment and material submittals must show sufficient data to indicate complete compliance with<br />
Contract Documents as follows:<br />
1. Proper sizes and capacities.<br />
2. That the item will fit in the available space in a manner that will allow proper service. Provide<br />
Cinemark 16000 - 7 General Conditions for Electrical Work<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
1/4" scale plan view and elevations of all electrical rooms showing equipment layouts and<br />
clearances.<br />
3. Construction methods, materials and finishes.<br />
G. Catalog data must be clearly marked to indicate the item or model number being submitted and must<br />
include all specified accessories. All information on a catalog sheet not pertaining to the item being<br />
submitted must be marked out.<br />
H. Submittal Format:<br />
All submittal drawings must be submitted electronically. All drawings must also be submitted<br />
(emailed) in AutoCad DWG format. All cut sheets must be submitted (emailed) in Adobe PDF<br />
format. Do not submit binders or notebooks. Submit one PDF file per submittal.<br />
I. For any item to be installed in or on a finished surface (such as tee bar acoustical ceiling, plaster<br />
wall), Contractor certifies by making the submittal that he has checked all applicable Contract<br />
Documents and that the item submitted is compatible with the surface finish on which it is to be<br />
installed, and will fit in the space allocated.<br />
J. Submit shop drawings and/or brochures for:<br />
1. Light Fixtures and Lamps<br />
2. Switchboards<br />
3. Motor Control Centers<br />
4. Panelboards<br />
5. Transformers<br />
6. Fuses<br />
7. Motor Controllers<br />
8. Motor Control Devices<br />
9. Contactors<br />
10. Switches<br />
11. Wiring Devices and Coverplates<br />
12. All Fire Alarm Equipment<br />
13. Metering Equipment<br />
14. All Specially Fabricated Equipment<br />
15. All Communications Systems<br />
16. Wire and Cable<br />
17. Conduit, Boxes, Cabinets<br />
18. Cable Terminations<br />
19. Security Systems<br />
20. Motion Detectors<br />
3.02 PROTECTION OF WORK AND PROPERTY<br />
A. The Contractor shall take proper precautions to protect adjacent property, as provided by law and the<br />
Contract Documents, with which his work comes in contact, or over which he may have occasion to<br />
transport, hoist or move materials, equipment debris, etc., and shall satisfactorily repair and make<br />
good any damages caused by him during construction operations.<br />
B. The Contractor shall provide and maintain suitable temporary sidewalks, fences or other structures as<br />
required by law, or as otherwise necessary for the protection of workmen and passersby and as<br />
necessary to prevent obstruction or interference with traffic in public streets or sidewalks, or private<br />
right-of-way. He shall leave access to all fire hydrants, provide temporary walkways around any<br />
obstructions made in any public place on account of his work and maintain sufficient lights and<br />
barricades to protect passersby at night. All streets, curbs and sidewalks shall be maintained in good<br />
condition and so left at the completion of the work. The Contractor shall make all necessary<br />
arrangements and perform all services required in connection with or as occasioned by his work for<br />
the care, protection and maintenance of all public utilities, including fire hydrants, pipe lines and<br />
electrical and/or telephone, telegraph and all other items of similar character on or adjacent to the<br />
site, assuming all responsibility and payment of all cost incidental to such care and protection or<br />
rectification of damage done for which the Owner might otherwise be liable.<br />
3.03 CUTTING AND PATCHING<br />
Cinemark 16000 - 8 General Conditions for Electrical Work<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
A. All necessary cutting and patching of walls, floors, partitions, ceilings, etc., required for the proper<br />
installation of the work under these contracts shall be done at the contractor's expense in a neat,<br />
careful and workmanlike manner, and as approved by the Architect.<br />
B. No concrete joists, beams, girders or columns shall be cut by any contractor without first obtaining the<br />
written permission of the Architect.<br />
C. All drilling and patching for expansion bolts, hangers and other supports shall be done by the<br />
contractor subject to the approval of the Architect.<br />
D. Labor and materials required to replace or rebuild parts cut or injured shall be furnished at the<br />
contractor's expense subject to the satisfaction of the Architect.<br />
3.04 CLEANING UP AND REMOVAL OF RUBBISH<br />
A. The contractor shall be responsible for keeping the premises (including the outside area) free of all<br />
rubbish, debris and waste materials of every kind at all times during the Contract period.<br />
B. This requirement is mandatory and shall apply regardless of whether such rubbish, etc., accumulates<br />
in consequence of his work of his Subcontractors operations.<br />
C. Specifications covering additional work such as mechanical and electrical trades calls for cleaning<br />
and removal of rubbish by these trades but this Contractor is charged with the responsibility of<br />
enforcing and coordinating the clean up and removal services for all trades.<br />
D. Coordinate with Section 01352 IAQ Management<br />
3.05 OPERATING INSTRUCTIONS AND MATERIAL LIST<br />
A. At the time of final completion of the work and as a condition to be fulfilled prior to final payment, the<br />
Contractor shall carefully instruct the Owner's designated representative in the proper operation,<br />
maintenance and service of all work and equipment provided.<br />
B. The Contractor shall furnish the Owner a complete list identifying actual materials and devices<br />
incorporated in the work. The identification shall include source of supply, date of purchase, model<br />
and serial number, operating and maintenance data, parts list, etc., as required to facilitate future<br />
repairs and replacements.<br />
3.06 GUARANTEE<br />
A. The Contractor shall and does hereby guarantee for a period of one year from date of final<br />
acceptance by the Architect all work as called for in the various Divisions of these specifications.<br />
When such work is performed by Subcontractors, and where special guarantees are required by<br />
Subcontractors, the Contractor shall secure warranties from said Subcontractors and deliver copies of<br />
same to the Owner upon completion of the work.<br />
B. The Contractor shall replace with new materials and/or equipment by material failing to give<br />
satisfactory service during the guarantee period. Replacement of materials, equipment, including all<br />
labor involved, shall be at no cost to the Owner.<br />
C. Nothing in the above intends or implies that this guarantee shall apply to work which has been abused<br />
or neglected by the Owner.<br />
3.07 POWER SERVICE ENTRANCE<br />
A. GENERAL: The power service entrance from the utility company and all fees required there of are<br />
furnished by the Owner.<br />
B. SCOPE: The service entrance included by this contractor shall be as follows:<br />
1. Underground Primary Service (UGP):<br />
a. Raceway and Conductors provided and installed by the Contractor.<br />
2 Transformation: The Power company shall provide the transformer.<br />
3. Secondary Services:<br />
a. Provided by Contractor.<br />
b. Refer to drawings for pertinent information.<br />
4. Metering:<br />
Cinemark 16000 - 9 General Conditions for Electrical Work<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
a. Provide all metering equipment as required and shown on the drawings.<br />
b. Meter Location: As indicated on the drawings and per the owner's direction.<br />
5. Transformer Pad:<br />
a. Provided by contractor in accordance with the power company's requirements.<br />
b. Refer to the architectural site plan for the exact location.<br />
3.08 INSPECTION OF SITE<br />
A. Site Visit<br />
1. Before submitting a bid, all bidders shall carefully examine the drawings and specifications,<br />
and visit the site.<br />
2. Bidders shall fully inform themselves in detail as to all existing conditions, limitations,<br />
available clearances; shall thoroughly check all obstructions which are to be removed or<br />
relocated to permit installation of the new equipment and facilities; and shall include in their<br />
proposals a sum to cover the cost of all contingencies and work as required under the<br />
drawings and specifications included in the Contract.<br />
B. Failure on the part of any bidder and/or Contractor to familiarize himself with all existing conditions as<br />
may be encountered or enumerated above will not be considered sufficient justification to request or<br />
obtain any extra compensation over and above the Contract Price.<br />
3.09 PROTECTION OF EQUIPMENT<br />
A. Do not deliver equipment to jobsite until progress of construction has reached the state where<br />
equipment is actually needed, or until building is closed in enough to protect equipment from the<br />
weather. Equipment allowed to stand in weather will be rejected, and Contractor is obligated to<br />
furnish new equipment of a like kind.<br />
B. Adequately protect equipment (including all Owner-furnished items) from damage after delivery to job.<br />
Cover with heavy cloth or other suitable material as required to protect from damage.<br />
C. Equipment which has been marred, bent, etc., by construction activities will be rejected. Replace with<br />
new equipment as specified.<br />
3.10 RECORD DRAWINGS<br />
A. Obtain, at Contractor's expense, a set of white prints and keep these on jobsite during construction.<br />
During course of construction, mark on these prints any changes which are made, noting particularly<br />
locations of those items which will need to be located for servicing.<br />
B. At completion of job, obtain (at Contractor's expense) a set of "washoff" erasable mylar sepias and<br />
incorporate all changes noted on the work prints. This must be done by a skilled draftsman. Mark<br />
each sheet "Record Drawings", with date, and deliver to Architect.<br />
3.11 FINAL TESTS<br />
A. Upon completion of the work, test the individual systems, including all feeders, branches, outlets,<br />
lighting, motors, apparatus, and appliances.<br />
B. Provide all instruments, labor and materials required by Architect for any essential intermediate and<br />
final tests.<br />
C. Tests shall indicate full compliance with specifications, drawings and applicable codes.<br />
D. The contractor shall assist and coordinate pre-function checklist, startup and system<br />
functional testing with Commissioning Agent. Coordinate retesting as necessary<br />
until satisfactory performance is verified.<br />
3.12 INSPECTION<br />
A. Entire installation subject to Engineer's inspection, final approval and acceptance.<br />
B. Any corrections to the installed work shall be at the Contractor's expense.<br />
END OF SECTION<br />
Cinemark 16000 - 10 General Conditions for Electrical Work<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
SECTION 16050<br />
BASIC ELECTRICAL MATERIALS AND METHODS<br />
PART 1 - GENERAL<br />
1.01 SCOPE<br />
A. Furnish all required labor, materials and equipment for complete wiring systems for lighting, power,<br />
burglar alarm system, fire alarm system and P/A system, including all light fixtures and lamps, and<br />
with all motors and electrically operated equipment (including owner furnished equipment) connected<br />
and tested.<br />
B. Provide line voltage power wiring and connection to neon transformers provided by and installed by<br />
others.<br />
C. Provide all starters and disconnects for electrically operated equipment.<br />
1.02 RELATED WORK DESCRIBED ELSEWHERE:<br />
A. Quality assurance - See Architectural Notes.<br />
B. Projection and sound equipment furnished and connected by Owner under separate contract - See<br />
Architectural Notes.<br />
C. Temporary service - See Architectural Notes.<br />
D. Fire protection sprinkler system - Section 15300.<br />
E. Temperature controls wiring components - Section 16900 (furnished and installed as indicated on the<br />
drawings).<br />
1.03 STORAGE OF MATERIALS<br />
A. Store all materials in building areas designated by General Contractor.<br />
PART 2 - MATERIALS AND INSTALLATION<br />
2.01 SYSTEM DISTRIBUTION AND METERING<br />
A. Service current characteristics are 277/480 volts, 3-phase, 4-wire for power loads.<br />
B. Power Company metering and transformer shall be as indicated on drawings, installed in accordance<br />
with the exact requirements with local power company.<br />
C. The contractor shall contact the power company, make application for service on the Owner’s behalf,<br />
and install the secondary conduits and feeders, switchgear, metering, CTs, etc. in accordance with<br />
the exact requirements of the power company.<br />
2.02 WIRING METHODS<br />
A. Feeders and power wiring: Conductors in rigid galvanized steel conduit where exposed and subject to<br />
damage. EMT may be used where concealed in attic space or not subject to damage.<br />
B. Branch conduits: Conductors in EMT, except where embedded in concrete, in contact with the earth<br />
or when in earth, in which case the conductors shall be installed in rigid galvanized conduit or PVC<br />
(with separate ground). MC cable is acceptable for power branch circuits wire size #8 and<br />
smaller conductors. MC cable in the auditoriums shall be well secured. MC cable shall not be<br />
used above hard ceilings. MC cable shall not be used where exposed. In projection booths<br />
with no ceiling, there shall be no MC cable below 9 ft.<br />
C. Telephone system: Plenum Cable. Drops in wall, extended runs, and above hard ceilings in conduit.<br />
D. Temperature controls wiring (ATCS): Plenum Cable (except in conduit from the sensors to the<br />
projection booth and as noted or detailed on the drawings)<br />
Cinemark 16050 - 1 Basic Electrical Materials and Methods<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
E. Fire Alarm: EMT or Plenum Cable as allowed by the Governing Authorities (except as specifically<br />
detailed on the drawings). All cable to be stranded.<br />
F. Projection and Sound: As indicated on the drawings<br />
G. Smurf is not acceptable.<br />
2.03 DIMMERS<br />
A. Dimmers located in the projection booth serving the auditoriums will be furnished by the Owner,<br />
installed by the contractor. For installation and wiring, see drawings.<br />
B. All other dimmers, including wall box dimmers located in the auditoriums, will be furnished and<br />
installed by the contractor.<br />
2.04 DRY TYPE TRANSFORMERS<br />
A. Dry type transformers shall be of rating shown on plan and for 480 volts Delta Primary connection and<br />
120/208 volt, 3-phase, 4-wire, Wye secondary.<br />
B. Provide four 2-1/2 % full capacity taps in primary winding, two above and two below normal voltage.<br />
C. The insulation system shall be for 220 degrees C. and the transformer designed for 150 degrees C.<br />
above a 40 degree C. ambient temperature.<br />
D. Transformer shall have steel enclosure with knockouts for conduit connections.<br />
E. The transformer will be for floor or wall mounting.<br />
F. The transformer manufacturer will be the same as the approved panelboard manufacture.<br />
G. Provide 1/2" Neoprene pads below transformers.<br />
H. Exterior transformers shall have NEMA 3 enclosures.<br />
I. Maximum impedance shall be as scheduled on the drawings or 5.5% maximum.<br />
J. Transformers shall be “Energy Star” compliant (TP1) and shall meet the energy code<br />
requirements for impedance.<br />
2.05 SERVICE SWITCHBOARD<br />
A. Provide a service panelboard as scheduled on drawings.<br />
B. Service panelboard shall have grounded bus, neutral bus, removable tie between grounded bus,<br />
neutral, and removable link in neutral.<br />
C. Service panelboard shall have service entrance rating.<br />
D. Provide fused switches or breakers as scheduled.<br />
E. Label all circuits.<br />
F. Circuit Breakers<br />
1. Group mounted molded case circuit breakers are to be totally front accessible.<br />
2. The circuit breakers are to be mounted in the switchboard to permit installation, maintenance<br />
and testing without reaching over any line side bussing.<br />
3. The circuit breakers are to be removable by the disconnection of only the load side cable<br />
terminations and all line and load side connections are to be individual to each circuit<br />
breaker.<br />
4. No common mounting brackets or electrical bus connectors will be acceptable.<br />
5. Breakers shall be the over-the counter toggle operating type with the handle going to a<br />
position between "On" and "Off" to indicate automatic tripping.<br />
Cinemark 16050 - 2 Basic Electrical Materials and Methods<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
6. Breakers shall be bolt-on.<br />
7. Each circuit breaker is to be furnished with an externally operable mechanical means to trip<br />
the circuit breaker, enabling maintenance personnel to verify the ability of the circuit breaker<br />
trip mechanism to operate, as well as exercise the circuit breaker operating mechanisms.<br />
8. Panels requiring modular circuit breakers shall not be used.<br />
9. Any service disconnect switches or breakers 1000 amps and greater shall have GFI<br />
protection.<br />
6. The AIC rating of the breakers shall meet or exceed that of the respective panel.<br />
G. Cabinet shall be of code gauge steel treated with a phosphatized rust inhibitor and finished with grey<br />
baked enamel.<br />
1. Front of panel shall have engraved laminate plastic plate with panel name and rating.<br />
I. Service panelboard shall be UL approved.<br />
J. Furnish and install the service entrance switchboard as herein specified and shown on the associated<br />
electrical drawings.<br />
1. The switchboard shall meet the latest requirements of Underwriters Laboratories standard #891,<br />
NEMA PB2.<br />
2. The switchboard shall be furnished with an Underwriters Laboratories label.<br />
3. The switchboard shall be deadfront with front accessibility required.<br />
4. The switchboard frame shall be of formed code gauge steel rigidly welded and bolted together to<br />
support all cover plates, bussing and component devices during shipment and installation.<br />
5. Steel base channels shall be bolted to the frame to rigidly support the entire shipping section for<br />
moving on rollers and floor mounting.<br />
6. Each switchboard section shall have an open bottom and an individually removable top plate for<br />
installation and termination of conduit.<br />
7. The switchboard enclosure shall be painted on all exterior and interior surfaces.<br />
8. The paint finish shall be a medium light gray standard finish applied by the electro-deposition<br />
process over an iron phosphate pre-treatment.<br />
9. All front covers shall be hinged and removable and all doors shall be hinged with removable hinge<br />
pins.<br />
10. Top and bottom conduit areas shall be clearly indicated on shop drawings.<br />
11. A NEMA 3R enclosure for the switchboard shall be provided as indicated on the drawings.<br />
K. Bussing:<br />
1. The switchboard bussing shall be of sufficient cross-sectional area to meet UL Standard 891<br />
temperature rise. The buss shall be non-tapered.<br />
2. Through bus shall be aluminum. The through bus shall have an ampacity as shown on the<br />
drawings.<br />
3. The through bus supports, connections and joints are to be bolted with hex-head bolts and<br />
Belleville washers to minimize maintenance requirements (and shall have provisions for the<br />
addition of future sections).<br />
L. Each switchboard, as a complete unit, shall be given a single short circuit current rating by the<br />
manufacturer. Such ratings shall be established by the actual tests by the manufacturer, in<br />
accordance with UL specifications, on equipment constructed similarly to the subject switchboard.<br />
The panel and breakers shall be fully rated, series rated is not allowed.<br />
M. The service disconnect devices shall be molded case circuit breakers or fused switch totally front<br />
accessible and front connectable. Disconnect devices to be provided with ground fault protection as<br />
required by the NEC and UL Listing. Circuit breakers shall have a short circuit rating equal or greater<br />
than that of the switchboard.<br />
N. TVSS shall be factory installed.<br />
2.06 DISTRIBUTION AND LIGHTING PANELS<br />
A. Provide where indicated on drawings. Such panels shall be of dead front, bolt-in circuit breaker type<br />
with lugs in mains, unless otherwise shown on drawings. Panels requiring modular or plug-in<br />
circuit breakers shall not be used. Panels shall be fully rated with a customer specific breaker<br />
layout.<br />
Cinemark 16050 - 3 Basic Electrical Materials and Methods<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
B. Panels shall be three-phase, four-wire,solid neutral, voltage specified, with main lugs sized for each<br />
respective feeder and main bus equal to or greater in capacity than the rating of the respective over<br />
current protective device serving the panel. The panel board shall by the same manufacturer as the<br />
switchboard.<br />
C. Cabinets<br />
1. Cabinets to be for flush or surface mounting as shown.<br />
2. Cabinets constructed of code gauge galvanized steel in accordance with NEMA and<br />
Underwriters' Standards.<br />
3. Provide trim with hinged doors and combined lock and catch with two keys. All panels keyed<br />
alike.<br />
4. All cabinets and trim finished pearl gray or prime coat for field painting as directed. Cabinets<br />
shall be a maximum of 20" wide.<br />
5. Provide a typewritten panel directory to indicate circuits controlled, under plastic, with all<br />
spares marked "SPARE" in pencil.<br />
6. Front of panel shall have engraved laminate plastic plate with panel name and rating.<br />
7. Each panel shall bear Underwriters' Label of approval.<br />
D. Bus to be aluminum or copper. The neutral bus shall be set screw type with screw base clamping<br />
conductor inside opening of neutral bar.<br />
E. Circuit Breakers<br />
1. Circuit breakers to be bolt-on, thermal magnetic type with 20 ampere minimum frame size.<br />
Trip setting to be as shown.<br />
2. All multi-pole breakers shall be of the internal common trip type.<br />
3. Circuit breakers shall meet or exceed the AIC rating of the panel and shall be clearly labeled.<br />
4. All panelboard breakers shall be listed and marked ASWD for switch duty.<br />
5. All panelboard breakers serving mechanical equipment shall be marked AHACR<br />
for heating, air conditioning and refrigeration loads.<br />
7. Breaker layout shall be as shown on the panel schedules (as close as possible). The breaker<br />
layout is “customer specific” or “'User Placement'”<br />
8. The AIC rating of the breakers shall meet or exceed that of the respective panel.<br />
F. Branch conduits shall be consecutively numbered and sequence phased in accordance with NEMA<br />
standards.<br />
G. Each panelboard, as a complete unit, shall be given a single short circuit current rating by the<br />
manufacturer. Such ratings shall be established by the actual tests by the manufacturer, in<br />
accordance with UL specifications, on equipment constructed similarly to the subject panelboard. The<br />
panels and breakers shall be fully rated.<br />
H. The electrical rooms in the project are laid out using Square D equipment. If the contractor purchases<br />
equipment of another manufacturer, then he is responsible for verifying (and relocating the equipment<br />
as required) that all of the equipment of the alternate manufacturer will fit in the space provided.<br />
I. Two Section panelboards shall have feed through lugs of the same rating as the panel board.<br />
J. Panels shall be General Electric, Square D, Seimens or Westinghouse.<br />
N. TVSS shall be factory installed.<br />
K. At the completion of the project, the contractor shall insert a typed, as-built panel schedule.<br />
2.07 PHASE IDENTIFICATION AND BALANCE<br />
A. All branch circuit wiring color coded. Neutrals of 277v systems shall be gray. Neutrals of 120V<br />
systems shall be white.<br />
B. Feeder and power cables color coded or provided with approved phase taping or labels at all<br />
terminals.<br />
C. Phase connections at all panels identical for all areas.<br />
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D. At the completion of the project, light and power wiring shall connected for best possible phase<br />
balance and to approach a power factor of one.<br />
E. Home runs to panels shall contain only conductors of different phases therein.<br />
2.08 CONDUIT WORK<br />
A. Install all conductors in rigid steel conduit, electrical metallic tubing conduit as specified under wiring<br />
methods.<br />
B. All conduit and electrical metallic tubing shall be of standard dimensions, smooth inside and out, and<br />
shall be galvanized or sheradized.<br />
C. Connectors and couplings<br />
1. For electrical metallic tubing exposed to weather, connectors shall be watertight couplings<br />
with hexagonal heads or tap-on, multiple point, stainless steel locking ring type, with insulated<br />
throat.<br />
2. All conduit shall have threaded couplings with lock nuts and bushings.<br />
3. Conduits shall enter and be secured to all boxes, etc. in such a manner that each system will<br />
be electrically continuous from service to all outlets.<br />
4. All conduit runs from cabinets and junction boxes shall terminate in specified outlet boxes or<br />
conduit fittings.<br />
5. Outlet boxes and conduit fittings for exposed work shall be cast iron or galvanized,<br />
Crouse-Hinds condulets, or Appleton, and of the size and type to fit the location.<br />
6. Conduit connection to any box which has no threaded hub for its reception shall have double<br />
lock nuts.<br />
7. Connections to panel cabinets and pull boxes shall have grounding wedge lugs between the<br />
bushing and the box, or shall have lock nuts designed to bite into the metal.<br />
8. Provide an insulated bushing at each end of each conduit run.<br />
9. Use insulated bushings with separate lock nuts on all conduits entering panel cabinets.<br />
10. All conduit entering outlet boxes shall be provided with either an insulated throat connector or<br />
separate lock nut and insulated bushing. Bushing must be installed before any wire is pulled.<br />
D. Where the word "conduit" is used here in after, it shall mean either thick wall conduit, electrical<br />
metallic tubing or PVC.<br />
E. Flexible conduit shall be single strip.<br />
F. Conduits shall be continuous from outlet to outlet, from outlet to cabinet, junction box and pull box.<br />
G. Approved conduits are as follows:<br />
1. Flexible Conduit:<br />
a. Pittsburgh Wheatland Amerflex Anaconda Sealtite<br />
Republic Youngstown Electroflex Steelduct<br />
2. Electric Metallic Tubing:<br />
a. Allied Republic Carlon Clifton Steelduct PGH Pittsburgh<br />
Wheatland Barrett Youngstown<br />
H. All conduit lines left empty for future use and for telephone wire shall be left with a No. 16 gauge wire<br />
pulled in them and the ends securely corked or capped.<br />
I. Installation:<br />
1. No conduit shall be trapped except where so shown on the drawings.<br />
2. Generally, all conduit shall be concealed unless otherwise directed or indicated on the<br />
drawings.<br />
3. No bends permitted with a radius less than six (6) times the diameter of the conduit nor more<br />
than 90 .<br />
4. Conduits shall not be installed within six (6) inches of any surface which may be hotter than<br />
140 F.<br />
5. Provide junction boxes or pull boxes to avoid excessive runs or too many bends between<br />
outlets.<br />
6. The conduit sizes shown on the plans may be increased if desired to facilitate the pulling of<br />
cables.<br />
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South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
7. Where rigid conduit is laid below ground or below floor slabs on grade, they shall be<br />
thoroughly coated with one (1) coat of Rustoleum No. 769 and a second coat of asphaltum.<br />
Touch up all wrench marks.<br />
8. Run exposed conduit parallel with or at right angles to the building Walls and support from<br />
walls or ceilings at 5'-0" intervals with galvanized iron clamps or hangers. Devices attached<br />
to concrete shall be secured with inserts and bolts or lead expansion sleeves.<br />
9. Home runs shown on plans shall not be combined.<br />
10. Conduit couplings of the Erickson type shall be used at locations requiring joints in two<br />
conduit runs with separate origins.<br />
11. Concealed conduit run above the ceiling shall be supported independent of ceiling<br />
construction.<br />
12. Where ceilings of the lay-in type are used, conduits must be installed high enough to permit<br />
removal of ceiling panels.<br />
13. In general, the conduit installation shall follow the layout shown on the plans. However, this<br />
layout is diagrammatic only; and where changes are necessary due to structural conditions,<br />
other apparatus, or other causes, such changes shall be made without any additional cost to<br />
the Owner.<br />
14. Under no circumstances shall conduit penetrate the demising walls between<br />
auditoriums.<br />
15. No PVC conduit shall be installed above grade or slab. When the occupied space is above<br />
another occupied space, No PVC conduit shall be installed below slab.<br />
J. EMT conduit with steel set screw insulated throat-type fittings or die-cast set screw type fittings will be<br />
acceptable on interior of building, above grade, where permitted by the National Electrical Code.<br />
Below slabs on grade and on exterior of building, EMT (steel) set-screw insulated throat-type fittings<br />
or die-cast set-screw fitting will be acceptable where permitted by the National Electrical Code.<br />
K. All conduit runs which extend from the interior to the exterior of the building shall be sealed to prevent<br />
the circulation of air.<br />
L. Expansion fittings shall be installed on all conduit which passes through expansion joints in the<br />
building. Install expansion fittings in the conduits across structural joints (including building expansion<br />
joints) and in long, straight runs of non-metalic conduit (in accordance with National Electric Code).<br />
The expansion fitting(s) shall be designed to compensate for expansion and contraction and shall be<br />
sealed to prevent the entrance of water or moisture. Expansion fittings shall be UL listed and<br />
approved for grounding duty.<br />
M. Flexible conduit shall be used in making up short flexible connection to rotating or vibrating machinery<br />
or equipment. It shall be as short as possible but shall have a minimum length of 12".<br />
N. Flexible steel conduit shall be used in making short flexible connection from outlet boxes to recessed<br />
lighting fixtures. The conduit at these locations shall be as short as possible, but shall have a<br />
minimum length of 48".<br />
O. A bonding jumper shall be installed inside of all flexible conduits.<br />
P. Emergency circuits shall be run in a separate raceway.<br />
Q. Conduits mounted on auditorium side walls to be ½” maximum.<br />
2.09 CONDUCTORS<br />
A. Install complete system of wiring with all feeders and branches as shown on drawings.<br />
B. No wires or cables shall be pulled into the conduit until the conduit system is complete. Only listed<br />
lubricants may be used in pulling the wire.<br />
C. Conductors shall be continuous from outlet to outlet and from outlet to junction box or pull box.<br />
D. All splices and joints shall be made to be mechanically and electrically solid with pressure type<br />
connectors, T & B "Wire Joints", 3M "Scotch-lok", or Ideal "Wing Nut".<br />
E. Tape shall be "Scotch" No. 33 for indoor and No. 88 for outdoor.<br />
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F. Where connection is made to any terminal of more than 30 amperes capacity and where connectors<br />
larger than No. 10 are connected to any terminal , suitable copper terminal lugs shall be bolted to the<br />
conductors..<br />
G. Where multiple connections are made to the same terminal, individual lugs for each conductor shall<br />
be used.<br />
H. Each conduit shall have a minimum of two (2) wires pulled in unless that particular conduit is noted or<br />
specified as being empty.<br />
I. Conductors for lighting and receptacle circuits shall have color coded jacket. All wires shall be color<br />
coded (all wire color coded, with same color connected to same ungrounded phase throughout the<br />
installation) with type, size, make and voltage marked on it.<br />
J. Branch circuit wiring which supplies more than one fluorescent fixture through the wireway of other<br />
fixtures shall be rated at 105 C.<br />
K. Conductors are to be stranded copper.. Conductors No. 6 and smaller shall be type "THHN" or<br />
"THWN", No. 4 and larger shall be type "THHN" or "THWN". Conductor sizes No. 4 and smaller shall<br />
be 98% conductivity copper. All conductor sizes shown on plans are copper. Approved conductor<br />
manufacturers are as follows: General Cable, Essex, Rome, Triangle or Southwire.<br />
L. All low voltage wiring installed as described herein for connection by other trades or by separate<br />
contractors shall have 15' of excess wire left at end unless otherwise noted on drawings. All low<br />
voltage wiring in projection booth wireway shall have 600V insulation. All low voltage wiring not in<br />
conduit shall be plenum rated.<br />
M. All conductors are shown on the drawings and sized based on copper. At the contractor’s<br />
option, aluminum (ampacity equal to or greater than the specified copper, 75 degrees C) may<br />
be used for main feeders (only): from the transformer to MSB, from MSB to the ‘DH_’ panels.<br />
All connections for aluminum feeders shall be made with hydraulically pressed crimp lugs or<br />
sleeves. The contractor shall submit shop drawings showing the proposed feeder changes<br />
using aluminum showing the over-current protection, the specified copper conduit and<br />
conduit, the requested aluminum conductors and conduit, and the crimp connectors.<br />
N. Shared neutrals shall not be used.<br />
2.10 OUTLET BOXES<br />
A. At all outlets for lighting fixtures, wall switches, wall receptacles, telephone, etc. , galvanized steel<br />
boxes as hereinafter specified shall be used.<br />
B. Outlet boxes for fixtures and devices shall be securely attached to the building construction, using<br />
wood screws for wood construction, bolts for steel construction, and expansion bolts for masonry or<br />
concrete construction.<br />
C. Boxes in tile or masonry constructions shall be secured in place with cement mortar.<br />
D. Ceiling outlets flush in furred acoustical tile ceiling construction for surface or pendant mounted<br />
lighting fixtures shall be 4" square or octagonal pressed steel boxes supported from the building<br />
structure independent of the ceiling construction.<br />
E. All outlet boxes (EXCEPT IN THE DEMISING (separating walls between two auditoriums) AND<br />
THE FRONT WALLS IN AUDITORIUMS AND ON THE AUDITORIUM WALL IN THE PROJECTION<br />
BOOTH) shall be flush mounted within the wall regardless of wall construction, unless they are<br />
specifically shown as being used with exposed conduit. Boxes on the demising and front walls of<br />
auditoriums shall be surface mounted.<br />
F. Where outlet boxes are used to support lighting fixtures, the outlet box shall be firmly anchored to the<br />
structural members of the building.<br />
G. Outlet boxes and covers shall be of such form and dimensions as to be adapted to their specific<br />
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usage, location, and size and number of conduits connecting thereto.<br />
H. Where devices are indicated at same location, mount in combined sectional gang boxes.<br />
I. Covers shall be installed on all junction boxes, capped outlets and all outlets not indicated as<br />
containing wiring devices or lighting fixtures. Covers for outlets in walls shall match cover specified<br />
for wall switches and receptacles.<br />
J. Outlet boxes in conduit work exposed to the weather and for vapor tight lighting fixtures and devices<br />
shall be of cast corrosion resistant type.<br />
K. Stamped steel outlet boxes shall be manufactured by Appleton Electric Company , Raco<br />
Manufacturing Company, or Steel City Electric Company.<br />
2.11 LOCATIONS OF OUTLETS AND FIXTURES<br />
A. Approximate locations of outlets are shown on drawings. Exact locations shall be determined at<br />
building. Electrical drawings show relative outlet locations only. Determine exact locations by<br />
Architectural drawings, dimensions and building conditions. All outlets shall be accurately set<br />
according to Architect's direction.<br />
B. Center outlets occurring in Architectural features accurately in same. Space wall switch outlets equal<br />
distance from all door trim. The right is reserved to change the exact location of any outlet, light<br />
fixture or J-box up to 20 feet in any room before it is permanently installed without additional cost.<br />
C. Concealed J-Boxes shall have access doors installed.<br />
2.12 WALL SWITCH<br />
A. Provide wall switches where shown on drawings. Install 42" above finished floor to center line or as<br />
required to meet ADA unless otherwise noted.<br />
B. Switches shall be Hubbell #1121 or equal switches manufactured by Arrow-Hart, Pass and Seymour,<br />
or Eagle.<br />
C. See 2.14 for colors.<br />
D. Where more than one switch is shown, mount in gang under gang type plates, except that emergency<br />
switches shall not be ganged with normal duty switches.<br />
E. Screw firmly to box. Do not depend on plates to pull the boxes tight.<br />
F. Occupancy switches are to be Legrand watt-stopper, model #DW-100 dual technology, white<br />
color. Occupancy switches are to be installed in all storage rooms, janitor’s closets, and<br />
offices.<br />
2.13 WALL RECEPTACLES<br />
A. Provide receptacles where shown on drawings. Install 18" A.F.F. to center line unless otherwise<br />
noted.<br />
B. Receptacles shall be Hubbell #5362 or equal receptacles as manufactured by Arrow-Hart, General<br />
Electric, or Leviton.<br />
C. See 2.14 for colors.<br />
D. Receptacles in each auditorium shall be black (with black cover plates), 20 amp, Hubbell<br />
#5362BLB or equal.<br />
2.14 DEVICE PLATES and COLORS:<br />
A. Install device plates on wall switches and receptacles.<br />
B. Device plates shall be of standard size and match the color and finish of the switches and<br />
receptacles.<br />
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South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
C. For areas designated by Architect as unfinished locations or surface mount, install galvanized steel<br />
plates of design to fit outlets.<br />
D. Where more than one device is mounted at same location, install gang type plates.<br />
E. Device covers in the concession or food areas shall be stainless steel.<br />
F. In public spaces and auditoriums: black devices and black cover plates.<br />
G. In concession and scullery: gray device and stainless steel cover plates.<br />
H. In offices and projection booth, ivory or white device and matching cover plate.<br />
2.15 MOTOR AND APPARATUS WIRING<br />
A. Other trades will furnish and install all motors indicated on drawings. The electrical Sub-contractor<br />
shall provide all line voltage wiring to the motors as well as starters and overload protection/safety<br />
switches.<br />
B. All motor sizes and locations indicated are approximate; make connections to equipment as actually<br />
installed. Before installing wire and conduit, check the nameplate data against information shown on<br />
drawings and call attention of Architect or Engineer to any discrepancies discovered.<br />
C. Furnish and install all power wiring for heating and air conditioning equipment, according to wiring<br />
diagrams furnished by heating and air conditioning contractors.<br />
D. Motor power wiring, for the purpose of this specification, is defined as those conductors necessary<br />
between the energy source and the motor to conduct the electrical energy. All other wiring, such as<br />
for remote push button station, firestats or aquastats, for use with magnetic starters, all thermostats<br />
(low or line voltage), all wiring to or from all heating and air conditioning control panels, except the<br />
primary power source, pneumatic-electric switches or relays, interlock wiring, etc., is defined as<br />
control wiring, and is included in this section of the specifications.<br />
E. Make flexible conduit connection to each motor.<br />
F. Furnish and install disconnect switches and starters where required.<br />
G. Wire and connect all electrically operated equipment requiring line voltage connections.<br />
H. Thermal overload protection provided for single phase motors by manual switches with overload units<br />
rated as required by specific motor to be served. Manufactured by Cutler-Hammer, General Electric,<br />
or Square with NEMA Type 1 enclosure.<br />
I. Furnish and install local disconnect switches for all signs and equipment, as required by the local<br />
authorities or as shown on the drawings.<br />
2.16 FUSES<br />
A. Fuses for motor and transformer circuits shall be Bussmann "Fusetron".<br />
B. Fuses for circuits other than motors shall be Bussman class JKS, or as noted on the drawings.<br />
C. Equal fuses by General Electric, Littlefuse or Chase Shamut will be acceptable.<br />
D. Provide fuses per manufacturer's recommendations in all fusible disconnects serving mechanical<br />
equipment.<br />
E. Provide 3 spare fuses for each size and type of fuse and a fuse cabinet to be mounted in the main<br />
electrical room.<br />
2.17 SAFETY SWITCHES (Disconnect Switches)<br />
A. Provide heavy duty safety switches where indicated on drawings. Switches shall be G. E., Square D,<br />
Westinghouse or approved equal, and shall have factory applied gray finish.<br />
Cinemark 16050 - 9 Basic Electrical Materials and Methods<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
B. Provide engraved laminate plastic nameplate giving manufacturer's name, type of switch and<br />
electrical ratings.<br />
C. Where switch is installed remote from equipment wired to, provide etched laminate plastic label on<br />
switch cover.<br />
D. Provide NEMA-3R enclosures for switches mounted exterior of building exposed to weather.<br />
E. Safety switches for air conditioning equipment shall be fused.<br />
2.18 LIGHTING FIXTURES<br />
A. The light fixtures and lamps shall be furnished and installed according to fixture schedule as indicated<br />
on the drawings.<br />
B. All fixtures shall be properly polarized. Connect shell of lamp holder to neutral conductor.<br />
C. Grounding of light fixtures shall comply fully with National Electrical Code Sections 410-91 through<br />
410-96.<br />
D. All fluorescent fixtures to have Osram System 32 (or equal), electronic ballasts and GMF/HLR fusing.<br />
Ballasts shall be high power factor. Lamps shall be matched with the ballast and shall be high<br />
efficiency, T-8.<br />
E. Recessed fixtures shall be coordinated to match the construction into which they are installed, i.e.,<br />
lay-in, gyp board, rated ceilings, insulation, etc.<br />
F. Each recessed lighting fixture shall have a trim to match the type of ceiling (plaster, grid, exposed<br />
panel, etc.) in which it is being installed, regardless of catalog number.<br />
G. The contractor shall be responsible for confirming all ceiling types before ordering lighting fixtures<br />
shipped to the job.<br />
H. Each lighting fixture recessed in a plastered ceiling of any type shall have a plaster frame.<br />
I. Each lighting outlet on the drawings is lettered. The letter indicates the type of fixture on the fixture<br />
schedule.<br />
J. The contractor shall provide a lighting fixture at each outlet shown on the drawings. The fixture<br />
installed shall be the type indicated or specified. Ballast voltage shall match outlet voltage.<br />
K. All lighting fixtures shall be supported from the building structure. Attach downlight support channels<br />
and layin fixtures to suspension Tees with clips (4 per fixture). The contractor shall coordinate this<br />
requirement with the ceiling trades. The number, type, and guage of support wires shall be as<br />
required by the governing authorities.<br />
L. Light fixture submittal shall clearly indicate the lamp type and ballast (if applicable.)<br />
M. Light fixtures in one hour ceilings shall have gyp board enclosures to satisfy U.L.<br />
N. The locations (and quantities) of the light fixtures in the auditoriums shown on the electrical<br />
drawings are to be used (as opposed to the architectural reflected ceiling plan).<br />
O. The lamp supplier will provide 10% spare lamps of each lamp type shortly after the theatre opens.<br />
P. All lamps are to be either Philips, Oshram, or GE. Submit shop drawings for approval.<br />
Q. All fixtures adjacent to insulation or within a gyp board tent shall be I.C. rated.<br />
R. The lamp supplier will provide the lamps with the light fixtures. The contractor shall furnish and install<br />
all lamps which burn out or fail during the period of construction (until the theatre officially opens for<br />
business).<br />
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South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
S. The contractor shall furnish the labor warrantee for all Owner supplied light fixtures during<br />
construction and for a period of one year after the theatre opens. This labor warrantee shall apply to<br />
the fixture, the fixture installation, and the ballast. The labor and parts warrantee for lamps shall<br />
apply only during construction and shall not extend past the opening of the theatre. Any<br />
compensation from the fixture manufacturer to the contractor for the replacement of defective fixtures<br />
shall be between the contractor and the manufacturer.<br />
T. The contractor shall receive (and sign), store, inventory the Owner furnished light fixtures and lamps.<br />
2.19 AISLE LIGHT FIXTURES (TYPE 'T' or ‘TS’, ‘TC’, or ‘TW’)<br />
A. The aisle lighting system shall be furnished and installed as indicated on the Matrix of Responsibility.<br />
B. The replaceable light type system shall include all necessary extrusions, transformers, wires,<br />
fasteners, etc. to form a complete and operating system.<br />
C. The components of the system shall be as follows:<br />
1) The extrusion shall be rigid vinyl, architectural bronze color, in 10' increments. The profile<br />
shall have double wall thickness with weep channels for drainage. The configuration shall<br />
be "carpet to edge". The extrusion shall satisfy all ADA requirements.<br />
2) The lens cover shall be polycarbonate with the color (clear,bronze or amber) as specified<br />
by the architect.<br />
3) The conductor shall be 2 conductor, 22 gauge stranded wire.<br />
4) The lamps are to be 1.4 watt, 28 volt, at 12" on center.<br />
5) The socket is to have a PF 1 fire rating, polycarbonate, self extinguishing.<br />
6) The transformer shall be a 75 VA Class II transformer (energy limiting with inherent output<br />
protection), dual tap, mounted in a 10"x10"x4" enclosure with a 2 amp dimmer installed.<br />
The aisle lights shall be powered from the 12volt taps.<br />
D. The number of transformers and the number of feeds shall be determined by the contractor based on<br />
the actual installed length of the track. Each transformer and feed to the track shall serve 80 feet of<br />
track.<br />
2.20 LAMPS<br />
A. The lamp (as indicated on the drawings) supplier shall furnish the initial supply of lamps with the light<br />
fixtures. The contractor shall furnish and install all replacement lamps which burn out during the<br />
course of construction (until the completion of the punch list).<br />
B. Lamps shall be as specified in fixture schedule on plans.<br />
C. Fluorescent lamps shall be T8 as scheduled.<br />
D. Fluorescent lamps shall be pre-heat, rapid start, cool white unless otherwise noted, with a rated life of<br />
18,000 hours at three hours per start.<br />
E. Incandescent lamps shall be inside frosted (except as otherwise noted), extended service with a rated<br />
life of 2,500 hours.<br />
F. Reflector lamps (R and PAR) shall have the beam type as called for in the lighting fixture schedule,<br />
and shall have a rated life of 2,000 hours.<br />
G. All lamps are to be either Philips, Oshram, or GE. Submit shop drawings for approval.<br />
I. The lamp supplier shall furnish 10% spare lamps (10% of each lamp type) to the theatre manager<br />
after the completion of the punch list.<br />
2.21 GROUND CONNECTIONS<br />
A. Complete all equipment grounding of all appliances and electrically operated equipment in all areas to<br />
meet National Electrical Code and local code requirements.<br />
2.22 SYRUP CHASES<br />
1. All in-ground syrup chases shall be schedule 40 PVC with radius sweeps. For 6" chase sizes, the<br />
sweeps shall have an 18" radius.<br />
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2. All syrup chases located on a floor not on grade shall be 16 gauge galvanized metal with long radius<br />
sweeps.<br />
1. The joints on the metal syrup chases shall be sealed with Uni-Weather Mastic sealant.<br />
1. The radius of the 90 degree sweeps shall be 30 inches.<br />
2. The chases shall be as manufactured by AERO Conveying system or equal.<br />
3. The metal syrup chases shall be suspended at no less than 4 feet on center with a loop<br />
hanger or Unistrut.<br />
4. The ends of the chase shall be finished with a bell mouth fitting.<br />
2.23 EQUIPMENT AND CONTROL WIRING:<br />
A. Furnish and install all power and control wiring to the exhaust fan(s) serving the popcorn poppers at<br />
the concession stand(s) and the toilets.<br />
B. Air Conditioning unit control components shall be furnished and installed as shown on the drawings.<br />
C. The electrical contractor shall warranty the installation and wiring of the controls for a period of one<br />
year. The electrical contractor shall furnish a one year labor warranty for the controls.<br />
D. Furnish and install all power and control wiring to all equipment.<br />
F. All line and low voltage control items shall be furnished (other than the temperature controls<br />
hardware) , installed (all), and connected (all) as part of the work of this section.<br />
2.24 MOTORS AND STARTERS<br />
A. National Electrical Manufacturer's Association Specifications.<br />
B. Prime coat and finish coat of gray or black paint at factory.<br />
C. If not built into equipment at factory, furnish starters and overload protection devices for all motors.<br />
Overload protection devices shall protect all phases of each motor.<br />
D. Starters for 3-phase motors 1/2 hp and larger, magnetic type and full overload and under-voltage<br />
protection and integral mounted push buttons, or remote control interlocks as required, shall be<br />
furnished for all automatically operated fans, blowers, pumps, etc.<br />
E. Coordinate with the mechanical drawings for contractor requirements in the applicable starters.<br />
F. Starters surface or flush mounted as indicated.<br />
G. Starters located exterior to the building shall have NEMA 3R enclosures.<br />
2.25 GROUND FAULT SYSTEM REPORT<br />
A. As required by the national electric code, Article 230-95c, provide a performance test of the ground<br />
fault protective equipment.<br />
B. The report should indicate the equipment tested, visual and mechanical inspection, and the results of<br />
the electrical tests.<br />
C. The electrical tests should include the following:<br />
1. System neutral insulation resistance.<br />
2. Pickup current by primary injector at the sensor.<br />
3. Time delay at two points above the pickup current level by injecting current into the sensor.<br />
4. System operation at 55% of rated voltage to verify system trip at this voltage.<br />
5. Visually inspect the switchboard neutral bus downstream of neutral disconnect link to verify<br />
absence of ground connections.<br />
6. Measure the system neutral insulation resistance downstream of neutral disconnect link to<br />
verify absence of grounds.<br />
D. Test Result Evaluation:<br />
1. The system neutral insulation resistance should be above 100 ohms, and preferably 1<br />
megohm or better.<br />
2. The maximum pickup setting of the ground fault protection shall be 1200 amperes, and the<br />
Cinemark 16050 - 12 Basic Electrical Materials and Methods<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
maximum time delay shall be one (1) second for ground fault currents equal to or greater<br />
than 3000 amperes (NEC 230-95).<br />
3. The relay pickup current should be within ten percent (10%) of the manufacturer's published<br />
time current characteristic curves.<br />
4. The relay timing should be in accordance with the manufacturer's published time current<br />
characteristic curves.<br />
E. The report shall include initial and final values. The electrical contractor shall make adjustments and<br />
repairs to the equipment and the installation in order to meet or exceed the minimum specified test<br />
results.<br />
F. The report shall be signed and sealed by a registered professional engineer of the state in which the<br />
project is constructed.<br />
2.26 SIGNAGE & EQUIPMENT<br />
A. Provide disconnecting means in accordance with NEC 600.6.<br />
B. All circuits for LED, signage, and neon shall be separate neutrals.<br />
2.27 GUARANTY-WARRANTY<br />
A. The sub-contractor shall furnish a written warranty, countersigned and guaranteed by the General<br />
Contractor, stating that all work executed under this section will be free from defects of<br />
workmanship and materials for a period of one (1) year from the date of final acceptance.<br />
B. The above parties further agree that they will, at their own expense, repair and replace all such<br />
defective work and all other work damaged thereby, which becomes defective during the term of<br />
the Guaranty-Warranty.<br />
END OF SECTION<br />
Cinemark 16050 - 13 Basic Electrical Materials and Methods<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
SECTION 16050 16051<br />
SITE BASIC ELECTRICAL MATERIALS AND METHODS<br />
PART 1 - GENERAL<br />
1.01 RELATED DOCUMENTS<br />
A. Drawings and general provisions of the Contract, including General and Supplementary<br />
Conditions and Division 1 Specification Sections, apply to this Section.<br />
1.02 SUMMARY<br />
A. This Section includes the following:<br />
1. Electrical equipment coordination and installation.<br />
2. Sleeves for raceways and cables.<br />
3. Sleeve seals.<br />
4. Common electrical installation requirements.<br />
5. Local conditions.<br />
1.03 DEFINITIONS<br />
A. ATS: Acceptance Testing Specifications.<br />
B. EPDM: Ethylene-propylene-diene terpolymer rubber.<br />
C. NBR: Acrylonitrile-butadiene rubber.<br />
D. Codes and Standards :<br />
NFPA<br />
National Fire Protection Association.<br />
NEC National Electrical Code NFPA 70.<br />
Cal-OSHA<br />
California Occupational Safety Health Act.<br />
SFM<br />
California State Fire Marshal.<br />
CAC<br />
California Administrative Code.<br />
ANSI<br />
American National Standards Institute, Inc.<br />
ASTM<br />
American Society for Testing and Materials.<br />
NEMA<br />
National Electrical Manufacturers Association.<br />
UL<br />
Underwriters' Laboratories, Inc.<br />
EIA<br />
Electronic Industries Association.<br />
NECA<br />
National Electrical Contractors Association.<br />
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CEC<br />
California Electrical Code<br />
1.04 SUBMITTALS<br />
A. Product Data: For each type of product indicated.<br />
1.05 QUALITY ASSURANCE<br />
A. Test Equipment Suitability and Calibration: Comply with NETA ATS, "Suitability of Test<br />
Equipment" and "Test Instrument Calibration."<br />
1.06 COORDINATION<br />
A. Coordinate arrangement, mounting, and support of electrical equipment:<br />
1. To allow maximum possible headroom unless specific mounting heights that<br />
reduce headroom are indicated.<br />
2. To provide for ease of disconnecting the equipment with minimum interference to<br />
other installations.<br />
3. To allow right of way for piping and conduit installed at required slope.<br />
4. So connecting raceways, cables, wireways, cable trays, and busways will be clear<br />
of obstructions and of the working and access space of other equipment.<br />
B. Coordinate installation of required supporting devices and set sleeves in cast-in-place<br />
concrete, masonry walls, and other structural components as they are constructed.<br />
C. Coordinate location of access panels and doors for electrical items that are behind<br />
finished surfaces or otherwise concealed. Access doors and panels are specified in<br />
Division 8 Section “Access Doors and Frames."<br />
D. Coordinate electrical testing of electrical, mechanical, and architectural items, so<br />
equipment and systems that are functionally interdependent are tested to demonstrate<br />
successful interoperability. Coordinate system pre-testing and turnover to the Owner for<br />
final testing by the independent testing agency. It is the Contractor’s responsibility to<br />
coordinate the schedule for this agency so as not to interfere with the Contract schedule,<br />
milestone dates, and project completion. The Contractor shall obtain schedule availability<br />
and duration information from the testing agency and incorporate these items into t he<br />
Contract schedule.<br />
1.07 LOCKS<br />
A. Locks: Coordinate lock keying with the Owner for type. All panelboards and cabinets shall<br />
be keyed alike.<br />
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1.08 RECORD DRAWINGS<br />
A. The Contractor shall include in his bid the cost for “As-Built” drawings. As-Built drawings<br />
shall be produced in Auto Cadd 2008 or newer<br />
1.09 SUBMITTALS/SHOP DRAWINGS<br />
A. All submittals/shop drawings shall be turned in at one time. Individual sections submitted<br />
independently are cause for rejection.<br />
B. Substitutions:<br />
1. Any substitutions from the specified items shall include the specified item in the<br />
submittal for cross reference.<br />
2. No substituted items will be accepted without a copy of the specified item<br />
submitted along with the substitution.<br />
PART 2 - PRODUCTS<br />
2.01 MANUFACTURERS<br />
A. In other Part 2 articles where titles below introduce lists, the following requirements apply<br />
to product selection:<br />
1. Manufacturers: Subject to compliance with requirements, provide products by one<br />
of the manufacturers specified.<br />
2.02 SLEEVES FOR RACEWAYS AND CABLES<br />
A. Steel Pipe Sleeves: ASTM A 53/A 53M, Type E, Grade B, Schedule 40, galvanized steel,<br />
plain ends.<br />
B. Cast-Iron Pipe Sleeves: Cast or fabricated "wall pipe," equivalent to ductile-iron pressure<br />
pipe, with plain ends and integral waterstop, unless otherwise indicated.<br />
C. Sleeves for Rectangular Openings: Galvanized sheet steel with minimum 0.052- or<br />
0.138-inch (1.3- or 3.5-mm) thickness as indicated and of length to suit application.<br />
D. Coordinate sleeve selection and application with selection and application of firestopping<br />
specified in Division 7 "Firestopping."<br />
2.03 SLEEVE SEALS<br />
A. Description: Modular sealing device, designed for field assembly, to fill annular space<br />
between sleeve and raceway or cable.<br />
1. Manufacturers:<br />
a. Advance Products & Systems, Inc.<br />
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. Calpico, Inc.<br />
c. Metraflex Co.<br />
d. Pipeline Seal and Insulator, Inc.<br />
2. Sealing Elements: NBR interlocking links shaped to fit surface of cable or conduit.<br />
Include type and number required for material and size of raceway or cable.<br />
3. Pressure Plates: Carbon steel. Include two for each sealing element.<br />
4. Connecting Bolts and Nuts: Carbon steel with corrosion-resistant coating of length<br />
required to secure pressure plates to sealing elements. Include one for each<br />
sealing element.<br />
PART 3 - EXECUTION<br />
3.01 COMMON REQUIREMENTS FOR ELECTRICAL INSTALLATION<br />
A. Comply with NECA 1.<br />
B. Measure indicated mounting heights to bottom of unit for suspended items and to center<br />
of unit for wall-mounting items.<br />
C. Headroom Maintenance: If mounting heights or other location criteria are not indicated,<br />
arrange and install components and equipment to provide maximum possible headroom<br />
consistent with these requirements.<br />
D. Equipment: Install to facilitate service, maintenance, and repair or replacement of<br />
components of both electrical equipment and other nearby installations. Connect in such<br />
a way as to facilitate future disconnecting with minimum interference with other items in<br />
the vicinity.<br />
E. Right of Way: Give to raceways and piping systems installed at a required slope.<br />
3.02 SLEEVE INSTALLATION FOR ELECTRICAL PENETRATIONS<br />
A. Electrical penetrations occur when raceways, cables, wireways, cable trays, or busways<br />
penetrate concrete slabs, concrete or masonry walls, or fire-rated floor and wall<br />
assemblies.<br />
B. Coordinate sleeve selection and application with selection and application of firestopping<br />
specified in Division 7 Section "Firestopping."<br />
C. Concrete Slabs and Walls: Install sleeves for penetrations unless core-drilled holes or<br />
formed openings are used. Install sleeves during erection of slabs and walls.<br />
D. Use pipe sleeves unless penetration arrangement requires rectangular sleeved opening.<br />
E. Rectangular Sleeve Minimum Metal Thickness:<br />
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1. For sleeve cross-section rectangle perimeter less than 50 inches (1270 mm) and<br />
no side greater than 16 inches (400 mm), thickness shall be 0.052 inch (1.3 mm).<br />
2. For sleeve cross-section rectangle perimeter equal to, or greater than, 50 inches<br />
(1270 mm) and 1 or more sides equal to, or greater than, 16 inches (400 mm),<br />
thickness shall be 0.138 inch (3.5 mm)/<br />
F. Fire-Rated Assemblies: Install sleeves for penetrations of fire-rated floor and wall<br />
assemblies unless openings compatible with firestop system used are fabricated during<br />
construction of floor or wall.<br />
G. Cut sleeves to length for mounting flush with both surfaces of walls.<br />
H. Extend sleeves installed in floors 2 inches (50 mm) above finished floor level.<br />
I. Size pipe sleeves to provide 1/4-inch (6.4-mm) annular clear space between sleeve and<br />
raceway or cable unless sleeve seal is to be installed.<br />
J. Seal space outside of sleeves with grout for penetrations of concrete and masonry and<br />
with approved joint compound for gypsum board assemblies.<br />
K. Interior Penetrations of Non-Fire-Rated Walls and Floors: Seal annular space between<br />
sleeve and raceway or cable, using joint sealant appropriate for size, depth, and location<br />
of joint. Refer to Division 7 Section "Joint Sealants" for materials and installation.<br />
L. Fire-Rated-Assembly Penetrations: Maintain indicated fire rating of walls, partitions,<br />
ceilings, and floors at raceway and cable penetrations. Install sleeves and seal raceway<br />
and cable penetration sleeves with firestop materials. Comply with Division 7 Section<br />
"Firestopping."<br />
M. Roof-Penetration Sleeves: Seal penetration of individual raceways and cables with<br />
flexible boot-type flashing units applied in coordination with roofing work.<br />
N. Aboveground, Exterior-Wall Penetrations: Seal penetrations using sleeves and<br />
mechanical sleeve seals. Select sleeve size to allow for 1-inch (25-mm) annular clear<br />
space between pipe and sleeve for installing mechanical sleeve seals.<br />
O. Underground, Exterior-Wall Penetrations: Install cast-iron "wall pipes" for sleeves. Size<br />
sleeves to allow for 1-inch (25-mm) annular clear space between raceway or cable and<br />
sleeve for installing mechanical sleeve seals.<br />
3.03 SLEEVE-SEAL INSTALLATION<br />
A. Install to seal underground, exterior wall penetrations.<br />
B. Use type and number of sealing elements recommended by manufacturer for raceway or<br />
cable material and size. Position raceway or cable in center of sleeve. Assemble<br />
mechanical sleeve seals and install in annular space between raceway or cable and<br />
sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and<br />
make watertight seal.<br />
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3.04 FIRESTOPPING<br />
A. Apply firestopping to electrical penetrations of fire-rated floor and wall assemblies to<br />
restore original fire-resistance rating of assembly. Firestopping materials and installation<br />
requirements are specified in Division 7 "Firestopping."<br />
3.05 FIELD QUALITY CONTROL<br />
A. Inspect installed sleeve and sleeve-seal installations and associated firestopping for<br />
damage and faulty work.<br />
3.06 TESTING, CERTIFICATION<br />
A. Testing: The Contractor will retain the services of an independent testing agency that will<br />
perform final systems testing on all electrical equipment. It is the Contractor’s responsibility<br />
to pre-test all equipment to ensure it is functional and operational prior to turning it over<br />
to the Testing Company for final test. The specification Section 26 60 00 “Acceptance<br />
Testing” spells out the testing requirements for the Contractor and for the testing agency.<br />
The following are general requirements for the Contractor.<br />
1. Provide tests specified in other sections. Test all wiring and connections for continuity<br />
and grounds; where such test indicate faulty insulation or other defects, locate,<br />
repair and retest. Balance loads at panelboards. Furnish all testing equipment.<br />
2. Refer to the individual specification sections and Section 26 60 00 “Acceptance<br />
Testing” of the specifications for test requirements.<br />
3. Five (5) typewritten copies of the results of tests performed by the Contractor shall<br />
be submitted to the Owner's Representative for approval. Testing does not replace<br />
the requirement for final inspection of the project work.<br />
4. All electrical systems shall be tested for compliance with the specifications.<br />
B. Manufacturers Certifications:<br />
1. The electrical systems specified herein shall be reviewed for compliance with theses<br />
specifications, installation in accordance with the manufacturer’s recommendations<br />
and system operation by a representative of the manufacturer. The manufacturer<br />
shall submit certification that the system has been reviewed by the manufacturer<br />
is installed in accordance with the manufacturer's recommendations and is<br />
operating in accordance with the specifications.<br />
2. Provide manufacturers certification for the following systems:<br />
a. Fire Alarm System.<br />
b. Clock System.<br />
c. Public Address System.<br />
d. Lighting Control Systems.<br />
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e. Automatic transfer switches.<br />
END OF SECTION 26 05 00<br />
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SECTION 16060<br />
SITE GROUNDING AND BONDING<br />
PART 1 - GENERAL<br />
1.01 RELATED DOCUMENTS<br />
A. Drawings and general provisions of the Contract, including General and Supplementary<br />
Conditions and Division 1 Specification Sections, apply to this Section.<br />
1.02 SUMMARY<br />
A. This Section includes grounding of electrical systems and equipment. Grounding<br />
requirements specified in this Section may be supplemented by special requirements of<br />
systems described in other Sections.<br />
B. Related Sections include the following:<br />
1. Section “Basic Electrical Materials and Methods”.<br />
2. Section “Conductors and Cables” for basic grounding conductors.<br />
3. Section “Raceways and Boxes”.<br />
4. Section “Wiring Devices” for grounding provisions and isolated grounding<br />
receptacle features.<br />
5. Section “Switchboards” for grounding provisions.<br />
6. Section “Panelboards” for grounding provisions.<br />
1.03 SUBMITTALS<br />
A. Product Data: For the following:<br />
1. Ground rods.<br />
2. Chemical rods.<br />
3. Ground clamps.<br />
B. Qualification Data: For firms and persons specified in "Quality Assurance" Article.<br />
1.04 QUALITY ASSURANCE<br />
A. Testing Agency: The Contractor will retain the services of an independent testing agency<br />
as defined by OSHA in 29 CFR 1910.7 or a member company of the InterNational<br />
Electrical Testing Association to perform final testing of the grounding system. The<br />
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Contractor is required to perfume pre-testing of the system to ensure compliance with the<br />
specifications prior to turning over to the testing agency for final test.<br />
B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in<br />
CEC 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and<br />
marked for intended use.<br />
1. Comply with UL 467.<br />
C. Comply with CEC 70; for overhead-line construction and medium-voltage underground<br />
construction, comply with IEEE C2.<br />
D. Comply with NFPA 780 and UL 96 when interconnecting with lightning protection system.<br />
PART 2 - PRODUCTS<br />
2.01 MANUFACTURERS<br />
A. Manufacturers: Subject to compliance with requirements, provide products by one of the<br />
following:<br />
1. Grounding Conductors, Cables, Connectors, and Rods:<br />
a. Chance/Hubbell.<br />
b. Copperweld Corp.<br />
c. Framatome Connectors/Burndy Electrical.<br />
d. ILSCO.<br />
e. Kearney/Cooper Power Systems.<br />
f. Lyncole XIT Grounding.<br />
g. O-Z/Gedney Co.; a business of the EGS Electrical Group.<br />
h. Raco, Inc.; Division of Hubbell.<br />
i. Thomas & Betts, Electrical.<br />
2.02 GROUNDING CONDUCTORS<br />
A. For insulated conductors, comply with Section "Conductors and Cables."<br />
B. Equipment Grounding Conductors: Insulated with green-colored insulation.<br />
C. Isolated Ground Conductors: Insulated with green-colored insulation with yellow stripe.<br />
On feeders with isolated ground, use colored tape, alternating bands of green and yellow<br />
tape to provide a minimum of three bands of green and two bands of yellow.<br />
D. Grounding Electrode Conductors: Stranded cable.<br />
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E. Underground Conductors: Bare, tinned, stranded, unless otherwise indicated.<br />
F. Bare Copper Conductors: Comply with the following:<br />
1. Solid Conductors: ASTM B 3.<br />
2. Assembly of Stranded Conductors: ASTM B 8.<br />
3. Tinned Conductors: ASTM B 33.<br />
G. Copper Bonding Conductors: As follows:<br />
1. Bonding Conductor: No. 4 or No. 6 AWG, stranded copper conductor.<br />
2. Bonding Jumper: Bare copper tape, braided bare copper conductors, terminated<br />
with copper ferrules; 1-5/8 inches (42 mm) wide and 1/16 inch (1.5 mm) thick.<br />
3. Tinned Bonding Jumper: Tinned-copper tape, braided copper conductors,<br />
terminated with copper ferrules; 1-5/8 inches (42 mm) wide and 1/16 inch (1.5 mm)<br />
thick.<br />
H. Grounding Bus: Bare, annealed copper bars of rectangular cross section, with insulators.<br />
2.03 CONNECTOR PRODUCTS<br />
A. Comply with IEEE 837 and UL 467; listed for use for specific types, sizes, and<br />
combinations of conductors and connected items.<br />
B. Bolted Connectors: Bolted-pressure-type connectors, or compression type.<br />
C. Welded Connectors: Exothermic-welded type, in kit form, and selected per<br />
manufacturer's written instructions.<br />
2.04 GROUNDING ELECTRODES<br />
A. Ground Rods: Copper-clad steel.<br />
1. Size: 5/8 by 120 inches (19 by 3000 mm) in diameter.<br />
B. Chemical Electrodes: Copper tube, straight or L-shaped, filled with nonhazardous chemical<br />
salts, terminated with a 4/0 bare conductor. Provide backfill material recommended by<br />
manufacturer.<br />
PART 3 - EXECUTION<br />
3.01 APPLICATION<br />
A. In raceways, use insulated equipment-grounding conductors.<br />
B. Exothermic-Welded Connections: Use for connections to structural steel and for<br />
underground connections, except those at test wells.<br />
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C. Equipment Grounding Conductor Terminations: Use bolted pressure clamps.<br />
D. Ground Rod Clamps at Test Wells: Use bolted pressure clamps with at least two bolts.<br />
E. Grounding Bus: Install in electrical and telephone equipment rooms, in rooms housing<br />
service equipment, and elsewhere as indicated.<br />
1. Use insulated spacer; space 1 inch (25.4 mm) from wall and support from wall 6<br />
inches (150 mm) above finished floor, unless otherwise indicated.<br />
2. At doors, route the bus up to the top of the doorframe, across the top of the<br />
doorway, and down to the specified height above the floor.<br />
3.02 EQUIPMENT GROUNDING CONDUCTORS<br />
A. Comply with CEC 70, Article 250, for types, sizes, and quantities of equipment grounding<br />
conductors, unless specific types, larger sizes, or more conductors than required by<br />
CEC 70 are indicated.<br />
B. Install equipment-grounding conductors in all feeders and circuits.<br />
C. Computer Outlet Circuits: Install insulated equipment grounding conductor in branchcircuit<br />
runs from computer-area power panels or power-distribution units.<br />
D. Isolated Grounding Receptacle Circuits: Install an insulated equipment-grounding<br />
conductor connected to the receptacle grounding terminal. Isolate grounding conductor<br />
from raceway and from panelboard grounding terminals. Terminate at equipment<br />
grounding conductor terminal of the applicable derived system or service, unless<br />
otherwise indicated.<br />
E. Isolated Equipment Enclosure Circuits: For designated equipment supplied by a branch<br />
circuit or feeder, isolate equipment enclosure from supply raceway with a nonmetallic<br />
raceway fitting listed for the purpose. Install fitting where raceway enters enclosure, and<br />
install a separate equipment-grounding conductor. Isolate equipment grounding<br />
conductor from raceway and from panelboard grounding terminals. Terminate at<br />
equipment grounding conductor terminal of the applicable derived system or service,<br />
unless otherwise indicated.<br />
F. Nonmetallic Raceways: Install an equipment-grounding conductor in nonmetallic<br />
raceways unless they are designated for telephone or data cables.<br />
G. Water Heater, Heat-Tracing, and Antifrost Heating Cables: Install a separate equipment<br />
grounding conductor to each electric water heater, heat-tracing, and antifrost heating<br />
cable. Bond conductor to heater units, piping, connected equipment, and components.<br />
H. Metal Poles Supporting Outdoor Lighting Fixtures: Provide a grounding electrode in<br />
addition to installing a separate equipment-grounding conductor with supply branch-circuit<br />
conductors.<br />
3.03 INSTALLATION<br />
A. Ground Rods: Install at least three rods spaced at least one-rod length from each other<br />
and located at least the same distance from other grounding electrodes.<br />
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1. Drive ground rods until tops are 2 inches (50 mm) below finished floor or final<br />
grade, unless otherwise indicated.<br />
2. Interconnect ground rods with grounding electrode conductors. Use exothermic<br />
welds, except at test wells and as otherwise indicated. Make connections without<br />
exposing steel or damaging copper coating.<br />
B. Grounding Conductors: Route along shortest and straightest paths possible, unless<br />
otherwise indicated. Avoid obstructing access or placing conductors where they may be<br />
subjected to strain, impact, or damage.<br />
C. Bonding Straps and Jumpers: Install so vibration by equipment mounted on vibration<br />
isolation hangers and supports is not transmitted to rigidly mounted equipment. Use<br />
exothermic-welded connectors for outdoor locations, unless a disconnect-type connection<br />
is required; then, use a bolted clamp. Bond straps directly to the basic structure taking<br />
care not to penetrate any adjacent parts. Install straps only in locations accessible for<br />
maintenance.<br />
D. Metal Water Service Pipe: Provide insulated copper grounding conductors, in conduit,<br />
from building's main service equipment, or grounding bus, to main metal water service<br />
entrances to building. Connect grounding conductors to main metal water service pipes<br />
by grounding clamp connectors. Where a dielectric main water fitting is installed, connect<br />
grounding conductor to street side of fitting. Bond metal grounding conductor conduit or<br />
sleeve to conductor at each end.<br />
E. Water Meter Piping: Use braided-type bonding jumpers to electrically bypass water<br />
meters. Connect to pipe with grounding clamp connectors.<br />
F. Bond interior metal piping systems and metal air ducts to equipment grounding<br />
conductors of associated pumps, fans, blowers, electric heaters, and air cleaners. Use<br />
braided-type bonding straps.<br />
G. Ufer Ground (Concrete-Encased Grounding Electrode): Fabricate according to CEC 70,<br />
Paragraph 250-81(c), using a minimum of 40 feet (6 m) of bare copper conductor size as<br />
shown on drawings. If concrete foundation is less than 40 feet (6 m) long, coil excess<br />
conductor within the base of the foundation. Bond grounding conductor to reinforcing<br />
steel in at least four locations and to anchor bolts. Extend grounding conductor below<br />
grade and connect to building grounding grid or to a grounding electrode external to<br />
concrete.<br />
3.04 CONNECTIONS<br />
A. General: Make connections so galvanic action or electrolysis possibility is minimized.<br />
Select connectors, connection hardware, conductors, and connection methods so metals<br />
in direct contact will be galvanically compatible.<br />
1. Use electroplated or hot-tin-coated materials to ensure high conductivity and to<br />
make contact points closer to order of galvanic series.<br />
2. Make connections with clean, bare metal at points of contact.<br />
3. Coat and seal connections having dissimilar metals with inert material to prevent<br />
future penetration of moisture to contact surfaces.<br />
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B. Exothermic-Welded Connections: Comply with manufacturer's written instructions. Welds<br />
that are puffed up or that show convex surfaces indicating improper cleaning are not<br />
acceptable.<br />
C. Equipment Grounding Conductor Terminations: For No. 8 AWG and larger, use pressuretype<br />
grounding lugs. No. 10 AWG and smaller grounding conductors may be terminated<br />
with winged pressure-type connectors.<br />
D. Noncontact Metal Raceway Terminations: If metallic raceways terminate at metal<br />
housings without mechanical and electrical connection to housing, terminate each conduit<br />
with a grounding bushing. Connect grounding bushings with a bare grounding conductor<br />
to grounding bus or terminal in housing. Bond electrically noncontinuous conduits at<br />
entrances and exits with grounding bushings and bare grounding conductors, unless<br />
otherwise indicated.<br />
E. Tighten screws and bolts for grounding and bonding connectors and terminals according<br />
to manufacturer's published torque-tightening values. If manufacturer's torque values are<br />
not indicated, use those specified in UL 486A.<br />
F. Compression-Type Connections: Use hydraulic compression tools to provide correct<br />
circumferential pressure for compression connectors. Use tools and dies recommended<br />
by connector manufacturer. Provide embossing die code or other standard method to<br />
make a visible indication that a connector has been adequately compressed on grounding<br />
conductor.<br />
G. Moisture Protection: If insulated grounding conductors are connected to ground rods or<br />
grounding buses, insulate entire area of connection and seal against moisture penetration<br />
of insulation and cable.<br />
3.05 FIELD QUALITY CONTROL<br />
A. Testing: The Contractor will engage a qualified testing agency to perform final field<br />
quality-control testing. The Contractor is responsible for coordinating the schedule of the<br />
testing agency to ensure no impact on the construction schedule. The Contractor is<br />
required to pre-test as follows to ensure the system is ready for final test:<br />
1. After installing grounding system but before permanent electrical circuitry has been<br />
energized, test for compliance with requirements.<br />
2. Test completed grounding system at each location where a maximum groundresistance<br />
level is specified, at service disconnect enclosure grounding terminal,<br />
and at ground test wells. Measure ground resistance not less than two full days<br />
after the last trace of precipitation, and without the soil being moistened by any<br />
means other than natural drainage or seepage and without chemical treatment or<br />
other artificial means of reducing natural ground resistance. Perform tests, by the<br />
fall-of-potential method according to IEEE 81.<br />
3. Provide drawings locating each ground rod and ground rod assembly and other<br />
grounding electrodes, identify each by letter in alphabetical order, and key to the<br />
record of tests and observations. Include the number of rods driven and their<br />
depth at each location and include observations of weather and other phenomena<br />
that may affect test results. Describe measures taken to improve test results.<br />
a. Equipment Rated 500 to 1000 kVA: 5 ohms.<br />
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. Equipment Rated More Than 1000 kVA: 3 ohms.<br />
4. Excessive Ground Resistance: If resistance to ground exceeds specified values,<br />
notify the Engineer promptly and include recommendations to reduce ground<br />
resistance.<br />
END OF SECTION 26 05 26<br />
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SECTION 16075<br />
SITE ELECTRICAL IDENTIFICATION<br />
PART 1 - GENERAL<br />
1.01 RELATED DOCUMENTS<br />
A. Drawings and general provisions of the Contract, including General and Supplementary<br />
Conditions and Division 1 Specification Sections, apply to this Section.<br />
1.02 SUMMARY<br />
A. This Section includes the following:<br />
1. Identification for raceway.<br />
2. Identification for conductors and communication and control cable.<br />
3. Underground-line warning tape.<br />
4. Equipment identification labels.<br />
5. Miscellaneous identification products.<br />
B. Related Sections include the following:<br />
1. Section “Basic Electrical Materials and Methods”.<br />
2. Section “Transient Voltage Suppression”.<br />
3. Section “Switchboards”.<br />
4. Section “Fuses”.<br />
5. Section “Fire Detection System”.<br />
1.03 SUBMITTALS<br />
A. Product Data: For each electrical identification product indicated.<br />
B. Samples: For each type of label and sign to illustrate size, colors, lettering style, mounting<br />
provisions, and graphic features of identification products.<br />
1.04 QUALITY ASSURANCE<br />
A. Comply with NFPA 70.<br />
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B. Comply with 29 CFR 1910.145.<br />
1.05 COORDINATION<br />
A. Coordinate identification names, abbreviations, colors, and other features with<br />
requirements in the Contract Documents, Shop Drawings, manufacturer's wiring<br />
diagrams, and the Operation and Maintenance Manual, and with those required by codes,<br />
standards, and 29 CFR 1910.145. Use consistent designations throughout Project.<br />
B. Coordinate installation of identifying devices with completion of covering and painting of<br />
surfaces where devices are to be applied.<br />
C. Coordinate installation of identifying devices with location of access panels and doors.<br />
D. Install identifying devices before installing acoustical ceilings and similar concealment.<br />
PART 2 - PRODUCTS<br />
2.01 RACEWAY AND METAL-CLAD CABLE IDENTIFICATION MATERIALS<br />
A. Comply with ANSI A13.1 for minimum size of letters for legend and for minimum length of<br />
color field for each raceway and cable size.<br />
B. Color for Printed Legend:<br />
1. Power Circuits: Black letters on an orange field.<br />
2. Legend: Indicate system or service and voltage, if applicable.<br />
C. Snap-Around Labels: Slit, pretensioned, flexible, preprinted, color-coded acrylic sleeves,<br />
with diameter sized to suit diameter of raceway or cable it identifies and to stay in place by<br />
gripping action.<br />
D. Snap-Around, Color-Coding Bands: Slit, pretensioned, flexible, solid-colored acrylic<br />
sleeves, 2 inches (50 mm) long, with diameter sized to suit diameter of raceway or cable it<br />
identifies and to stay in place by gripping action.<br />
E. Self-Adhesive Vinyl Tape: Colored, heavy duty, waterproof, fade resistant; 2 inches (50<br />
mm) wide; compounded for outdoor use.<br />
2.02 CONDUCTOR AND COMMUNICATION- AND CONTROL-CABLE IDENTIFICATION<br />
MATERIALS<br />
A. Color-Coding Conductor Tape: Colored, self-adhesive vinyl tape not less than 3 mils<br />
(0.08 mm) thick by 1 to 2 inches (25 to 50 mm) wide.<br />
B. Marker Tapes: Vinyl or vinyl-cloth, self-adhesive wraparound type, with circuit<br />
identification legend machine printed by thermal transfer or equivalent process.<br />
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C. Aluminum Wraparound Marker Labels: Cut from 0.014-inch- (0.35-mm-) thick aluminum<br />
sheet, with stamped, embossed, or scribed legend, and fitted with tabs and matching slots<br />
for permanently securing around wire or cable jacket or around groups of conductors.<br />
D. Metal Tags: Brass or aluminum, 2 by 2 by 0.05 inch (50 by 50 by 1.3 mm), with stamped<br />
legend, punched for use with self-locking nylon tie fastener.<br />
E. Write-On Tags: Polyester tag, 0.010 inch (0.25 mm) thick, with corrosion-resistant<br />
grommet and polyester or nylon tie for attachment to conductor or cable.<br />
1. Marker for Tags: Permanent, waterproof, black ink marker recommended by tag<br />
manufacturer.<br />
2.03 UNDERGROUND-LINE WARNING TAPE<br />
A. Description: Permanent, bright-colored “yellow”; continuous-printed, polyethylene tape.<br />
1. Not less than 6 inches (150 mm) wide by 4 mils (0.102 mm) thick.<br />
2. Compounded for permanent direct-burial service.<br />
3. Embedded continuous metallic strip or core.<br />
4. Printed legend shall indicate type of underground line.<br />
2.04 EQUIPMENT IDENTIFICATION LABELS<br />
A. Adhesive Film Label for Use on Outlet Boxes Only: Machine printed, in black, by thermal<br />
transfer or equivalent process. Minimum letter height shall be 1/4 inch.<br />
B. Engraved, Laminated Acrylic or Melamine Label for Use on All Equipment Except Outlet<br />
Boxes and Equipment Exposed to Weather: Punched or drilled for screw mounting.<br />
White letters on a black background. Minimum letter height shall be 3/8 inch (10 mm).<br />
C. Stenciled Legend for Equipment Exposed to Weather: In nonfading, waterproof, black ink<br />
or paint. Minimum letter height shall be 1 inch (25 mm).<br />
2.05 MISCELLANEOUS IDENTIFICATION PRODUCTS<br />
A. Cable Ties: Fungus-inert, self-extinguishing, 1-piece, self-locking, Type 6/6 nylon cable<br />
ties.<br />
1. Minimum Width: 3/16 inch (5 mm).<br />
2. Tensile Strength: 50 lb (22.6 kg), minimum.<br />
3. Temperature Range: Minus 40 to plus 185 deg F (Minus 40 to plus 85 deg C).<br />
4. Color: Black, except where used for color-coding.<br />
B. Paint: Paint materials and application requirements are specified in Division 9.<br />
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C. Fasteners for Labels and Signs: Self-tapping, stainless-steel screws or stainless-steel<br />
machine screws with nuts and flat and lock washers.<br />
PART 3 - EXECUTION<br />
3.01 APPLICATION<br />
A. Accessible Raceways More Than 600 V: Identify with "DANGER-HIGH VOLTAGE" in<br />
black letters at least 2 inches (50 mm) high, with snap-around labels. Repeat legend at<br />
10-foot (3-m) maximum intervals.<br />
B. Power-Circuit Conductor Identification: For primary and secondary conductors No. 2<br />
AWG and larger in vaults, pull and junction boxes, manholes, and handholes use colorcoding<br />
conductor tape aluminum wraparound marker labels. Identify source and circuit<br />
number of each set of conductors. For single conductor cables, identify phase in addition<br />
to the above.<br />
C. Branch-Circuit Conductor Identification: Where there are conductors for more than three<br />
branch circuits in same junction or pull box, use color-coding conductor tape aluminum<br />
wraparound marker labels. Identify each ungrounded conductor according to source and<br />
circuit number.<br />
D. Conductors to Be Extended in the Future: Attach marker tape to conductors and list<br />
source and circuit number.<br />
E. Auxiliary Electrical Systems Conductor Identification: Identify field-installed alarm, control,<br />
signal, sound, intercommunications, voice, and data connections.<br />
1. Identify conductors, cables, and terminals in enclosures and at junctions,<br />
terminals, and pull points. Identify by system and circuit designation.<br />
2. Use system of marker tape designations that is uniform and consistent with system<br />
used by manufacturer for factory-installed connections.<br />
3. Coordinate identification with Project Drawings, manufacturer's wiring diagrams,<br />
and Operation and Maintenance Manual.<br />
F. Locations of Underground Lines: Identify with underground-line warning tape for power,<br />
lighting, communication, and control wiring and optical fiber cable. Install undergroundline<br />
warning tape for both direct-buried cables and cables in raceway.<br />
G. Warning Labels for Indoor Cabinets, Boxes, and Enclosures for Power and Lighting:<br />
Comply with 29 CFR 1910.145 and apply metal-backed, butyrate warning signs. Identify<br />
system voltage with black letters on an orange background. Apply to exterior of door,<br />
cover, or other access.<br />
1. Equipment with Multiple Power or Control Sources: Apply to door or cover of<br />
equipment including, but not limited to, the following:<br />
a. Power transfer switches.<br />
b. Controls with external control power connections.<br />
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2. Equipment Requiring Workspace Clearance According to NFPA 70: Unless<br />
otherwise indicated, apply to door or cover of equipment but not on flush<br />
panelboards and similar equipment in finished spaces.<br />
H. Instruction Signs:<br />
1. Operating Instructions: Install instruction signs to facilitate proper operation and<br />
maintenance of electrical systems and items to which they connect. Install<br />
instruction signs with approved legend where instructions are needed for system<br />
or equipment operation.<br />
2. Emergency Operating Instructions: Install instruction signs with white legend on a<br />
red background with minimum 3/8-inch- (10-mm-) high letters for emergency<br />
instructions at equipment used for power transfer, emergency power transfer.<br />
I. Equipment Identification Labels: On each unit of equipment, install unique designation<br />
label that is consistent with wiring diagrams, schedules, and Operation and Maintenance<br />
Manual. Apply labels to disconnect switches and protection equipment, central or master<br />
units, control panels, control stations, terminal cabinets, and racks of each system.<br />
Systems include power, lighting, control, communication, signal, monitoring, and alarm<br />
systems unless equipment is provided with its own identification.<br />
1. Labeling Instructions:<br />
a. Indoor Equipment: Engraved, laminated acrylic or melamine label. Unless<br />
otherwise indicated, provide a single line of text with 1/2-inch- (13-mm-)<br />
high letters on 1-1/2-inch- (38-mm-) high label; where 2 lines of text are<br />
required, use labels 2 inches (50 mm) high.<br />
b. Outdoor Equipment: Engraved, laminated acrylic or melamine label.<br />
c. Elevated Components: Increase sizes of labels and letters to those<br />
appropriate for viewing from the floor.<br />
2. Equipment to Be Labeled:<br />
a. Panelboards, electrical cabinets, and enclosures.<br />
b. Access doors and panels for concealed electrical items.<br />
c. Electrical switchgear and switchboards.<br />
d. Transformers.<br />
e. Emergency system boxes and enclosures.<br />
f. Disconnect switches.<br />
g. Enclosed circuit breakers.<br />
h. Motor starters.<br />
i. Push-button stations.<br />
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j. Contactors.<br />
k. Remote-controlled switches, dimmer modules, and control devices.<br />
l. Voice and data cable terminal equipment.<br />
m. Master clock and program equipment.<br />
n. Intercommunication and call system master and staff stations.<br />
o. Television/audio components, racks, and controls.<br />
p. Fire-alarm control panel and annunciators.<br />
q. Security and intrusion-detection control stations, control panels, terminal<br />
cabinets, and racks.<br />
r. Monitoring and control equipment.<br />
s. Uninterruptible power supply equipment.<br />
t. Terminals, racks, and patch panels for voice and data communication and<br />
for signal and control functions.<br />
3.02 INSTALLATION<br />
A. Verify identity of each item before installing identification products.<br />
B. Location: Install identification materials and devices at locations for most convenient<br />
viewing without interference with operation and maintenance of equipment.<br />
C. Apply identification devices to surfaces that require finish after completing finish work.<br />
D. Attach nonadhesive signs and plastic labels with screws and auxiliary hardware<br />
appropriate to the location and substrate.<br />
E. System Identification Color Banding for Raceways and Cables: Each color band shall<br />
completely encircle cable or conduit. Place adjacent bands of two-color markings in<br />
contact, side by side. Locate bands at changes in direction, at penetrations of walls and<br />
floors, at 50-foot (15-m) maximum intervals in straight runs, and at 25-foot (7.6-m)<br />
maximum intervals in congested areas.<br />
F. Color-Coding for Phase and Voltage Level Identification, 600 V and Less: Use the colors<br />
listed below for ungrounded service, feeder, and branch-circuit conductors.<br />
1. Color shall be factory applied or, for sizes larger than No. 6 AWG if authorities<br />
having jurisdiction permit, field applied.<br />
2. Colors for 208/120-V Circuits:<br />
a. Phase A: Black.<br />
b. Phase B: Red.<br />
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c. Phase C: Blue.<br />
3. Colors for 480/277-V Circuits:<br />
a. Phase A: Brown.<br />
b. Phase B: Orange.<br />
c. Phase C: Yellow.<br />
4. Field-Applied, Color-Coding Conductor Tape: Apply in half-lapped turns for a<br />
minimum distance of 6 inches (150 mm) from terminal points and in boxes where<br />
splices or taps are made. Apply last two turns of tape with no tension to prevent<br />
possible unwinding. Locate bands to avoid obscuring factory cable markings.<br />
G. Aluminum Wraparound Marker Labels and Metal Tags: Secure tight to surface of<br />
conductor or cable at a location with high visibility and accessibility.<br />
H. Underground-Line Warning Tape: During backfilling of trenches install continuous<br />
underground-line warning tape directly above line at 6 to 8 inches (150 to 200 mm) below<br />
finished grade. Use multiple tapes where width of multiple lines installed in a common<br />
trench or concrete envelope exceeds 16 inches (400 mm) overall.<br />
I. Painted Identification: Prepare surface and apply paint according to Division 9.<br />
END OF SECTION 26 05 53<br />
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SECTION 16120<br />
SITE CONDUCTORS AND CABLES<br />
PART 1 - GENERAL<br />
1.01 RELATED DOCUMENTS<br />
A. Drawings and general provisions of the Contract, including General and Supplementary<br />
Conditions and Division 1 Specification Sections, apply to this Section.<br />
1.02 SUMMARY<br />
A. This Section includes building wires and cables and associated connectors, splices, and<br />
terminations for wiring systems rated 600 V and less.<br />
B. Related Sections include the following:<br />
1. Section “Electrical Identification” for color-coding and wire markers.<br />
2. Section “Raceways and Boxes” for conduits, boxes, and cabinets.<br />
1.03 SUBMITTALS<br />
A. Product Data: For each type of product indicated.<br />
B. Field Quality-Control Test Reports: for Contractor’s pre-testing of equipment and<br />
systems.<br />
1.04 QUALITY ASSURANCE<br />
A. Testing Agency: The Contractor will retain the services of an independent testing agency<br />
as defined by OSHA in 29 CFR 1910.7 or a member company of the InterNational<br />
Electrical Testing Association to perform final testing of equipment and systems. The<br />
Contractor is required to perfume pre-testing to ensure compliance with the specifications<br />
prior to turning over to the testing agency for final test.<br />
B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in<br />
NFPA 70, Article 100, by a testing agency acceptable to the Owner, and marked for<br />
intended use.<br />
C. Comply with NFPA 70.<br />
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PART 2 - PRODUCTS<br />
2.01 MANUFACTURERS<br />
A. In other Part 2 articles where subparagraph titles below introduce lists, the following<br />
requirements apply for product selection:<br />
1. Manufacturers: Subject to compliance with requirements, provide products by the<br />
manufacturers specified.<br />
2.02 CONDUCTORS AND CABLES<br />
A. Manufacturers:<br />
1. American Insulated Wire Corp.; a Leviton Company.<br />
2. General Cable Corporation.<br />
3. Senator Wire & Cable Company.<br />
4. Southwire Company.<br />
B. Refer to Part 3 "Conductor and Insulation Applications" Article for usage of insulation type,<br />
cable construction, and ratings.<br />
C. Conductor Material: Copper complying with NEMA WC 5 or 7 stranded conductor.<br />
D. Conductor Insulation Types: Type THHN-THWN and SO complying with NEMA WC 5.<br />
Conductor rating shall be dual rated THHN-THWN.<br />
2.03 CONNECTORS AND SPLICES<br />
A. Manufacturers:<br />
1. AFC Cable Systems, Inc.<br />
2. AMP Incorporated/Tyco International.<br />
3. Hubbell/Anderson.<br />
4. O-Z/Gedney; EGS Electrical Group LLC.<br />
5. 3M Company; Electrical Products Division.<br />
B. Description: Factory-fabricated connectors and splices of size, ampacity rating, material,<br />
type, and class for application and service indicated.<br />
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PART 3 - EXECUTION<br />
3.01 CONDUCTOR AND INSULATION APPLICATIONS<br />
A. Type THHN-THWN, single conductors in raceway.<br />
B. Metal-clad cable, Type MC, NOT ALLOWED.<br />
C. Cord Drops and Portable Appliance Connections: Type SO, service cord.<br />
D. Fire Alarm Circuits: Type THHN-THWN, in raceway. Power-limited, fire-protective,<br />
signaling circuit cable.<br />
E. Class 1 Control Circuits: Type THHN-THWN, in raceway.<br />
F. Class 2 Control Circuits: Type THHN-THWN, in raceway, Power-limited cable, concealed<br />
in accessible building finishes.<br />
3.02 INSTALLATION<br />
A. Conceal cables in finished walls, ceilings, and floors, unless otherwise indicated.<br />
B. Use manufacturer-approved pulling compound or lubricant where necessary; compound<br />
used must not deteriorate conductor or insulation. Do not exceed manufacturer's<br />
recommended maximum pulling tensions and sidewall pressure values.<br />
C. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips,<br />
that will not damage cables or raceway.<br />
D. Install exposed cables parallel and perpendicular to surfaces of exposed structural<br />
members, and follow surface contours where possible.<br />
E. Support cables according to Section "Basic Electrical Materials and Methods."<br />
F. Seal around cables penetrating fire-rated elements according to Division 7 Section<br />
"Firestopping."<br />
G. Identify and color-code conductors and cables according to Section "Electrical<br />
Identification."<br />
3.03 CONNECTIONS<br />
A. Tighten electrical connectors and terminals according to manufacturer's published torquetightening<br />
values. If manufacturer's torque values are not indicated, use those specified in<br />
UL 486A and UL 486B.<br />
B. Make splices and taps that are compatible with conductor material and that possess<br />
equivalent or better mechanical strength and insulation ratings than unspliced conductors.<br />
C. Wiring at Outlets: Install conductor at each outlet, with at least 6 inches (150 mm) of<br />
slack.<br />
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D. Terminate conductors No. 10 AWG and smaller specified in Division 26 to be stranded,<br />
with crimp type lug or stud. Direct termination of stranded conductors without crimp<br />
terminator to terminal screws, lugs, or other points is not permitted even if terminal is rated<br />
for stranded conductors. Crimp terminal shall be the configuration type suitable for<br />
terminal point. T&B “Sta-Kon” or equal.<br />
3.04 FIELD QUALITY CONTROL<br />
A. Testing: Contractor will engage a qualified testing agency to perform field quality control<br />
testing. The Contractor is responsible for coordinating the schedule of the testing agency<br />
to ensure no impact on the construction schedule. The Contractor shall pre-test all<br />
conductors and cable for opens, shorts, and grounds.<br />
B. Test Reports: Prepare a written report to record the following:<br />
1. Each cable and conductor tested.<br />
2. Test results that comply with requirements.<br />
3. Test results that do not comply with requirements and corrective action taken to<br />
achieve compliance with requirements.<br />
END OF SECTION 26 05 19<br />
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SECTION 16130<br />
SITE RACEWAYS AND BOXES<br />
PART 1 - GENERAL<br />
1.01 RELATED DOCUMENTS<br />
A. Drawings and general provisions of the Contract, including General and Supplementary<br />
Conditions and Division 1 Specification Sections, apply to this Section.<br />
1.02 SUMMARY<br />
A. This Section includes raceways, fittings, boxes, enclosures, and cabinets for electrical<br />
wiring.<br />
B. Related Sections include the following:<br />
1. Section “Basic Electrical Materials and Methods”.<br />
2. Section "Hangers and Supports for Electrical Systems”.<br />
3. Section “Electrical Identification”.<br />
4. Section “Conductors and Cables”.<br />
5. Section "Wiring Devices".<br />
6. Division 7 “Firestopping” for firestopping materials and installation at penetrations<br />
through walls, ceilings, and other fire-rated elements unless specified in this<br />
Section.<br />
1.03 DEFINITIONS<br />
A. EMT: Electrical metallic tubing.<br />
B. FMC: Flexible metal conduit.<br />
C. LFMC: Liquidtight flexible metal conduit.<br />
D. RNC: Rigid nonmetallic conduit.<br />
E. RMC: Rigid metallic conduit.<br />
F. FMC: Ferrous metal conduit.<br />
G. RSC: Rigid steel conduit.<br />
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1.04 SUBMITTALS<br />
A. Product Data: For raceways, surface raceways, wireways, fittings, floor boxes, hingedcover<br />
enclosures, and cabinets.<br />
B. Shop Drawings: Show fabrication and installation details of components for enclosures,<br />
and cabinets.<br />
C. Coordination Drawings: Reflected ceiling plans drawn to scale and coordinating<br />
penetrations and ceiling-mounted items. Show the following:<br />
1. Ceiling suspension assembly members.<br />
2. Method of attaching hangers to building structure.<br />
3. Size and location of initial access modules for acoustical tile.<br />
4. Ceiling-mounted items including lighting fixtures, diffusers, grilles, speakers,<br />
sprinklers, access panels, and special moldings.<br />
1.05 QUALITY ASSURANCE<br />
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in<br />
NFPA 70, Article 100, by a testing agency acceptable to the Owner , and marked for<br />
intended use.<br />
B. Comply with NFPA 70.<br />
1.06 COORDINATION<br />
A. Coordinate layout and installation of raceways, boxes, enclosures, cabinets, and<br />
suspension system with other construction that penetrates ceilings or is supported by<br />
them, including light fixtures, HVAC equipment, fire-suppression system, and partition<br />
assemblies.<br />
PART 2 - PRODUCTS<br />
2.01 MANUFACTURERS<br />
A. In other Part 2 articles where subparagraph titles below introduce lists, the following<br />
requirements apply for product selection:<br />
1. Manufacturers: Subject to compliance with requirements, provide products by the<br />
manufacturers specified.<br />
2.02 METAL CONDUIT AND TUBING<br />
A. Manufacturers:<br />
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1. Alflex Inc.<br />
2. Electri-Flex Co.<br />
3. Grinnell Co./Tyco International; Allied Tube and Conduit Div.<br />
4. LTV Steel Tubular Products Company.<br />
5. O-Z Gedney; Unit of General Signal.<br />
6. Wheatland Tube Co.<br />
B. Rigid Steel Conduit: ANSI C80.1.<br />
C. Plastic-Coated Steel Conduit and Fittings: NEMA RN 1.<br />
D. EMT and Fittings: ANSI C80.3.<br />
1. Fittings: Steel set screw.<br />
E. FMC: Flexible steel conduit zinc-coated steel.<br />
F. LFMC: Flexible steel conduit with PVC jacket.<br />
G. Fittings: NEMA FB 1; compatible with conduit and tubing materials.<br />
H. Die cast fittings “NOT ALLOWED”.<br />
2.03 NONMETALLIC CONDUIT AND TUBING<br />
A. Manufacturers:<br />
1. American International.<br />
2. Anamet Electrical, Inc.; Anaconda Metal Hose.<br />
3. Arnco Corp.<br />
4. Cantex Inc.<br />
5. Certainteed Corp.; Pipe & Plastics Group.<br />
6. Condux International.<br />
7. ElecSYS, Inc.<br />
8. Electri-Flex Co.<br />
9. Lamson & Sessions; Carlon Electrical Products.<br />
10. Manhattan/CDT/Cole-Flex.<br />
11. RACO; Division of Hubbell, Inc.<br />
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12. Spiralduct, Inc./AFC Cable Systems, Inc.<br />
13. Thomas & Betts Corporation.<br />
B. RNC: NEMA TC 2, Schedule 40 and Schedule 80 PVC.<br />
2.04 METAL WIREWAYS<br />
A. Manufacturers:<br />
1. Hoffman.<br />
2. Square D.<br />
3. Wiremold.<br />
B. Material and Construction: Sheet metal sized and shaped as indicated, NEMA 1.<br />
C. Fittings and Accessories: Include couplings, offsets, elbows, expansion joints, adapters,<br />
hold-down straps, end caps, and other fittings to match and mate with wireways as<br />
required for complete system.<br />
D. Select features, unless otherwise indicated, as required to complete wiring system and to<br />
comply with NFPA 70.<br />
E. Wireway Covers: Hinged type.<br />
F. Finish: Manufacturer's standard enamel finish.<br />
2.05 BOXES, ENCLOSURES, AND CABINETS<br />
A. Manufacturers:<br />
1. Cooper Crouse-Hinds; Div. of Cooper Industries, Inc.<br />
2. Emerson/General Signal; Appleton Electric Company.<br />
3. Erickson Electrical Equipment Co.<br />
4. Hoffman.<br />
5. Hubbell, Inc.; Killark Electric Manufacturing Co.<br />
6. O-Z/Gedney; Unit of General Signal.<br />
7. RACO; Division of Hubbell, Inc.<br />
8. Robroy Industries, Inc.; Enclosure Division.<br />
9. Spring City Electrical Manufacturing Co.<br />
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10. Thomas & Betts Corporation.<br />
11. Walker Systems, Inc.; Wiremold Company (The).<br />
12. Woodhead, Daniel Company; Woodhead Industries, Inc. Subsidiary.<br />
B. Sheet Metal Outlet and Device Boxes: NEMA OS 1.<br />
C. Cast-Metal Outlet and Device Boxes: NEMA FB 1, Type FD, with gasketed cover.<br />
D. Floor Boxes: Cast metal, fully adjustable, rectangular.<br />
E. Small Sheet Metal Pull and Junction Boxes: NEMA OS 1.<br />
F. Cast-Metal Pull and Junction Boxes: NEMA FB 1, cast aluminum with gasketed cover.<br />
G. Hinged-Cover Enclosures: NEMA 250, Type 1, with continuous hinge cover and flush<br />
latch.<br />
1. Metal Enclosures: Steel, finished inside and out with manufacturer's standard<br />
enamel.<br />
H. Cabinets: NEMA 250, Type 1, galvanized steel box with removable interior panel and<br />
removable front, finished inside and out with manufacturer's standard enamel. Hinged<br />
door in front cover with flush latch and concealed hinge. Key latch to match Owner<br />
standard. Include metal barriers to separate wiring of different systems and voltage and<br />
include accessory feet where required for freestanding equipment.<br />
2.06 FACTORY FINISHES<br />
A. Finish: For raceway, enclosure, or cabinet components, provide manufacturer's standard<br />
paint applied to factory-assembled surface raceways, enclosures, and cabinets before<br />
shipping.<br />
PART 3 - EXECUTION<br />
3.01 RACEWAY APPLICATION<br />
A. Outdoors:<br />
1. Exposed: Rigid steel.<br />
2. Concealed: Rigid steel.<br />
3. Underground, Single Run: RNC, RSC, coated or wrapped.<br />
4. Underground, Grouped: RNC, RSC, coated or wrapped.<br />
5. Connection to Vibrating Equipment (Including Transformers and Hydraulic,<br />
Pneumatic, Electric Solenoid, or Motor-Driven Equipment): LFMC.<br />
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6. Boxes and Enclosures: NEMA 250, Type 3R.<br />
7. Minimum Raceway size, 3/4" – inch trade size (DN21).<br />
B. Indoors:<br />
1. Exposed: EMT.<br />
2. Concealed: EMT.<br />
3. Connection to Vibrating Equipment (Including Transformers and Hydraulic,<br />
Pneumatic, Electric Solenoid, or Motor-Driven Equipment): FMC; except use<br />
LFMC in damp or wet locations.<br />
4. Damp or Wet Locations: Rigid steel conduit.<br />
5. Boxes and Enclosures: NEMA 250, Type 1, except as follows:<br />
a. Damp or Wet Locations: NEMA 250, Type 4, nonmetallic.<br />
C. Minimum Raceway Size: 3/4-inch trade size (DN 21).<br />
D. Raceway Fittings: Compatible with raceways and suitable for use and location.<br />
1. Rigid Steel Conduit: Use threaded rigid steel conduit fittings, unless otherwise<br />
indicated.<br />
2. PVC Externally Coated, Rigid Steel Conduits: Use only fittings approved for use<br />
with that material. Patch all nicks and scrapes in PVC coating after installing<br />
conduits.<br />
3. EMT Conduit: Use only steel set screw type fittings with insulated throat.<br />
3.02 INSTALLATION<br />
A. Keep raceways at least 6 inches (150 mm) away from parallel runs of flues and steam or<br />
hot-water pipes. Install horizontal raceway runs above water and steam piping.<br />
B. Complete raceway installation before starting conductor installation.<br />
C. Support raceways as specified in Division 26 Section 16073 "Hangers and Supports for<br />
Electrical Systems."<br />
D. Install temporary closures to prevent foreign matter from entering raceways.<br />
E. Protect stub-ups from damage where conduits rise through floor slabs. Arrange so curved<br />
portions of bends are not visible above the finished slab.<br />
F. Make bends and offsets so ID is not reduced. Keep legs of bends in the same plane and<br />
keep straight legs of offsets parallel, unless otherwise indicated.<br />
G. Conceal conduit and EMT within finished walls, ceilings, and floors, unless otherwise<br />
indicated.<br />
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1. Install concealed raceways with a minimum of bends in the shortest practical<br />
distance, considering type of building construction and obstructions, unless<br />
otherwise indicated.<br />
H. Raceways Embedded in Slabs: Install in middle 1/3 of slab thickness where practical and<br />
leave at least 2 inches (50 mm) of concrete cover.<br />
1. Secure raceways to reinforcing rods to prevent sagging or shifting during concrete<br />
placement.<br />
2. Space raceways laterally to prevent voids in concrete.<br />
3. Run conduit parallel or at right angles to main reinforcement. Where at right<br />
angles to reinforcement, place conduit close to slab support.<br />
4. Change from nonmetallic conduit to, rigid steel conduit, before rising above the<br />
floor.<br />
I. Install exposed raceways parallel or at right angles to nearby surfaces or structural<br />
members and follow surface contours as much as possible.<br />
1. Run parallel or banked raceways together on common supports.<br />
2. Make parallel bends in parallel or banked runs. Use factory elbows only where<br />
elbows can be installed parallel; otherwise, provide field bends for parallel<br />
raceways.<br />
J. Join raceways with fittings designed and approved for that purpose and make joints tight.<br />
1. Use insulating bushings to protect conductors.<br />
K. Tighten set screws of threadless fittings with suitable tools.<br />
L. Terminations:<br />
1. Where raceways are terminated with locknuts and bushings, align raceways to<br />
enter squarely and install locknuts with dished part against box. Use two locknuts,<br />
one inside and one outside box.<br />
2. Where raceways are terminated with threaded hubs, screw raceways or fittings<br />
tightly into hub so end bears against wire protection shoulder. Where chase<br />
nipples are used, align raceways so coupling is square to box; tighten chase nipple<br />
so no threads are exposed.<br />
M. Install pull wires in empty raceways. Use polypropylene or monofilament plastic line with<br />
not less than 200-lb (90-kg) tensile strength. Leave at least 12 inches (300 mm) of slack<br />
at each end of pull wire.<br />
N. Install raceway sealing fittings at suitable, approved, and accessible locations and fill them<br />
with UL-listed sealing compound. For concealed raceways, install each fitting in a flush<br />
steel box with a blank cover plate having a finish similar to that of adjacent plates or<br />
surfaces. Install raceway sealing fittings at the following points:<br />
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1. Where conduits pass from warm to cold locations, such as boundaries of<br />
refrigerated spaces.<br />
2. Where otherwise required by NFPA 70.<br />
O. Stub-up Connections: Extend conduits through concrete floor for connection to<br />
freestanding equipment. Install with an adjustable top or coupling threaded inside for<br />
plugs set flush with finished floor. Extend conductors to equipment with rigid steel<br />
conduit; FMC may be used 6 inches (150 mm) above the floor. Install screwdriveroperated,<br />
threaded plugs flush with floor for future equipment connections.<br />
P. Flexible Connections: Use maximum of 72 inches (1830 mm) of flexible conduit for<br />
recessed and semirecessed lighting fixtures; for equipment subject to vibration, noise<br />
transmission, or movement; and for all motors. Use LFMC in damp or wet locations.<br />
Install separate ground conductor across flexible connections.<br />
Q. Surface Raceways: Install a separate, green, ground conductor in raceways from junction<br />
box supplying raceways to receptacle or fixture ground terminals.<br />
R. Set floor boxes level and flush with finished floor surface.<br />
S. Install hinged-cover enclosures and cabinets plumb. Support at each corner.<br />
3.03 PROTECTION<br />
A. Provide final protection and maintain conditions that ensure coatings, finishes, and<br />
cabinets are without damage or deterioration at time of Substantial Completion.<br />
1. Repair damage to galvanized finishes with zinc-rich paint recommended by<br />
manufacturer.<br />
2. Repair damage to PVC or paint finishes with matching touchup coating<br />
recommended by manufacturer.<br />
3.04 CLEANING<br />
A. After completing installation of exposed, factory-finished raceways and boxes, inspect<br />
exposed finishes and repair damaged finishes.<br />
END OF SECTION 26 05 33<br />
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SECTION 16140<br />
SITE WIRING DEVICES<br />
PART 1 - GENERAL<br />
1.01 RELATED DOCUMENTS<br />
A. Drawings and general provisions of the Contract, including General and Supplementary<br />
Conditions and Division 1 Specification Sections, apply to this Section.<br />
1.02 SUMMARY<br />
A. This Section includes the following:<br />
1. Single and duplex receptacles, ground-fault circuit interrupters, integral surge<br />
suppression units, and isolated-ground receptacles.<br />
2. Single- and double-pole snap switches and dimmer switches.<br />
3. Device wall plates.<br />
4. Floor service outlets, poke-through assemblies.<br />
B. Related Sections include the following:<br />
1. Section “Basic Electrical Materials and Methods”.<br />
2. Section “Electrical Identification”.<br />
3. Section “Transient Voltage Suppression”.<br />
1.03 DEFINITIONS<br />
A. EMI: Electromagnetic interference.<br />
B. GFCI: Ground-fault circuit interrupter.<br />
C. PVC: Polyvinyl chloride.<br />
D. RFI: Radio-frequency interference.<br />
E. TVSS: Transient voltage surge suppressor.<br />
F. UTP: Unshielded twisted pair.<br />
1.04 SUBMITTALS<br />
A. Product Data: For each type of product indicated.<br />
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B. Shop Drawings: List of legends and description of materials and process used for<br />
premarking wall plates.<br />
C. Samples: One for each type of device and wall plate specified, in each color specified.<br />
D. Field quality-control test reports.<br />
1.05 QUALITY ASSURANCE<br />
A. Source Limitations: Obtain each type of wiring device through one source from a single<br />
manufacturer.<br />
B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in<br />
NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction,<br />
and marked for intended use.<br />
C. Comply with NFPA 70.<br />
1.06 COORDINATION<br />
A. Receptacles for Owner-Furnished Equipment: Match plug configurations.<br />
1. Cord and Plug Sets: Match equipment requirements.<br />
PART 2 - PRODUCTS<br />
2.01 MANUFACTURERS<br />
A. Manufacturers: Subject to compliance with requirements, provide products by one of the<br />
following: No substitution<br />
1. Wiring Devices:<br />
a. Hubbell Incorporated; Wiring Device-Kellems.<br />
b. Leviton Mfg. Company Inc.<br />
c. Pass & Seymour/Legrand; Wiring Devices Div.<br />
2. Wiring Devices for Hazardous (Classified) Locations:<br />
a. Crouse-Hinds/Cooper Industries, Inc.; Arrow Hart Wiring Devices.<br />
b. EGS/Appleton Electric Company.<br />
c. Killark Electric Manufacturing Co./Hubbell Incorporated.<br />
3. Poke-Through, Floor Service Outlets and Telephone/Power Poles:<br />
a. Hubbell Incorporated; Wiring Device-Kellems.<br />
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. Pass & Seymour/Legrand; Wiring Devices Div.<br />
c. Square D/Groupe Schneider NA.<br />
d. Thomas & Betts Corporation.<br />
e. Wiremold Company (The).<br />
2.02 RECEPTACLES<br />
A. Straight-Blade-Type Receptacles: Comply with NEMA WD 1, NEMA WD 6, DSCC W-C-<br />
596G, and UL 498.<br />
B. Straight-Blade and Locking Receptacles: Heavy-Duty specification grade NEMA WD6 5-<br />
20R grade.<br />
C. GFCI Receptacles: Straight blade, non-feed-through type, Heavy-Duty grade, with<br />
integral NEMA WD 6, Configuration 5-20R duplex receptacle; complying with UL 498 and<br />
UL 943. Design units for installation in a 2-3/4-inch- (70-mm-) deep outlet box without an<br />
adapter.<br />
D. Isolated-Ground Receptacles: Straight blade, Heavy-Duty grade, duplex receptacle, with<br />
equipment grounding contacts connected only to the green grounding screw terminal of<br />
the device and with inherent electrical isolation from mounting strap.<br />
1. Devices: Listed and labeled as isolated-ground receptacles.<br />
2. Isolation Method: Integral to receptacle construction and not dependent on<br />
removable parts.<br />
E. Industrial Heavy-Duty Pin and Sleeve Devices: Comply with IEC 309-1.<br />
F. Hazardous (Classified) Location Receptacles: Comply with NEMA FB 11.<br />
2.03 CORD AND PLUG SETS<br />
A. Description: Match voltage and current ratings and number of conductors to requirements<br />
of equipment being connected.<br />
1. Cord: Rubber-insulated, stranded-copper conductors, with Type SOW-A jacket;<br />
with green-insulated grounding conductor and equipment-rating ampacity plus a<br />
minimum of 30 percent.<br />
2. Plug: Nylon body and integral cable-clamping jaws. Match cord and receptacle<br />
type for connection.<br />
2.04 SWITCHES<br />
A. Single- and Double-Pole Switches: Comply with DSCC W-C-896F and UL 20.<br />
B. Snap Switches: Heavy-Duty grade, quiet type.<br />
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C. Combination Switch and Receptacle: Both devices in a single gang unit with plaster ears<br />
and removable tab connector that permit separate or common feed connection.<br />
1. Switch: 20 A, 120/277-VAC.<br />
2. Receptacle: NEMA WD 6, Configuration 5-20R.<br />
D. Dimmer Switches: Modular, full-wave, solid-state units with integral, quiet on/off switches<br />
and audible frequency and EMI/RFI filters.<br />
1. Control: Continuously adjustable slider; with single-pole or three-way switching to<br />
suit connections.<br />
2. Incandescent Lamp Dimmers: Modular, 120 V, 60 Hz with continuously adjustable<br />
rotary knob, toggle switch, or slider; single pole with soft tap or other quiet switch;<br />
EMI/RFI filter to eliminate interference; and 5-inch (130-mm) wire connecting<br />
leads.<br />
3. Fluorescent Lamp Dimmer Switches: Modular; compatible with dimmer ballasts;<br />
trim potentiometer to adjust low-end dimming; dimmer-ballast combination capable<br />
of consistent dimming with low end not greater than 10 percent of full brightness.<br />
2.05 WALL PLATES<br />
A. Single and combination types to match corresponding wiring devices.<br />
1. Plate-Securing Screws: Metal with head color to match plate finish.<br />
2. Material for Finished Spaces: 0.035-inch (1mm) thick satin finished stainless steel.<br />
3. Material for Unfinished Spaces: Galvanized steel.<br />
4. Material for Wet Locations: Cast aluminum with spring-loaded lift cover, and listed<br />
and labeled for use in "wet locations."<br />
2.06 FLOOR SERVICE FITTINGS<br />
A. Type: Modular, flap-type, dual-service units suitable for wiring method used.<br />
B. Compartments: Barrier separates power from voice and data communication cabling.<br />
C. Service Plate: Rectangular with satin finish.<br />
D. Power Receptacle: NEMA WD 6, Configuration 5-20R, gray finish, unless otherwise<br />
indicated.<br />
2.07 POKE-THROUGH ASSEMBLIES<br />
A. Description: Factory-fabricated and -wired assembly of below-floor junction box with<br />
multichanneled, through-floor raceway/firestop unit and detachable matching floor service<br />
outlet assembly.<br />
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1. Service Outlet Assembly: Flush type with four simplex receptacles and space for<br />
four RJ-45 jacks.<br />
2. Size: Selected to fit nominal 4-inch (100-mm) cored holes in floor and matched to<br />
floor thickness.<br />
3. Fire Rating: Unit is listed and labeled for fire rating of floor-ceiling assembly.<br />
4. Closure Plug: Arranged to close unused 4-inch (100-mm) cored openings and<br />
reestablish fire rating of floor.<br />
5. Wiring Raceways and Compartments: For a minimum of four No. 12 AWG<br />
conductors; and a minimum of four, 4-pair, Category 5 voice and data<br />
communication cables.<br />
2.08 FINISHES<br />
A. Color:<br />
1. Wiring Devices Connected to Normal Power System: White, unless otherwise<br />
indicated or required by NFPA 70.<br />
2. TVSS Devices: Blue.<br />
3. Isolated-Ground Receptacles: As specified for wiring devices with orange triangle<br />
on face.<br />
PART 3 - EXECUTION<br />
3.01 INSTALLATION<br />
A. Install devices and assemblies level, plumb, and square with building lines.<br />
B. Install wall dimmers to achieve indicated rating after derating for ganging according to<br />
manufacturer's written instructions.<br />
C. Install unshared neutral conductors on line and load side of dimmers according to<br />
manufacturers' written instructions.<br />
D. Arrangement of Devices: Unless otherwise indicated, mount flush, with long dimension<br />
vertical, and with grounding terminal of receptacles on top. Group adjacent switches<br />
under single, multigang wall plates.<br />
E. Remove wall plates and protect devices and assemblies during painting.<br />
F. Adjust locations of floor service outlets and service poles to suit arrangement of partitions<br />
and furnishings.<br />
3.02 IDENTIFICATION<br />
A. Comply with Section "Electrical Identification."<br />
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1. Receptacles: Identify panelboard and circuit number from which served. Use<br />
paste on machine printing with ¼“ high black lettering on face of plate, and durable<br />
wire markers or tags inside outlet boxes.<br />
3.03 CONNECTIONS<br />
A. Ground equipment according to Section "Grounding and Bonding."<br />
B. Connect wiring according to Section "Conductors and Cables."<br />
C. Tighten electrical connectors and terminals according to manufacturer's published torquetightening<br />
values. If manufacturer's torque values are not indicated, use those specified in<br />
UL 486A and UL 486B.<br />
3.04 FIELD QUALITY CONTROL<br />
A. Perform the following field tests and inspections and prepare test reports:<br />
1. After installing wiring devices and after electrical circuitry has been energized, test<br />
for proper polarity, ground continuity, and compliance with requirements.<br />
2. Test GFCI operation with both local and remote fault simulations according to<br />
manufacturer's written instructions.<br />
B. Remove malfunctioning units, replace with new units, and retest as specified above.<br />
END OF SECTION 26 27 26<br />
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SECTION 16400<br />
AUXILIARY ELECTRICAL SYSTEMS<br />
PART 1 - GENERAL<br />
1.01 RELATED DOCUMENTS<br />
A. The general provisions of the Contract, including General and Supplementary Conditions, apply to the<br />
Work specified in this Section.<br />
1.02 RELATED WORK SPECIFIED ELSEWHERE<br />
A. All other sections of Division 16.<br />
B. All other Divisions of the Contract Documents. Refer to each Division's specifications and drawings<br />
for all requirements.<br />
PART 2 - MATERIALS AND METHODS<br />
2.01 TELEPHONE RACEWAY SYSTEM<br />
A. Provide all empty conduit, outlet boxes, terminal boards, sleeves, etc., as indicated on drawings.<br />
Provide raceway system as described on the drawings.<br />
B. TERMINAL BOARDS: Fire treated 3/4" plywood, 8' x 4', unless indicated otherwise on the drawings,<br />
or as directed otherwise by Telephone Company on jobsite. Provide a six outlet plug strip at the base<br />
of the plywood. Provide a #10 copper ground bus, bonded to the cold water line.<br />
C. Telephone service raceway shall be installed underground from property line to building.<br />
D. Provide service entrance conduit from the main telephone terminal board (located inside) for entrance<br />
of underground service feeder from the site service. Refer to drawings for additional requirements.<br />
2.02 THEATER BURGLAR ALARM SYSTEM (WITH DOOR AJAR)<br />
A. Furnished and installed as indicated on the Matrix of Responsibility.<br />
2.03 AUDITORIUM SOUND SYSTEM<br />
A. Contractor to furnish and install all wiring and conduit, and speaker brackets.<br />
B. Speakers are supplied and installed as indicated on the Matrix of Responsibility.<br />
C. All wiring not in conduit shall satisfy the requirements of the NEC for flame spread and smoke<br />
generation when used in assembly occupancy, or add conduit/J-boxes as required.<br />
D. Sound conduits shall be routed to maintain 24” minimum separation from power conduits. If the<br />
sound conduit crosses power conduit, then the two shall cross at a ninety degree angle.<br />
2.04 FIRE ALARM SYSTEM:<br />
A. Design, furnish and install, as indicated on the plans and as required by the governing authorities,<br />
new fire alarm devices, main panel, remote annunciator, amplifier, and zone selector switch. This is<br />
a performance specification. Layout of devices on the drawings is for minimal conformance. Verify<br />
local requirements with local authority having jurisdiction and incorporate into the design and bid.<br />
Acceptable manufacturer is FireLite. No other manufacturers will be considered. The<br />
installed fire alarm system and components shall meet Factory Mutual requirements and<br />
approval.<br />
B. Fire alarm control panel (FACP) shall be a non-coded, addressable, multiple zone unit with<br />
emergency battery back-up power supply.<br />
1. System shall be zoned as stated below or as indicated on the drawings.<br />
2. Panel shall be equipped to accomplish the functions described on the drawings and to meet<br />
the requirements of the governing authorities.<br />
3. Panel shall be equipped with telephone dial-out communicator.<br />
4. Panel shall include an amplifier and tape (or digital) backup system for automatic voice<br />
evacuation. The amplifier system shall have a single zone (minimum) or the quantity<br />
Cinemark 16400 - 1 Auxiliary Electrical Systems<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
equired by the governing authorities. The pre-recorded message shall meet the<br />
requirements of the authorities having jurisdiction.<br />
5. System shall note have proprietary access or software codes.<br />
6. The fire alarm vender shall submit all passwords with the project shop drawing<br />
submittal and shall turn over all passwords to the owner upon completion of the<br />
installation (part of the closeout documents.).<br />
7. The contractor shall furnish and install a complete 24 VDC, FireLite MS9200UDL Series<br />
analog/addressable, multiprocessor-based fire alarm system as specified herein. The<br />
system shall include, but not be limited to; all control equipment, voice evacuation panel (with<br />
remote microphone), remote annunciator panel, analog sensors, addressable modules,<br />
audible and visual notification appliances as appropriate, conduit, wiring, fittings, and all other<br />
accessories necessary to provide a complete and operable system.<br />
8. Fire alarm cable is to be copper, stranded, in the wire guage required to meet the voltage<br />
drop requirements and the AHJ. Minimum wire size to be 14 ga. Jacket to be plenum rated<br />
and UL listed for fire alarm application.<br />
C. Peripheral Devices<br />
1. Manual pull stations shall be FireLite BG12LX Addressable Pull Station double action and<br />
shall be constructed of high impact, red lexan with raised white lettering. The break glass rod<br />
station shall have a hinged front with key lock. Stations shall be keyed alike with the fire<br />
alarm control panel. When the station is operated, the handle shall lock in a protruding<br />
manner to facilitate quick visual identification of the activated station. All pull stations<br />
accessible to the public shall be equipped with a Stopper II protective cover (as manufactured<br />
by Safety Technology International, Inc. 800-888-4784). When the protective cover is lifted,<br />
it sounds a piercing, self-contained 120 DB.<br />
2. Area Smoke Detectors<br />
a. Furnish and install where indicated on the plans, FireLite SD355 series area smoke<br />
detectors. Detectors shall be listed to U.L. standard 268 and shall be documented<br />
compatible with the control equipment to which it is connected. The detectors shall<br />
obtain their operating power from the fire alarm panel supervised detection loop.<br />
Removal of the detector head shall interrupt the supervisory circuit of the fire alarm<br />
detection loop and cause a trouble signal to be generated at the control panel.<br />
b. Remote LED alarm indicators and test switches shall be furnished and installed by<br />
the electrical contractor as required by the governing authorities and NFPA-90A.<br />
c. The detector to be addressable.<br />
d. furnish black covers for detectors located in black ceilings.<br />
3. Automatic Heat Detectors: Automatic heat detectors shall be combination rate-of-rise and<br />
fixed-temperature type. When the fixed-temperature portion is activated, the units shall be<br />
non-restorable and give visual evidence of such operation. Heat detectors shall be FIRELITE<br />
H355 (Addressable thermal sensor, Fixed Temperature or ATD-R, ATD-RL Addressable<br />
thermal sensor - Rate of Rise (or equal)). In projects with full detection, heat detectors shall<br />
be used in the concession stand in lieu of area smoke detectors.<br />
4. Visual Flashing lamps (Speaker / Strobes): Visual indicating appliances shall be Gentex<br />
SSPK and comprised of a Xenon flashtube and be entirely solid state. Strobes shall be wall<br />
mounted at 6" below the ceiling or 80" above the floor, which ever is lower. The strobes shall<br />
be intergral or separate from the speaker. The speaker shall have 8 OHM impedance, rated<br />
for 7 watts and with tap box for 25 volt or 70 volt system. Candela output shall vary to meet<br />
ADA and NFPA. Speaker strobes shall be red in color and shall fit on a standard 2-1/8”<br />
deep junction box. Max conduit size in auditoriums to be ½”.<br />
7. Door Holders: Magnetic door holders shall have an approximate holding force of 35 pounds.<br />
The door portion shall have a stainless steel pivotal mounted armature with shock absorbing<br />
nylon bearing. Unit shall be capable of being either surface, flush, semi-flush or floor<br />
mounted as required. Door holders shall be UL Listed for their intended purpose. Coordinate<br />
with the architect’s door hardware and scope.<br />
8. Duct Smoke Detectors: Furnished and installed as indicated on the drawings contractor in<br />
the supply and return ducts of all air moving equipment.<br />
a. Duct smoke detectors shall be non-addressable, analog interface with the solid state<br />
photoelectric type and shall operate on the light scattering photo diode principle.<br />
Cinemark 16400 - 2 Auxiliary Electrical Systems<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
. The detectors shall be designed to ignore invisible airborne particles or smoke<br />
densities that are below the factory set alarm point.<br />
c. No radioactive materials shall be used.<br />
d. The remote indication and test switches shall be furnished and installed by the<br />
electrical contractor to satisfy all aspects of NFPA90A, including remote LED alarm<br />
indicators and test switches.<br />
e. The duct detectors shall be externally powered from the air moving equipment (24V<br />
from the fire alarm system).<br />
f. Analog, non-addressable duct smoke detectors shall be located (factory mounted)<br />
within the rooftop units.<br />
g. Global shut down of the RTUs upon fire alarm will be hardwired by the electrical<br />
contractor.<br />
h. The fire alarm vender shall test and certify the smoke detectors.<br />
9. Remote alarm digital annunciator shall indicate up to 16 zones. Each zone shall be clearly<br />
labeled. There shall also be a remote alarm LED indicator/key test switch at the<br />
annunciator. The annunciator and microphone shall be mounted behind a located cabinet<br />
(FCRM) with a glass cover. Equal to FIRELITE ANN-80.<br />
10. Two Line Dialer: The dialer shall automatically transmit to the Owner’s Central Monitoring<br />
Station any control panel off normal condition, including Alarm, Supervisory or trouble<br />
conditions.<br />
11. The fire alarm vender shall furnish and install dry contact shut down relays at each projector<br />
and at all A/V and multi-media servers. Programmable relay modules shall be FireLite CRF-<br />
300. Monitoring modules shall be MDF-300.<br />
12. Voice evac panel to be FireLite ACC2550DA. Contractor shall furnish additional ACCAAM50<br />
amplifier modules, quantity as required.<br />
D. The main annunciator panel for the project is proposed to be located as shown on the drawings.<br />
E. CENTRAL STATION CONNECTION: All fire protection systems in the project including all signaling<br />
devices will be connected into an approved 24 hour central station service. The dial-out signal shall<br />
be compatible with the monitoring service or the service designated by the Owner’s representative<br />
(verify with Theatre Owner prior to release of dial-out communicator). The dial-out communicator<br />
shall be compatible with the Theatre Owner’s ADT monitoring equipment.<br />
F. The shop drawing submittal shall include, but is not limited to:<br />
1. Equipment cut sheets.<br />
2. Floor plans on 'D' size sheets showing locations of all devices and conduit runs.<br />
3. Complete sequence of operation in all of the various modes, customized and specific to this<br />
project.<br />
4. Battery calculations.<br />
5. Fire Department approval.<br />
6. Email with all of the fire alarm shop drawings in AutoCad DWG format and all of the<br />
equipment cut sheets in PDF format.<br />
7. One-line riser diagram.<br />
8. Passwords<br />
Incomplete submittals shall be rejected.<br />
G. This performance specification calls for the contractor to provide a complete operating system that<br />
satisfies all Governing Authority’s (local Fire Marshall, Elevator Inspector, Electrical Inspector,<br />
Building Inspector, etc.) requirements. The requirements stated herein and on the drawings are the<br />
minimum requirements. The fire alarm contractor shall ascertain all requirements of the governing<br />
authorities and include such requirements in his bid. Under this performance specification, there<br />
will be no change orders for additional costs related to fire alarm issues.<br />
End of Specifications<br />
Cinemark 16400 - 3 Auxiliary Electrical Systems<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
SECTION 16442<br />
SITE PANELBOARDS<br />
PART 1 - GENERAL<br />
1.01 RELATED DOCUMENTS<br />
A. Drawings and general provisions of the Contract, including General and Supplementary<br />
Conditions and Division 1 Specification Sections, apply to this Section.<br />
1.02 SUMMARY<br />
A. This Section includes the following:<br />
1. Distribution panelboards.<br />
2. Lighting and appliance branch-circuit panelboards.<br />
B. Related Sections include the following:<br />
1. Section “Basic Electrical Materials and Methods”.<br />
2. Section “Electrical Identification”.<br />
3. Section “Transient Voltage Suppression”.<br />
4. Section “Fuses”.<br />
1.03 DEFINITIONS<br />
A. EMI: Electromagnetic interference.<br />
B. GFCI: Ground-fault circuit interrupter.<br />
C. RFI: Radio-frequency interference.<br />
D. RMS: Root mean square.<br />
E. SPDT: Single pole, double throw.<br />
1.04 SUBMITTALS<br />
A. Product Data: For each type of panelboard, overcurrent protective device, transient<br />
voltage suppression device, accessory, and component indicated. Include dimensions<br />
and manufacturers' technical data on features, performance, electrical characteristics,<br />
ratings, and finishes.<br />
B. Shop Drawings: For each panelboard and related equipment.<br />
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1. Dimensioned plans, elevations, sections, and details. Show tabulations of<br />
installed devices, equipment features, and ratings. Include the following:<br />
a. Enclosure types and details for types other than NEMA 250, Type 1.<br />
b. Bus configuration, current, and voltage ratings.<br />
c. Short-circuit current rating of panelboards and overcurrent protective devices.<br />
2. Wiring Diagrams: Power, signal, and control wiring.<br />
C. Field quality-control test reports including the following:<br />
1. Test procedures used.<br />
2. Test results that comply with requirements.<br />
3. Results of failed tests and corrective action taken to achieve test results that<br />
comply with requirements.<br />
D. Panelboard Schedules: For installation in panelboards. Submit final versions after<br />
approval by Owner.<br />
E. Operation and Maintenance Data: For panelboards and components to include in<br />
emergency, operation, and maintenance manuals. In addition to items specified in<br />
Division 1 Section "Closeout Submittals," include the following:<br />
1. Manufacturer's written instructions for testing and adjusting overcurrent protective<br />
devices.<br />
2. Time-current curves, including selectable ranges for each type of overcurrent<br />
protective device.<br />
1.05 QUALITY ASSURANCE<br />
A. Testing Agency: The Contractor will retain the services of an independent testing agency<br />
as defined by OSHA in 29 CFR 1910.7 or a member company of the InterNational<br />
Electrical Testing Association to perform final testing of equipment and systems. The<br />
Contractor is required to perfume pre-testing to ensure compliance with the specifications<br />
prior to turning over to the testing agency for final test.<br />
B. Source Limitations: Obtain panelboards, overcurrent protective devices, components, and<br />
accessories through one source from a single manufacturer.<br />
C. Product Options: Drawings indicate size, profiles, and dimensional requirements of<br />
panelboards and are based on the specific system indicated. Refer to Division 1 Section<br />
"Product Requirements."<br />
D. Electrical Components, Devices, and Accessories: Listed and labeled as defined in<br />
NFPA 70, Article 100, by a testing agency acceptable to the Owner, and marked for<br />
intended use.<br />
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E. Comply with NEMA PB 1.<br />
F. Comply with NFPA 70.<br />
1.06 PROJECT CONDITIONS<br />
A. Environmental Limitations: Rate equipment for continuous operation under the following<br />
conditions, unless otherwise indicated:<br />
1. Ambient Temperature: Not exceeding 104 deg F (40 deg C).<br />
2. Altitude: Not exceeding 6600 feet (2000 m).<br />
B. Interruption of Existing Electric Service: Do not interrupt electric service to facilities<br />
occupied by Owner or others unless permitted under the following conditions and then<br />
only after arranging to provide temporary electric service according to requirements<br />
indicated:<br />
1. Notify Construction Manager no fewer than two weeks in advance of proposed<br />
interruption of electrical service.<br />
2. Do not proceed with interruption of electrical service without Construction<br />
Manager's written permission.<br />
1.07 COORDINATION<br />
A. Coordinate layout and installation of panelboards and components with other construction<br />
that penetrates walls or is supported by them, including electrical and other types of<br />
equipment, raceways, piping, and encumbrances to workspace clearance requirements.<br />
B. Coordinate size and location of concrete bases for free standing panels. Cast anchor-bolt<br />
inserts into bases. Concrete, reinforcement, and formwork requirements are specified in<br />
Division 3.<br />
PART 2 - PRODUCTS<br />
2.01 MANUFACTURERS<br />
A. Manufacturers: Subject to compliance with requirements, provide products by one of the<br />
following:<br />
1. Panelboards, Overcurrent Protective Devices, Controllers, Contactors, and<br />
Accessories:<br />
a. Eaton Corporation; Cutler-Hammer Products.<br />
b. General Electric Co.; Electrical Distribution & Protection Div.<br />
c. Square D.<br />
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2.02 MANUFACTURED UNITS<br />
A. Enclosures: Flush- and surface-mounted cabinets. NEMA PB 1, Type 1.<br />
1. Rated for environmental conditions at installed location.<br />
a. Outdoor Locations: NEMA 250, Type 3R.<br />
b. Kitchen Areas: NEMA 250, Type 4X, stainless steel.<br />
c. Other Wet or Damp Indoor Locations: NEMA 250, Type 4.<br />
d. Hazardous Areas Indicated on Drawings: NEMA 250, Type 7C.<br />
2. Hinged Front Cover: Entire front trim hinged to box and with door-in-door within<br />
hinged trim cover.<br />
3. Skirt for Surface-Mounted Panelboards: Same gage and finish as panelboard<br />
front with flanges for attachment to panelboard, wall, and ceiling or floor.<br />
4. Finish: Manufacturer's standard enamel finish over corrosion-resistant treatment<br />
or primer coat.<br />
5. Directory Card: With transparent protective cover, mounted in metal frame, inside<br />
panelboard door.<br />
6. Doors: Concealed hinges; secured with flush latch with tumbler lock; keyed alike.<br />
B. Phase and Ground Buses:<br />
1. Material: Hard-drawn copper, 98 percent conductivity.<br />
2. Equipment Ground Bus: Adequate for feeder and branch-circuit equipment ground<br />
conductors; bonded to box.<br />
3. Isolated Equipment Ground Bus: Adequate for branch-circuit equipment ground<br />
conductors; insulated from box.<br />
C. Conductor Connectors: Suitable for use with conductor material.<br />
1. Main and Neutral Lugs: Mechanical type.<br />
2. Ground Lugs and Bus Configured Terminators: Compression type.<br />
3. Feed-Through Lugs: Mechanical type suitable for use with conductor material.<br />
Locate at opposite end of bus from incoming lugs or main device.<br />
D. Service Equipment Label: UL labeled for use as service equipment for panelboards with<br />
main service disconnect switches.<br />
E. Future Devices: Mounting brackets, bus connections, and necessary appurtenances<br />
required for future installation of devices.<br />
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2.03 PANELBOARD SHORT-CIRCUIT RATING<br />
A. Fully rated to interrupt symmetrical short-circuit current available at terminals as shown on<br />
drawings.<br />
2.04 DISTRIBUTION PANELBOARDS<br />
A. Doors: Door-in-door, secured with vault-type latch with tumbler lock; keyed alike.<br />
B. Main Overcurrent Protective Devices: Circuit breaker.<br />
C. Branch Overcurrent Protective Devices: Bolt–on circuit breakers.<br />
2.05 LIGHTING AND APPLIANCE BRANCH-CIRCUIT PANELBOARDS<br />
A. Branch Overcurrent Protective Devices: Bolt-on circuit breakers, replaceable without<br />
disturbing adjacent units.<br />
B. Doors: Door-in-door with concealed hinges; secured with flush latch with tumbler lock;<br />
keyed alike.<br />
2.06 OVERCURRENT PROTECTIVE DEVICES<br />
A. Molded-Case Circuit Breaker: UL 489, with interrupting capacity to meet available fault<br />
currents.<br />
1. Thermal-Magnetic Circuit Breakers: Inverse time-current element for low-level<br />
overloads, and instantaneous magnetic trip element for short circuits. Adjustable<br />
magnetic trip setting for circuit-breaker frame sizes 250 A and larger.<br />
2. Current-Limiting Circuit Breakers: Frame sizes 400 A and smaller; let-through<br />
ratings less than NEMA FU 1, RK-5.<br />
3. GFCI Circuit Breakers: Single- and two-pole configurations with 30-mA trip<br />
sensitivity.<br />
B. Molded-Case Circuit-Breaker Features and Accessories: Standard frame sizes, trip<br />
ratings, and number of poles.<br />
1. Lugs: Mechanical Compression style, suitable for number, size, trip ratings, and<br />
conductor materials.<br />
2. Application Listing: Appropriate for application; Type SWD for switching<br />
fluorescent lighting loads; Type HACR for heating, air-conditioning, and<br />
refrigerating equipment.<br />
3. Ground-Fault Protection: Integrally mounted relay and trip unit with adjustable<br />
pickup and time-delay settings, push-to-test feature, and ground-fault indicator.<br />
4. Multiple units enclosed in a single housing or factory-assembled to operate as a<br />
single unit.<br />
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2.07 ACCESSORY COMPONENTS AND FEATURES<br />
A. Furnish accessory set including tools and miscellaneous items required for overcurrent<br />
protective device test, inspection, maintenance, and operation.<br />
PART 3 - EXECUTION<br />
3.01 INSTALLATION<br />
A. Install panelboards and accessories according to NEMA PB 1.1.<br />
B. Mount top of trim 74 inches (1880 mm) above finished floor, unless otherwise indicated.<br />
C. Mount plumb and rigid without distortion of box. Mount recessed panelboards with fronts<br />
uniformly flush with wall finish.<br />
D. Install overcurrent protective devices and controllers.<br />
E. Install filler plates in unused spaces.<br />
F. Stub four 1-inch (27-GRC) empty conduits from panelboard into accessible ceiling space<br />
or space designated to be ceiling space in the future. Stub four 1-inch (27-GRC) empty<br />
conduits into raised floor space or below slab not on grade.<br />
G. Arrange conductors in gutters into groups and bundle and wrap with wire ties.<br />
3.02 IDENTIFICATION<br />
A. Identify field-installed conductors, interconnecting wiring, and components; provide<br />
warning signs as specified in Section "Electrical Identification."<br />
B. Panelboard Nameplates: Label each panelboard with laminated-plastic nameplate<br />
mounted with corrosion-resistant screws.<br />
3.03 CONNECTIONS<br />
A. Ground equipment according to Section "Grounding and Bonding."<br />
B. Connect wiring according to Section "Conductors and Cables."<br />
3.04 FIELD QUALITY CONTROL<br />
A. Prepare for acceptance tests as follows:<br />
1. Test insulation resistance for each panelboard bus, component, connecting<br />
supply, feeder, and control circuit.<br />
2. Test continuity of each circuit.<br />
B. Testing Agency: The Contractor will engage a qualified testing and inspecting agency to<br />
perform field tests and inspections and prepare test reports. The Contractor is responsible<br />
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for coordinating the schedule of the testing agency to ensure no impact on the<br />
construction schedule.<br />
C. Infrared Scanning: After Substantial Completion, but not more than 60 days after Final<br />
Acceptance, perform an infrared scanning of each panelboard. Remove panel fronts so<br />
joints and connections are accessible to portable scanner.<br />
1. Follow-up Infrared Scanning: Perform an additional follow-up infrared scan of<br />
each panelboard 11 months after date of Substantial Completion.<br />
2. Instrument: Use an infrared scanning device designed to measure temperature or<br />
to detect significant deviations from normal values. Provide calibration record for<br />
device.<br />
3. Record of Infrared Scanning: Prepare a certified report that identifies panelboards<br />
checked and describes scanning results. Include notation of deficiencies detected,<br />
remedial action taken and observations after remedial action.<br />
3.05 CLEANING<br />
A. On completion of installation, inspect interior and exterior of panelboards. Remove paint<br />
splatters and other spots. Vacuum dirt and debris; do not use compressed air to assist in<br />
cleaning. Repair exposed surfaces to match original finish.<br />
END OF SECTION 26 24 16<br />
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SECTION 16900<br />
AUTOMATIC TEMPERATURE CONTROLS SYSTEMS (ATCS)<br />
PART 1 - GENERAL<br />
1.01 RELATED DOCUMENTS<br />
A. The general provisions of the Contract, including General Conditions, apply to the work specified in<br />
this Section.<br />
1.02 RELATED WORK SPECIFIED ELSEWHERE<br />
A. All other Sections of Division 16.<br />
B. All other Divisions of the Contract Documents. Refer to each Division's specifications and drawings<br />
for all requirements.<br />
C. Section 15500.<br />
1.03 SCOPE<br />
A. The automatic temperature control system (ATCS) shall be furnished and installed as indicated on the<br />
drawings.<br />
B. The control components will be as hereinafter specified and scheduled.<br />
C. Any additional parts necessary to or incidental for a complete and operating system shall be the<br />
responsibility of the ATCS contractor.<br />
D. All air conditioning unit controls (except as noted), wiring and wiring terminations will be furnished and<br />
installed as shown on the drawings.<br />
E. The control devices internal to the rooftop unit will be installed by the ATCS vendor.<br />
F. Labor warranty for the temperature controls and wiring is to be furnished by the electrical Contractor<br />
for a period of one year.<br />
G. The ATCS vendor shall provide the following minimum services (see sheet MEP0.2 for additional<br />
information):<br />
1. The engineering, calibration, and software programming of the ATCS.<br />
2. The calibration and adjustment of all thermostats (and sensors), CO2 sensors, variable<br />
speed controllers (as applicable) and all other controlling devices.<br />
3. The low voltage ATCS wiring terminations.<br />
4. Place the control systems in satisfactory operating condition.<br />
5. Instruct the assigned operating personnel in the operation and maintenance of these<br />
controls. At the completion of the project, the ATCS control vender shall schedule and<br />
provide a 2 hour instruction period with the theatre manager and assistant manager.<br />
6. Furnish diagrammatic layouts of automatic control systems and a set of printed instructions to<br />
the Owner, for both operation and maintenance.<br />
7. Provide a set of AS-Built control diagrams at the completion of the project clearly showing<br />
any field changes to the original layout.<br />
I. All motorized dampers not integral with the rooftop units shall be furnished and installed as<br />
indicated on the Matrix of Responsibility.<br />
J. For the D/X split systems, the electrical contractor shall furnish and install the low voltage control<br />
wiring in accordance with the mechanical contractor’s requirements. The mechanical contractor shall<br />
furnish a compatible thermostat.<br />
K. The electrical contractor shall furnish and install all 120V wiring for the ATCS (allow a minimum of<br />
three circuits at three different locations).<br />
L. The electrical contractor shall furnish and install all conduits with pull strings.<br />
M. The ATCS vender shall furnish and install normally closed contactors in an enclosure for the control of<br />
Cinemark<br />
16900 - 1 Automatic Temperature Controls Systems (ATCS)<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
fans and lights. The contractor is to install.<br />
N. The ATCS vender shall assist and coordinate pre-function checklist, startup and<br />
system functional testing with Commissioning Agent. Coordinate retesting as<br />
necessary until satisfactory performance is verified.<br />
1.04 SUBMITTALS<br />
A. The following data/information shall be submitted by the ATCS vendor for approval:<br />
1. Cut sheets on all furnished controls.<br />
2. Sequence of operation.<br />
3. Control drawings and sequences of operation.<br />
4. Provide as part of the submittal one reproducible vellum of all data and control drawings.<br />
5. Email all of the submittal drawings in AutoCAD DWG format.<br />
6. Email the product cut sheets in Adobe PDF format.<br />
B. The submittal drawings shall be 24"x36" or 11"x17" format, 1/8” scale.<br />
C. The submittal shall be project specific.<br />
PART 2 - PRODUCTS AND SYSTEMS :<br />
2.01 THERMOSTATS (Where Applicable)<br />
A. Thermostats shall be adjustable with night set back, with system malfunction lights.<br />
B. The thermostat shall communicate directly with the microprocessor in the rooftop unit and the remote<br />
sensor in the occupied space.<br />
C. Thermostats shall have tamper proof cover/controls.<br />
D. Thermostats for D/X split systems, furnaces, etc. shall be Honeywell T7300 series furnished by the<br />
mechanical contractor<br />
2.02 SENSORS<br />
A. Sensors shall have tamper proof covers when exposed to public access.<br />
B. Sensors shall not be adjustable.<br />
C. The sensor shall communicate directly with the thermostat.<br />
d. Sensor covers in auditoriums shall be black.<br />
2.03 Contactors<br />
A. Contactors shall be normally closed.<br />
B. Contactors shall be Square D L004V02 with 120V or 277v coils.<br />
C. The ATCS vender shall furnish and install the pilot relay in the contactor.<br />
PART 3 - EXECUTION<br />
3.01 CONTROL SEQUENCES: Refer to sheet MEP0.2.<br />
3.02 GUARANTY-WARRANTY<br />
A. The subcontractor shall furnish a written warranty, countersigned and guaranteed by the General<br />
Contractor, stating all work executed under this section shall be free from defects of materials and<br />
workmanship for a period of one year from the date of final acceptance.<br />
B. The above parties further agree that they will, at their own expense, repair and replace all such<br />
defective work, and all other work damaged thereby, which becomes defective during the term of the<br />
Cinemark<br />
16900 - 2 Automatic Temperature Controls Systems (ATCS)<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
Guaranty-Warranty.<br />
END OF SECTION<br />
Cinemark<br />
16900 - 3 Automatic Temperature Controls Systems (ATCS)<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
SECTION 16995<br />
ELECTRICAL SYSTEMS COMMISSIONING<br />
PART 1 – GENERAL<br />
1.01 DESCRIPTION<br />
A. The purpose of this section is to define Division 16 responsibilities in the commissioning process.<br />
B. Refer to Section 01810 and 15995 for additional commissioning requirements.<br />
C. Commissioning requires the participation of Division 16 to ensure that all systems are operating in<br />
a manner consistent with the Contract Documents. The general commissioning requirements and<br />
coordination are detailed in Division 1. Division 16 shall be familiar with all parts of Division 1 and<br />
Section 15 and shall execute all commissioning responsibilities assigned to them in the Contract<br />
Documents.<br />
D. With respect to commissioning, the Electrical contractors shall:<br />
1. Include cost for the commissioning requirements, as it pertains to this section, in the<br />
quoted price.<br />
2. Attend commissioning meetings scheduled by the Commissioning Agent.<br />
3. Schedule work so that required installations are completed, and systems verification<br />
checks and functional performance tests can be carried out on schedule.<br />
4. Inspect, check and confirm in writing the proper installation and performance of all<br />
electrical services provided.<br />
5. Provide electrical system technicians to assist during system verification and functional<br />
performance testing as required by the Commissioning Agent.<br />
6. Review specification Division 1 and 15 to fully understand their responsibilities as they<br />
pertain to the commissioning processes.<br />
1.02 RESPONSBILITIES<br />
A. Electrical Contractor: The commissioning responsibilities applicable to the electrical contractor<br />
are as follows (all references apply to commissioned equipment only):<br />
Construction and Acceptance Phases<br />
1. Include the cost of commissioning in the contract price.<br />
2. In each purchase order or subcontract written, include requirements for submittal data,<br />
commissioning documentation, testing assistance, O&M data, training, etc.<br />
3. Attend a commissioning scoping meeting and other necessary meetings to facilitate the<br />
Commissioning Agent process. Commissioning shall be discussed monthly, as a regular<br />
agenda item during the normal construction meetings, and minutes submitted to<br />
Commissioning Agent.<br />
4. Contractors shall provide normal cut sheets and shop drawing submittals to the<br />
Commissioning Agent of commissioned equipment.<br />
5. Provide additional requested documentation, prior to normal O&M manual submittals, to<br />
the Commissioning Agent for development of start-up and functional testing procedures.<br />
a. Typically this will include detailed manufacturer installation and start-up,<br />
operating, troubleshooting and maintenance procedures, full details of any<br />
Owner-contracted tests, full factory testing reports, if any, and full warranty<br />
information, including all responsibilities of the Owner to keep the warranty in<br />
force clearly identified. In addition, the installation, start-up, and checkout sheet<br />
forms to be used by the factory or field technicians shall be submitted to the<br />
Commissioning Agent.<br />
b. The Commissioning Agent may request further documentation necessary for the<br />
commissioning process.<br />
c. This data request may be prior to normal submittals.<br />
6. Provide a copy of the O&M manual submittals of commissioned equipment, through<br />
normal channels, to the Commissioning Agent for review and approval.<br />
7. Contractors shall assist (along with the design engineers) in clarifying the operation and<br />
control of commissioned equipment in areas where the Specifications, control drawings or<br />
equipment documentation are not sufficient for writing detailed testing procedures.<br />
8. Develop a full start-up and initial checkout plan using manufacturer’s start-up procedures.<br />
Submit manufacturer’s detailed start-up procedures and the full start-up plan and<br />
Cinemark 16995 - 1 Electrical Systems Commissioning<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
procedures and other requested equipment documentation to Commissioning Agent for<br />
review.<br />
9. During the start-up and initial checkout process, execute and documents the electricalrelated<br />
portions of the pre-functional checklists provided by the Commissioning Agent for<br />
all commissioned equipment.<br />
10. Perform and clearly document all completed start-up and system operational checkout<br />
procedures, providing a copy to the Commissioning Agent.<br />
11. Address current A/E punch list and Action List items before functional testing.<br />
12. Provide skilled technicians to execute starting of equipment and to assist in the functional<br />
performance tests. Ensure that they are available and present during the agreed-upon<br />
schedules and for sufficient duration to complete the necessary tests, adjustments and<br />
problem solving.<br />
13. Correct deficiencies (differences between specified and observed performance) as<br />
interpreted by the Commissioning Agent and A/E and retest the equipment.<br />
14. Prepare O&M manuals according to the Contract Documents, including clarifying and<br />
updating the original sequences of operation to as-built conditions.<br />
15. During construction, maintain as-built red-line drawings for all drawings and final CAD asbuilts<br />
for contractor-generated coordination drawings. Update after completion of<br />
commissioning.<br />
16. Provide training of the Owner’s operating personnel as specified.<br />
17. Coordinate with equipment manufacturers to determine specific requirements to maintain<br />
the validity of the warranty.<br />
Warranty Period<br />
1. Correct deficiencies and make necessary adjustments to O&M manuals and as-built<br />
drawings for applicable issues identified in any seasonal testing.<br />
1.03 RELATED WORK<br />
A. Refer to Division 1, Part 1 for a listing of all sections where commissioning requirements are found.<br />
B. Refer to Division 1, Part 1 for systems to be commissioned and for functional testing requirements.<br />
1.04 COMMISSIONED SYSTEMS<br />
A. Refer to Commissioning Agent Plan. There are no specific systems which fall under electrical<br />
systems that are to be commissioned on this project, under LEED NC 2009, Functional<br />
Commissioning, but the electrical contractor is to be part of the Commissioning Agent team and is to<br />
assist the mechanical contractor in the total Commissioning Agent process.<br />
PART 2 – PRODUCTS<br />
2.01 TEST EQUIPMENT<br />
A. Division 16 shall provide all test equipment necessary to fulfill the testing requirements of this Division.<br />
PART 3 – EXECUTION<br />
3.01 SUBMITTALS<br />
A. Division 16 shall provide submittal documentation relative to commissioning as required in this<br />
Section Part 1, Division 1.<br />
B. The Commissioning Agent shall review all submittals.<br />
3.02 START-UP PRE-FUNCTIONAL CHECKLISTS AND INITIAL CHECKOUT<br />
A. The electrical contractors shall follow the start-up and initial checkout procedures listed in the<br />
Responsibilities list in this section and in Division 1. Divisions 15 and 16 has start-up responsibility<br />
and is required to complete systems and sub-systems so they are fully functional, meeting the design<br />
objectives of the Contract Documents. The commissioning procedures and functional testing do not<br />
relieve or lessen this responsibility or shift that responsibility partially to the Commissioning Agent or<br />
Owner.<br />
END OF SECTIOIN 16995<br />
Cinemark 16995 - 2 Electrical Systems Commissioning<br />
South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
APPENDIX A – GEOTECH REPORT<br />
NAPA CENTURY CENTER XD 12<br />
Napa, California<br />
KIP # 165582
GEOTECHNICAL INVESTIGATION REPORT<br />
on<br />
PROPOSED SOUTH RIVER PLACE, PHASE 1 (CINEMARK THEATRE)<br />
Gasser Drive and Hartle Court<br />
Napa, California<br />
for<br />
THE GASSER FOUNDATION<br />
By<br />
KC ENGINEERING COMPANY<br />
Project No. VV3200<br />
29 December 2010
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LETTER OF TRANSMITTAL<br />
TABLE OF CONTENTS<br />
Page No.<br />
GEOTECHNICAL INVESTIGATION...........................................................................................5<br />
Purpose and Scope ...............................................................................................................5<br />
Site Location and Description..............................................................................................5<br />
Proposed Development ........................................................................................................6<br />
Previous Investigation..........................................................................................................7<br />
Field Investigation ...............................................................................................................8<br />
Laboratory Investigation......................................................................................................8<br />
Subsurface Conditions .........................................................................................................9<br />
Site Geology.......................................................................................................................10<br />
Geo-Hazards ......................................................................................................................10<br />
DISCUSSION, CONCLUSIONS AND RECOMMENDATIONS...............................................14<br />
General...............................................................................................................................14<br />
Geotechnical Considerations .............................................................................................14<br />
Grading ..............................................................................................................................16<br />
Surface Drainage................................................................................................................18<br />
Foundations........................................................................................................................20<br />
Slab-on-Grade Construction ..............................................................................................21<br />
Pavement Areas .................................................................................................................22<br />
Retaining Walls..................................................................................................................24<br />
General Construction Requirements..................................................................................24<br />
LIMITATIONS AND UNIFORMITY OF CONDITIONS ..........................................................26<br />
APPENDIX A<br />
Vicinity Map, Figure 1<br />
Aerial Photo, Figure 2<br />
Geologic Map, Figure 3<br />
Site Plan, Figure 4<br />
Logs of Test Borings, Figures 5 through 11<br />
Boring Log Legend<br />
Laboratory Test Results<br />
APPENDIX B - 2002 INVESTIGATION APPENDIX<br />
Site Plan<br />
Conceptual Site Plan<br />
Logs of Test Borings 1 to 8<br />
Test Pit Logs<br />
Laboratory Test Results<br />
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APPENDIX C – 2009 INVESTIGATION APPENDIX<br />
Site Plan, Figure 2<br />
Logs of Test Borings, Figures 4 through 11<br />
Laboratory Test Results<br />
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GEOTECHNICAL INVESTIGATION<br />
Purpose and Scope<br />
The purpose of this geotechnical investigation report for the proposed South River Place Phase 1<br />
development located on Gasser Drive and Hartle Court in Napa, California, was to determine the<br />
surface and subsurface soil conditions at the subject site. Based on the results of the<br />
investigation, geotechnical criteria were established for the grading of the site, the design of<br />
foundations, pavement sections and the construction of other related facilities on the property.<br />
In accordance with our proposal dated 11 October 2010, our services included the following<br />
tasks:<br />
a. A review of available geotechnical and geologic literature concerning the site and<br />
vicinity, including the original Geotechnical Investigation Report by our firm<br />
dated 12 July 2002 and subsequent investigation by our firm in September 2009;<br />
b. Site reconnaissance by our Geotechnical Engineers to observe and map the<br />
existing surface conditions;<br />
c. Drilling of 7 exploratory borings to depths of 28.5 to 50 feet and sampling of the<br />
subsurface soils;<br />
d. Laboratory testing of the samples obtained to determine their classification and<br />
engineering characteristics;<br />
e. Analysis of the data and formulation of conclusions and recommendations; and<br />
f. Preparation of this written report.<br />
Site Location and Description<br />
The subject site consists of two irregular-shaped parcels of land on the west side of Gasser Drive in<br />
the City of Napa, California as shown on Figures 1 and 2, Vicinity Map and Aerial Photo in<br />
Appendix A. The largest parcel is located northwest of the intersection of Imola Avenue and<br />
Gasser Drive. This main parcel is bounded by Gasser Drive on the east, Imola Avenue and<br />
retention ponds on the south, a Napa Sanitation District Corporation Yard on the west and Hartle<br />
Court (new) on the north. The smaller parcel is located north of Hartle Court (new), between the<br />
animal shelter and the transitional housing project. Immediately north of Hartle Court (new) is a<br />
fire station, homeless shelter and a transitional housing development which is currently under<br />
construction. Hartle Court (old) runs through the middle of the parcel. As part of the transitional<br />
housing project, Hartle Court (new) is being extended to connect to the western segment in front of<br />
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the animal shelter. Once this is complete, Hartle Court (old) will be abandoned. In addition to the<br />
road improvements through the site, there are several underground utilities along the road alignment<br />
and also along the western property boundary.<br />
With the exception of a stockpile noted below, the topography of the site is relatively flat to gently<br />
sloping with localized elevation differentials as shown on Figure 4, Site Plan. It is our<br />
understanding that the site was filled over the years since the early 1950’s with dredge materials<br />
from the nearby Napa River. The site is currently vacant (except for the street and utility<br />
improvements noted above) and appears to have never been developed. However, it is noted that<br />
subsequent to our original investigation in 2002, a soil stockpile was placed on the site between the<br />
two Hartle Courts. The stockpile materials were imported from the Imola Street Bridge<br />
embankment material. The stockpile has recently been added to with excess materials from the<br />
transitional housing project. The stockpile is approximately 465 feet long, 215 feet wide and up to<br />
15 feet high as shown on Figure 4. Based on testing performed by our firm, the soil materials<br />
consist of brown to dark brown, moderately expansive sandy clay 1 . The soil materials were<br />
determined to be acceptable for use as general fill on the Gasser site, but not under proposed<br />
building foundations where conventional footings are used. The materials were also determined to<br />
be environmentally acceptable for use on the site. A smaller pile of soil and debris is located<br />
adjacent to the ponds. Vegetation on the site consists of volunteer grasses and weeds with a few<br />
trees around the ponds.<br />
The above description is based on a reconnaissance of the site by a Geotechnical Engineer, on a<br />
Scheme 17 Site Plan by LPAS Architects dated 14 October 2010 overlaid onto topographic data<br />
from Foulk, Gomez and Associates, an aerial photo from Google Earth, and the USGS<br />
Topographic Map of the Napa Quadrangle as obtained from the 3D TopoQuads program by<br />
DeLorme. The Scheme 17 Site Plan and topographic data are the basis for our Site Plan included<br />
as Figure 4 in Appendix A.<br />
Proposed Development<br />
Based on our review of the referenced site plan, we understand that Phase I of the South River<br />
Place development includes a new Cinemark Theater building of approximately 41,700 square<br />
feet, and four additional commercial office, retail or restaurant buildings noted as Retail 1, Retail<br />
2, Pad 1 and Pad 2 ranging in size from 2,400 to 9,000 square feet. Additional improvements<br />
will consist of constructing a plaza area, driveways, landscaping, underground utilities, concrete<br />
flatwork, parking lots and widening of Hartle Court (new). In addition, an overflow parking lot<br />
will be constructed north of Hartle Court (new).<br />
1 Letter titled Import Fill Evaluation, prepared by KC Engineering Company, dated 8 March 2005.<br />
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Based on our conversations with Mr. Don Harton of Cinemark, the theater building is anticipated<br />
to be constructed with masonry, concrete tilt-up panels and/or pre-cast exterior cladding.<br />
Structural steel columns and beams may also be utilized. Wall loads of 4 to 7 kips per square<br />
foot and column loads of 65 to 160 kips are anticipated. The interior slab floors of each<br />
auditorium will be placed at two elevations such that near the center of the building, the slabs<br />
will be at the same elevation of the lobby and then sloped down 3 to 5 feet along the exterior<br />
walls.<br />
The four additional structures are anticipated to one-story in height, except for Retail 2 which<br />
may be two-stories with retail below and office above. These structures will likely be<br />
constructed of conventional structural steel and wood framing and have slab-on-grade floors.<br />
Typical wall loads are anticipated.<br />
An asphalt concrete paved parking lot will be constructed on the southern end of the site and an<br />
additional parking lot will be added to the west of the transitional housing project. As noted<br />
above, Hartle Court will also be widened along the northern project frontage. Grading is<br />
expected to consist primarily of cuts and fills of up to 3 vertical feet or less, to achieve the design<br />
pad and subgrade levels, not including removal of the approximately 15-feet high stockpile. The<br />
exception is the southern portion between Hartle Court (old) and the pond which may require<br />
approximately 7 feet of fill to achieve the design grades. We understand that the existing<br />
stockpile and any other excess soil materials will be utilized as general fill to level the site.<br />
Previous Investigation<br />
We previously investigated the geotechnical conditions of the surface and subsurface soils of the<br />
entire Gasser South property and Supportive Housing Project, of which the subject site is part,<br />
and prepared the Reference 1 and 2 reports. We have included the Appendixes from the original<br />
(2002) and subsequent (2009) investigations within Appendix B and C of this report,<br />
respectively. Our original field investigation was performed on the 13 th and 14 th of May 2002<br />
and included a reconnaissance of the site and the drilling of 8 exploratory borings and the<br />
excavation of 14 test pits (See Appendix B for boring and test pit logs). Furthermore, the<br />
Supportive Housing field investigation was performed on 11 September 2009 and included a<br />
reconnaissance of the site and the drilling of 4 exploratory test borings (See Appendix C for<br />
boring logs). For informational purposes, we have shown the borings and test pits, on the new<br />
Site Plan, Figure 4 in Appendix A.<br />
Subsequent to our 2002 investigation, we performed laboratory testing on the imported stockpile<br />
materials discussed previously. Four samples were collected on 28 February 2005 from test pits<br />
at the Imola Bridge embankment. Environmental testing was performed by CLS Laboratories on<br />
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the samples for Benzene, Toluene, Ethylbenzene, and Xylene (BTEX) using EPA Test Method<br />
8015M and for CAM 17 Metals. The test results indicate all constituents tested are either nondetect<br />
or are below the Not To Exceed Gasser Site Reuse Criteria. In addition, the four samples<br />
were transported to our laboratory for classification testing consisting of grain size analysis and<br />
Atterberg Limits. Based on our testing, the stockpile soils consist of brown to dark brown,<br />
moderately expansive sandy clay.<br />
Field Investigation<br />
Our recent field investigation was performed on 17 and 18 December 2010 and included a<br />
reconnaissance of the site and the drilling of 7 additional exploratory test borings at the<br />
approximate locations shown on Figure No. 4, “Site Plan” included in Appendix A. The boring<br />
logs include approximate elevations based on a FGA Preliminary Grading Plan.<br />
The borings were drilled to depths of 28.5 to 50 feet below the existing ground surface<br />
(including stockpile). The drilling was performed with truck-mounted Mobile B24 drill rig using<br />
power-driven, four-inch diameter, continuous flight augers. Visual classifications were made<br />
from the auger cuttings and the samples in the field. As the drilling proceeded, relatively<br />
undisturbed tube samples were obtained by driving a 2.5-inch O.D., California split-tube sampler,<br />
containing thin brass liners into the boring bottom. Disturbed samples were obtained by driving a<br />
2-inch O.D., split-barrel sampler into the boring bottom in accordance with ASTM D1586. The<br />
sampler was driven into the in-situ soils under the impact of a 140 pound hammer having a free fall<br />
of 30 inches. The number of blows required to advance the sampler 12 inches into the soil were<br />
adjusted to the standard penetration resistance (N-Value). When the sampler was withdrawn from<br />
the boring bottom, the brass liners containing the relatively undisturbed samples were removed,<br />
examined for identification purposes, labeled and sealed to preserve the natural or in-situ moisture<br />
content. The samples were then transported to our laboratory for testing. Classifications made in<br />
the field were verified in the laboratory after further examination and testing. The stratification of<br />
the soils, descriptions, location of undisturbed soil samples and standard penetration resistance<br />
are shown on the respective “Logs of Test Borings” contained within Appendix A.<br />
Laboratory Investigation<br />
The laboratory testing program was directed towards providing sufficient information for the<br />
determination of the engineering characteristics of the site soils so that the recommendations<br />
outlined in this report could be formulated. The laboratory test results are presented on the<br />
respective “Logs of Test Borings” and data sheets in Appendix A. We have also reviewed the<br />
previous lab test results (included in Appendixes B and C) as part of this report.<br />
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Moisture content and dry density tests (ASTM D2937-94) were performed on representative<br />
relatively undisturbed soil samples in order to determine the consistency of the soil and the<br />
moisture variation throughout the explored soil profile.<br />
Ten sieve analysis tests (ASTM D422) and four Atterberg Limits tests (ASTM D4318) were<br />
performed on selected soil samples to assist in the identification and classification of the subsurface<br />
soils. In addition, the Atterberg Limits tests were used to estimate the expansion potential of the<br />
near surface soils.<br />
Two laboratory consolidation tests (ASTM D2435) were performed on samples of the underlying<br />
soil deposits to determine their compressibility. The results were used to estimate the potential<br />
settlement due to the proposed improvements.<br />
The strength parameters of the foundation soils were determined from four unconfined<br />
compression (ASTM D2166) and one direct shear (ASTM D3018) tests performed on selected<br />
relatively undisturbed soil samples. Standard field penetration resistances (N-Values) also assisted<br />
in the determination of strength and bearing capacity. The standard penetration resistance values<br />
are recorded on the respective “Logs of Test Borings”.<br />
Two bulk samples were also collected from the Retail 1 and 2 building pad areas and tested to<br />
evaluate the presence and concentration of water-soluble sulfate in accordance with California<br />
Test Method 417. These test results were used to identify the corrosion potential of the soils to<br />
at or below grade concrete. A discussion is presented in the foundation section of this report.<br />
Subsurface Soil Conditions<br />
Based on our field exploration and laboratory investigation, the surface and subsurface soil<br />
conditions are generally uniform across the site. As previously discussed, the central portion of<br />
the site between the two Hartle Courts, is covered with a variable-height stockpile of soil<br />
consisting of brown to red brown sandy clay extending to an elevation of approximately +15.0 to<br />
+28.5 feet. The soils below the stockpile generally consist of old dredge fill materials that<br />
extend down to an elevation of approximately +1.0 to +5.0 feet. The dredge fill material<br />
generally consists of loose to medium dense, fine to medium grained sands and stiff sandy clay<br />
and silt. Below the fill, the native materials consist of moderately to highly expansive, firm to<br />
very stiff, grey to grey/brown clay with variable amounts of sand to elevations of approximately<br />
-18 to -24 feet. The native clays are underlain by medium dense to very dense clayey gravel to<br />
gravelly sand. The laboratory test results indicate that the native clays encountered below the<br />
ground water level are over-consolidated to under-consolidated under the current loading<br />
conditions.<br />
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The groundwater conditions are highly variable at the site. Groundwater was encountered in the<br />
recent borings at elevations ranging from -6.0 to +11.5 feet at the time of drilling. Groundwater<br />
levels during previous investigations ranged from elevations of 0 to +9.0. Fluctuations in the<br />
groundwater table will likely occur with variations in seasonal rainfall and fluctuations in the<br />
nearby retention basin, and the Napa River.<br />
A more thorough description and stratification of the soils encountered along with the results of<br />
the recent laboratory tests are presented on the respective “Logs of Test Borings” in Appendix A.<br />
The approximate locations of the recent borings are shown on Figure 4, “Site Plan.”<br />
Site Geology<br />
According to the Geologic Map of the Napa 7.5’ Quadrangle 2 , a portion of which is included as<br />
Figure 3 in the Appendix, the geologic deposits underlying the site consist of Holocene-aged<br />
Stream terraces. These terraces were deposited as point bar and overbank deposits along the<br />
Napa River. The deposits are composed of moderately-sorted clayey sand and sandy clay with<br />
gravel. The subsurface deposits encountered during our investigation generally correlate with<br />
previous mapping.<br />
Geo-Hazards<br />
Seismicity<br />
The site is not located within an Alquist-Priolo Earthquake Fault Zone 3 . There are no known<br />
active or inactive faults crossing the site as mapped and/or recognized by the State of California.<br />
Earthquake related ground shaking should be expected during the design life of the structures at<br />
the site. The California Geological Survey (CGS) has defined an active fault as one that has had<br />
surface displacement in the last 11,000 years, or has experienced earthquakes in recorded history.<br />
Based on our review of the Fault Activity Map of California 4 and the USGS Fault Database 5 , the<br />
nearest active faults are the West Napa, Green Valley, Cordelia, Rodgers Creek and Hunting<br />
Creek-Berryessa, located approximately 1.4 miles west, 5.1 miles east, 7.0 miles east, 11.8 miles<br />
southwest and 17.3 miles northeast of the site, respectively.<br />
2 Clahan, K.B., Wagner, D.L., Saucedo, G.J., Randolph-Loar, C.E., and Sowers, J.M., 2004, Geologic Map of the<br />
Napa 7.5’ Quadrangle, Napa County, California, California Geological Survey, Version 1.0<br />
3 Hart, E.W. and Bryant, W.A., 1997, Fault-Rupture Hazard Zones in California, Alquist-Priolo Earthquake Fault<br />
Zoning Act with Index to Earthquake Fault Zones Maps, California Department of Conservation, Division of Mines<br />
and Geology, Special Publication 42, Revised 1997, Supplements 1 and 2 added 1999.<br />
4 Jennings, Charles W., 1994, Fault Activity Map of California and Adjacent Areas, California Division of Mines<br />
and Geology Geologic Map Data Series, Map No. 6.<br />
5 U.S. Geological Survey and California Geological Survey, 2006, Quaternary Fault and Fold Database for the<br />
United States, accessed 9 March 2009, from USGS web site: http://earthquake.usgs.gov/regional/qfaults/.<br />
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Based on the Interactive Probabilistic Seismic Hazard Map on the CGS website 6 , the peak<br />
ground acceleration that has a 10% probability of exceedance in 50 years (475 year return<br />
period) is 0.46g (alluvium). Using hazard deaggregation as performed on the US Geological<br />
Survey website, the peak ground acceleration that has a 2% probability of exceedance in 50 years<br />
(2475 year return period) is 0.74g (firm rock). The major contributing fault for the site is the<br />
West Napa Fault with a 64% contribution. The next highest individual fault contribution is from<br />
the Green Valley/Cordelia Fault Zones with a 23% contribution. All other faults contribute<br />
approximately 2% or less to the seismic contribution.<br />
Structures at the site should be designed to withstand the anticipated ground accelerations. Based<br />
on our review of published maps and the probabilistic ground motion parameters from the CGS<br />
website, the following 2007 California Building Code earthquake design criteria are applicable for<br />
the site:<br />
Site Class: D<br />
Design Spectral Response Accelerations: S DS = 1.12 g; S D1 = 0.60 g<br />
Fault Rupture<br />
The site is not located within an Alquist-Priolo Earthquake Fault Zone. Based on our review of<br />
geologic maps, no known active or inactive faults cross or project toward the subject site. In<br />
addition, no evidence of active faulting was visible on the site during our site reconnaissance.<br />
Therefore, it is our opinion that there is no potential for fault-related surface rupture at the<br />
subject site.<br />
Landslides<br />
The subject site and immediate vicinity is relatively flat and therefore not subject to seismicallyinduced<br />
landslide hazards.<br />
Liquefaction<br />
Soil liquefaction is a phenomenon in which loose and saturated cohesionless soils are subject to a<br />
temporary, but essentially total loss of shear strength, due to pore pressure build-up under the<br />
reversing cyclic shear stresses associated with earthquakes. Soils typically found most<br />
susceptible to liquefaction are saturated and loose, fine to medium grained sand having a uniform<br />
particle range and less than 5% fines passing the No. 200 sieve. However, fine-grained soils<br />
6 U.S. Geological Survey and California Geological Survey, 2002, Interactive Probabilistic Seismic Hazards Map,<br />
accessed 9 March 2009, from the CGS website:http://redirect.conservation.ca.gov/cgs/rghm/pshamap/pshamain.html<br />
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with a liquid limit less than 37%, a plasticity index less than 12, and an in-situ moisture content<br />
that is greater than 0.85 times the liquid limit, are also vulnerable to liquefaction-like effects.<br />
According to Special Publication 117 by the Division of Mines and Geology, the assessment of<br />
hazards associated with potential liquefaction of soil deposits at a site must consider translational<br />
site instability (i.e. lateral spreading, etc.) and more localized hazards such as bearing failure and<br />
settlement.<br />
The data used for evaluating liquefaction potential of the subsurface soils consisted of the in-situ<br />
Standard Penetration Resistance values (N 1 ) 60 values, the unit weights, gradations, in-situ<br />
moisture contents, the groundwater level, and the location of the site to the nearest active fault<br />
and the predicted ground surface acceleration. The near surface fill materials consist of soft to<br />
stiff sandy clay, firm sandy silt, and loose to medium dense clayey and silty sands. The native<br />
soils below the fill consist predominately of stiff to very stiff sandy clay underlain by medium<br />
dense to very dense clayey and sandy gravel. However, discontinuous layers of clayey sand<br />
were encountered in Boring 3 between depths of 27 to 33 feet and in Boring 6 between depths of<br />
20 to 33 feet. The native clays beneath the site are generally considered to have a liquid limit<br />
greater than 37%, a plasticity index greater than 12 and an in-situ moisture content less than 0.85<br />
times the liquid limit. Therefore, the clayey soils that comprise a majority of the subsurface soils<br />
are not considered liquefiable. The medium dense to very dense gravels and sands encountered<br />
below the clays are sufficiently dense to preclude liquefaction. The discontinuous layers of<br />
medium dense native clayey sand encountered in Borings 3 and 6 have between 36.4 and 49.0<br />
percent fines. Due to the relative density and high fines content of these materials, it is our<br />
opinion that the liquefaction potential of the localized layers is low.<br />
However, loose to medium dense sand and firm silt layers were encountered in the fill in Borings 2<br />
through 5 that are either currently saturated or could potentially become saturated. A liquefaction<br />
analysis was performed using the recommended analysis methods of the NCEER report 7 . These<br />
layers were determined to be potentially liquefiable with factors of safety less than 1. The potential<br />
liquefaction induced total settlements were calculated for these layers 8 . The results indicate<br />
between 1.0 to 2.9 inches of total settlement may occur during a seismic event. Since these layers<br />
are non-uniform across the site, we estimate that the differential settlements may equal the total<br />
settlement values. In addition, due to the shallow nature of the potentially liquefiable materials,<br />
sand boils may occur. The identified potential for liquefaction induced settlements and sand boils<br />
can be mitigated by over-excavation and replacement as engineered fill or by in-situ densification as<br />
recommended in the following sections of the report.<br />
7 Youd, T. Leslie and Idriss, Izzat M., 1997, “Summary Report from the Proceedings of the NCEER Workshop on<br />
Evaluation of Liquefaction Resistance of Soils,” Technical Report NCEER 97-0022, December 31, 1997<br />
8 Zhang, G., Robertson, P.K., and Brachman, R.W.I., “Estimating Liquefaction Induced Ground Settlements from<br />
CPT for Level Ground”<br />
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Settlement<br />
Our investigation of the site included an evaluation of consolidation settlement of the subsurface<br />
soil materials. The current and previous test borings and pits indicate that settlement of the near<br />
surface fill materials will occur if not mitigated prior to development. The anticipated settlement<br />
from the proposed fill material and weight of the structures is considered excessive. Therefore,<br />
the near-surface fill materials should be mitigated/densified prior to development to minimize<br />
total and differential settlements. The fill materials can be mitigated by removal and<br />
recompaction or by in-situ densification.<br />
In addition to the potential for settlement of the near surface existing fills, we evaluated the<br />
potential for settlement due to consolidation of the native subsurface clay soils. We performed<br />
two consolidation tests which revealed that the clayey materials in the vicinity of Borings 2 and 3<br />
are currently under-consolidated and subject to settlement. Our settlement analysis of the underconsolidated<br />
materials indicates that 0.5 to 1.2 inches of long-term total settlement may occur<br />
after the buildings are constructed. Differential settlement can be assumed to be one-half of the<br />
total settlement, or up to 0.6 inches.<br />
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DISCUSSIONS, CONCLUSIONS AND RECOMMENDATIONS<br />
General<br />
From a geotechnical point of view, the proposed South River Place, Phase 1 (Cinemark Theatre)<br />
is feasible for construction on the subject site provided the recommendations presented in this<br />
report are incorporated into the project plans and specifications.<br />
The grading, foundation and ground improvement plans and calculations for the development<br />
must be reviewed by the Soil Engineer prior to contract bidding or submittal to governmental<br />
agencies to ensure that the geotechnical recommendations contained herein are properly<br />
incorporated and utilized in design.<br />
KC ENGINEERING CO., should be notified at least two working days prior to site clearing,<br />
grading, and/or foundation operations on the property. This will give the Soil Engineer ample<br />
time to discuss the problems that may be encountered in the field and coordinate the work with<br />
the contractor.<br />
Field observation and testing during the grading and/or foundation operations must be provided<br />
by representatives of KC ENGINEERING CO., to enable them to form an opinion regarding the<br />
adequacy of the site preparation, the acceptability of fill materials, and the extent to which the<br />
earthwork construction and the degree of compaction comply with the specification<br />
requirements. Any work related to the grading and/or foundation operations performed without<br />
the full knowledge and under the direct observation of the Soil Engineer will render the<br />
recommendations of this report invalid. This does not imply full-time observation. The degree<br />
of observation and frequency of testing services would depend on the construction methods and<br />
schedule, and the item of work.<br />
Geotechnical Considerations<br />
The primary geotechnical considerations are the potential for settlement of the surficial fills due<br />
to liquefaction and due to the weight of the proposed structure loading. In addition, the old fills<br />
were not placed as compacted engineered fill and are highly variable. The potential of<br />
consolidation and liquefaction induced settlement in the existing fill materials can be adequately<br />
mitigated by excavation and replacement as engineered fill by conventional earthwork grading<br />
techniques or by other in-place ground modification methods such as compaction grouting or the<br />
use of stone columns such as Geopiers.<br />
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It is our opinion that the in-place ground improvement technique most suitable would be to<br />
construct stone columns or rammed aggregate piers (also known locally as Geopier soil<br />
reinforcement). Alternative ground improvement methods may be considered but must be<br />
provided to our firm for review and approval. Rammed aggregate piers are a method of<br />
densifying the soils by drilling pier holes and mechanically ramming well-graded aggregate into<br />
the holes in thin lifts. The high impact energy not only densifies the aggregate, but also<br />
prestrains and prestresses the surrounding soil laterally. This increases the soil’s ability to<br />
withstand higher vertical and lateral stresses. The rammed aggregate piers must be designed and<br />
constructed in accordance with the Geopier Foundation Company recommendations. Hole<br />
casing or alternative methods should be anticipated as was required on the adjacent Homeless<br />
Shelter site. The Geopier design will provide the project Structural Engineer with an increased<br />
allowable bearing capacity, a decreased differential settlement potential and the other foundation<br />
related criteria. If this option is selected, the Foundation Plans and Geopier design documents<br />
should be provided to us for review prior to construction.<br />
In addition, another geotechnical concern for the site is the presence of near-surface, low to<br />
highly expansive clays, the existing stockpile and fill soils beneath the site. The near surface soil<br />
is prone to heave and shrink movements with changes in moisture content and, consequently,<br />
must be carefully considered in the design of grading, foundations, drainage, and landscaping.<br />
The recommendations provided in the following sections will minimize the effects of the noted<br />
concerns.<br />
As previously discussed, the central portion of the site is covered by a variable height stockpile<br />
which is underlain by old dredge fills. Based on the nearby Hartle Court (new), transitional<br />
housing, homeless shelter and fire station improvement grades, we anticipate that the soils at the<br />
proposed pad grade (approximately elev. +15 ft.) will be variable ranging from sandy clay to silt<br />
and sand. Furthermore, portions of the stockpile may remain after cutting to the pad grade.<br />
Therefore, it is our opinion that commercial building structures may be satisfactorily supported<br />
on a deepened spread footing foundation system in conjunction with an interior concrete slab-ongrade<br />
floor provided that the fill materials are mitigated by grading as noted below, or by other<br />
approved ground densification methods. In addition, any additional import soils should meet the<br />
requirements as noted below. Specific recommendations for the spread footing foundation<br />
systems are given later under the heading Foundations.<br />
Groundwater was encountered at elevations ranging from -6.0 to +11.0 feet. The groundwater<br />
table is not expected to impact the future performance of the proposed buildings. However, any<br />
grading near or below these levels and any utilities below these elevations will likely encounter<br />
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groundwater and/or localized seepage zones. The mass grading and underground contractor<br />
should be made aware of these conditions so that appropriate dewatering methods can be<br />
employed.<br />
Grading<br />
It is recommended that grading for the proposed site be performed during the drier seasons to<br />
minimize potential compaction problems resulting from excessive moisture, perched water and<br />
ground seepage. Should grading be performed during the wetter months, delays may occur due to<br />
extensive processing and/or chemical modification (lime/cement treatment) may be required. The<br />
grading recommendations presented herein should be followed during the mass grading operations<br />
on the subject site.<br />
We anticipate that the proposed grading will consist of cuts and fills up to 7 vertical feet to achieve<br />
the design building pad and pavement subgrade elevations. However, as noted above, there will<br />
still be stockpile soils left at these grades and the soils will be non-uniform. In addition, the existing<br />
near surface materials consists of firm sandy clays and loose sands which require densification prior<br />
to foundation construction. The densification can be achieved through conventional grading<br />
techniques or by in-place methods such as stone columns or compaction grouting.<br />
The following recommendations are applicable to densification by conventional grading techniques.<br />
In areas where buildings are proposed and where Hartle Court will be widened, the old fill soils<br />
identified in the borings should be over-excavated to undisturbed native ground as observed and<br />
approved by the Soil Engineer. Based on the borings, excavations to elevations ranging from +1<br />
to +5 feet should be expected resulting in over-excavation depths of 5 to 11 feet (not including<br />
the stockpile). Localized dewatering of the excavations may be required by the contractor,<br />
especially near Borings 2 and 3. The excavation should extend a minimum of 5 feet laterally<br />
beyond the building footprint and the area replaced with engineered fill as noted below. We also<br />
note that debris may be encountered in the excavated fill that must be removed from the site.<br />
While we did not encounter any during this investigation, our experience on adjacent projects<br />
indicates there is a possibility of this condition.<br />
Based on our experience on the adjacent construction operations for Hartle Court, Transitional<br />
Housing, Homeless Shelter and Fire Station, the native clay soils that will be exposed will likely<br />
be soft, wet and unstable. Placement of fill on these materials with conventional earthmoving<br />
equipment will likely be difficult. Therefore, as we have performed on the adjacent sites, a<br />
stabilization layer should be anticipated by the contractor at the bottom of the excavations. The<br />
stabilization layer should consist of Tensar BX1200 (or approved equivalent) geogrid overlain by<br />
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an 18-inch thick layer of 6-inch minus crushed rock overlain by Mirafi 600x (or approved<br />
equivalent) geotextile followed by engineered fill placement. The requirement for stabilization<br />
and the method may be modified in the field by the Soil Engineer at the time of grading.<br />
In all other areas (non-building or parking lots), the upper 3 feet (minimum) of the subgrade<br />
should consist of engineered fill. Where over-excavation is required (north half of the site), the<br />
area should be excavated to a depth of 2 feet, the bottom 12 inches scarified and compacted inplace<br />
and the area replaced as engineered fill. The south half of the site will require more than 3<br />
feet of fill to achieve the design grades and therefore does not require over-excavation.<br />
Prior to site grading, the existing stockpile which covers a portion of the site must be removed.<br />
After removal of the existing stockpile, the surface of the areas to be graded will require stripping to<br />
remove vegetation and/or other deleterious materials. It is estimated that stripping depths of about 1<br />
to 2 inches may be necessary; however, the actual depth of stripping should be determined in the<br />
field by the Soil Engineer. Stripped material from the site may not be used as engineered fill but<br />
may be stockpiled and used later for landscaping purposes. Any existing undesirable items which<br />
do not meet the requirements of engineered fill (wood, concrete, buried pipes, septic tanks, etc…)<br />
should be excavated and removed from the site.<br />
As part of the Transitional Housing project currently under construction north of the site, Hartle<br />
Court (new) is being extended to connect to the western end of the road. Hartle Court (old) will<br />
then be abandoned. As part of the South River Place project, the abandoned road will be<br />
demolished. The road improvements (including curb/gutter/sidewalk) and any utilities which will<br />
not remain in service must be demolished and removed from the site. The exception is that the<br />
aggregate base, asphalt concrete and portland cement concrete may be crushed and used on the site<br />
as general fill.<br />
After stripping and over-excavation of the existing firm/loose fills, and prior to any additional fill<br />
placement, the upper 12 inches should be scarified, moisture conditioned as necessary and<br />
compacted to a minimum degree of relative compaction of 90% at 2 or more percent above<br />
optimum moisture content as determined by ASTM D1557 Laboratory Test Procedure. Mitigation<br />
of wet/unstable soils is discussed above. After processing and compacting the upper 12 inches (or<br />
stabilization), the site may be brought to the desired finished grades by placing engineered fill in<br />
lifts of 8 inches in uncompacted thickness and compacting to a minimum relative compaction of<br />
90% at 2 or more percent over optimum in accordance with the aforementioned test procedure.<br />
All fill material should be approved by the Soil Engineer. The material should be a soil or soilrock<br />
mixture which is free from excessive organic matter or other deleterious substances. The<br />
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fill material should not contain rocks or lumps over 6 inches in greatest dimension and not more<br />
than 15% larger than 2-½ inches. All soils encountered during our investigation would be<br />
suitable for use as engineered fill when placed and compacted as recommended.<br />
Should import material be used to establish the proper grading for the proposed development, the<br />
import material should be approved by the Soil Engineer before it is brought to the site.<br />
Imported soils should meet the following requirements:<br />
a. Have an R-Value of not less than 25;<br />
b. Have a Plasticity Index not higher than 20;<br />
c. Not more than 15% passing the No. 200 sieve;<br />
d. No rocks larger than 6 inches in maximum size;<br />
Prior to compaction, each layer should be spread evenly and should be thoroughly blade mixed<br />
during the spreading to obtain uniformity of material in each layer. The fill should be brought to<br />
a water content that will permit proper compaction by either (a) aerating the material if it is too<br />
wet, or (b) spraying the material with water if it is too dry. Compaction should be performed by<br />
footed rollers or other types of approved compaction equipment and methods. Compaction<br />
equipment should be of such design that they will be able to compact the fill to the specified<br />
density. Rolling of each layer should be continuous over its entire area and the equipment<br />
should make sufficient trips to ensure that the required density has been obtained. No ponding or<br />
jetting is permitted.<br />
The standard test used to define maximum densities and optimum moisture content of all<br />
compaction work shall be the Laboratory Test procedure ASTM D1557 and field tests shall be<br />
expressed as a relative compaction in terms of the maximum dry density and optimum moisture<br />
content obtained in the laboratory by the foregoing standard procedure. Field density and<br />
moisture tests shall be made in each compacted layer by the Soil Engineer in accordance with<br />
Laboratory Test Procedure ASTM D6938, respectively. When footed rollers are used for<br />
compaction, the density and moisture tests shall be taken in the compacted material below the<br />
surface disturbed by the roller. When these tests indicate that the compaction requirements on<br />
any layer of fill, or portion thereof, has not been met, the particular layer, or portion thereof, shall<br />
be reworked until the compaction requirements have been met.<br />
Surface Drainage<br />
A very important factor affecting the performance of structures is the proper design,<br />
implementation, and maintenance of surface drainage. Ponded water will cause swelling and/or<br />
loss of soil strength and may also seep under structures. Should surface water be allowed to seep<br />
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under the structures, differential foundation movement resulting in structural damage and/or<br />
standing water under the slab will occur. This may cause dampness to the floor which may result<br />
in mildew, staining, and/or warping of floor coverings. To minimize the potential for the above<br />
problems, the following surface drainage measures are recommended and must be maintained by<br />
the property owner in perpetuity:<br />
a) Liberal building pad slopes and drainage must be provided by the project Civil Engineer<br />
to remove all storm water from the pad and to prevent storm and/or irrigation water from<br />
ponding adjacent to the structure foundation or other improvements. The finished pad<br />
grade around the structures should be compacted and sloped away from the exterior<br />
foundations and as required in Section 1803.3 of the 2007 CBC.<br />
b) Enclosed or trapped planter areas adjacent to the structure foundation should be avoided<br />
if possible. Where enclosed planter areas are constructed, these areas must be provided<br />
with adequate measures to drain surface water (irrigation and rainfall) away from the<br />
foundation. Positive surface gradients and/or controlled drainage area inlets should be<br />
provided. Care should be taken to adequately slope surface grades away from the<br />
structure foundation and into area inlets. Drainage area inlets should be piped to a<br />
suitable discharge facility.<br />
c) Roof drains should be connected to a closed pipe system to carry storm water away from<br />
the structures and graded areas. In doing this, the possibility of soil saturation adjacent to<br />
the foundation and engineered fills is reduced. Downspout water may be allowed to<br />
discharge directly onto hardscape surfaces provided positive drainage is maintained.<br />
d) Site drainage should be designed by the project Civil Engineer. Civil engineering,<br />
hydraulic engineering, and surveying expertise is necessary to design proper surface<br />
drainage to assure that the flow of water is directed away from the foundations.<br />
e) Over-irrigation of plants is a common source of water migrating beneath a structure.<br />
Consequently, the amount of irrigation should not be any more than the amount necessary<br />
to support growth of the plants. Foliage requiring little irrigation (drip system) is<br />
recommended for the areas immediately adjacent to the structure.<br />
f) Landscape mounds or concrete flatwork should not be constructed to block or obstruct<br />
the surface drainage paths. The Landscape Architect or other landscaper should be made<br />
aware of these landscaping recommendations and should implement them as designed.<br />
The surface drainage facilities should be constructed by the contractor as designed by the<br />
Civil Engineer.<br />
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Foundations<br />
Based on our field and laboratory investigation, the subsurface soils have the potential for<br />
settlement due to seismically induced liquefaction and consolidation of the subsurface soils as<br />
identified above. As stated above, the liquefaction and consolidation hazards must be mitigated by<br />
over-excavation and recompaction of the old fill soils or by in-situ densification. In addition, the<br />
site’s near surface foundation soils are considered to have a low to high expansion potential and<br />
susceptible to potential differential movements due to variations in moisture content. Therefore,<br />
provided the building pads are graded as recommended above, the buildings may be satisfactorily<br />
supported on a deepened, interconnected spread footing foundation system in conjunction with<br />
interior slabs-on-grade. Recommendations for the spread footing foundation system where<br />
densification by conventional grading techniques is performed are presented below. If in-place<br />
densification is performed, the foundation criteria should be provided by the densification designer.<br />
Spread footings should extend to a minimum depth of 30 inches below lowest adjacent pad grade<br />
(i.e., trenching depth). At this depth, the recommended design bearing pressure should not<br />
exceed 2,000 p.s.f. due to dead plus sustained live loads. The above allowable pressure may be<br />
increased by 1/3 due to all loads which include wind and seismic. Isolated footings are not<br />
recommended. All footings must be interconnected with continuous footings or tie-beams. All<br />
foundations must be adequately reinforced to provide structural continuity and resist the<br />
anticipated loads as determined by the project Structural Engineer. However, continuous<br />
footings are to be reinforced with a minimum of 4 No. 5 bars, 2 at the top and 2 near the bottom<br />
of the footing. Additional reinforcement will be as required by the structural engineer and in<br />
accordance with structural building code requirements. Foundations designed in accordance<br />
with the above criteria should be expected to experience a total settlement of 1 inch and a<br />
differential of ½ inch.<br />
To accommodate lateral building loads, the passive resistance of the foundation soil can be<br />
utilized. The passive soil pressures can be assumed to act against the front face of the footing<br />
below a depth of 1 foot below the ground surface. It is recommended that a passive pressure<br />
equivalent to that of a fluid weighing 250 p.c.f. be used. For design purposes, an allowable<br />
friction coefficient of 0.30 can be assumed at the base of the spread footings.<br />
Two bag samples of the near surface soils on Retail 1 and 2 pads were collected and transported<br />
to Sunland Analytical in Rancho Cordova for testing of water soluble sulfates in accordance with<br />
California Test Method 417. The testing indicates a sulfate content ranging from 32.3 to 124.0<br />
ppm (mg/kg) for the samples collected. Based on exposure conditions as identified in Table 19-<br />
A-4 of the California Building Code, the building site is classified as “Negligible” which<br />
requires no special provisions for cement type, concrete strength, or water/cement ratio.<br />
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Slab-on-Grade Construction<br />
Interior slabs utilized in conjunction with spread footings and exterior slabs-on-grade should be<br />
constructed in accordance with the following recommendations:<br />
a) All areas to receive slabs should be wetted to seal any desiccation or shrinkage cracks<br />
prior to placing the underslab components. This work should be done under the<br />
observation of the Soil Engineer.<br />
b) Slabs should be underlain by a minimum of 4 inches of ¾” Caltrans Class II<br />
Aggregate Base placed and compacted between the finished subgrade and the slabs to<br />
serve as subbase support.<br />
c) Slabs should be a minimum of 5 inches thick and be reinforced with a minimum of<br />
No. 4 bars spaced 16 inches center to center, each way. The actual slab thickness and<br />
reinforcement should be determined by the project structural engineer in accordance<br />
with the structural requirements. The reinforcement shall be placed in the center of<br />
the slab unless otherwise designated by the design engineer. Thickened edges should<br />
also be constructed adjacent to landscape areas such that the slab rests on grade.<br />
d) A vapor barrier membrane should be installed between the subgrade and the slab to<br />
minimize moisture condensation under floor coverings and/or upward vapor<br />
transmission. The vapor barrier membrane should be a minimum 10-mil extruded<br />
polyolefin plastic that complies with ASTM E1745 Class A and have a permeance of<br />
less than 0.01 perms per ASTM E96 or ASTM F1249. It is noted that polyethylene<br />
films (visqueen) do not meet these specifications. The vapor barrier must be<br />
adequately lapped and taped/sealed at penetrations and seams in accordance with<br />
ASTM E1643 and the manufacturer’s specifications. The vapor retarder must be<br />
placed continuously across the slab area, including closure strips. Therefore, the<br />
membrane must extend beyond the closure strip contact to allow for adequate lapping<br />
and sealing of the seam.<br />
To prevent excessive moisture migration through the slab, and minimize the<br />
occurrence of shrinkage cracking and slab curling, it is recommended that all slab-ongrade<br />
concrete be placed with a maximum water to cement ratio of 0.5 and be<br />
appropriately cured. In addition, the slab should not be subjected to rainfall or<br />
cleaning water prior to placement of the floor coverings. Floor moisture emission<br />
testing may also be required prior to placement of moisture sensitive floor coverings.<br />
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e) If it is desired to place a granular cushion between the vapor retarder and the slab, it<br />
should be 2 inches thick and meet the following specifications. The cushion material<br />
as recommended in ACI 302.1R may be an unwashed size No. 10 material per ASTM<br />
D 448. This material should meet a gradation of 100% passing 3/8”, 85 to 100%<br />
passing No. 4, 10 to 30% passing No. 100, and 0 to 5% passing No. 200. It is noted<br />
that clean sand does not meet the ACI requirements. Alternative materials must be<br />
approved by the Soils Engineer prior to use. The cushion material should be dry to<br />
slightly damp at the time of concrete placement.<br />
f) Interior and exterior slabs should be provided with crack control saw cut joints or tool<br />
joints to allow for expansion and contraction of the concrete. The type and layout of<br />
the joints should be determined by the project Structural Engineer and Architect.<br />
Pavement Areas<br />
The driveways and parking areas will be paved with asphalt concrete (AC) and/or portland cement<br />
concrete (PCC) surfaces. Recommendations for both pavement surfaces are presented below. We<br />
emphasize that the performance of the pavement is critically dependent upon adequate and uniform<br />
compaction of the subgrade soils, as well as engineered fill and utility trench backfill within the<br />
limits of pavements. Pavements will typically have poor performance and shorter life where water<br />
is allowed to migrate into the aggregate base and subgrade soils. The main source of water into<br />
pavement materials is landscape planters constructed within or adjacent to pavement areas. Where<br />
this is planned, it is suggested to extend the curbs into the soil subgrade at least 2 inches. The<br />
construction of all pavements should conform to the requirements set forth by the latest Standard<br />
Specifications of the Department of Transportation of the State of California (Caltrans) and/or the<br />
City of Napa.<br />
R-Value: A bulk sample of the near-surface soils was obtained during our previous investigation<br />
that is representative of the anticipated subgrade soils. The sample was tested in accordance with<br />
California Test Method 301 to determine the applicable R-Value for the site. An R-Value of 18 was<br />
determined for the site. However, to account for some variability in the materials and to ensure<br />
long-term performance, we recommend a design R-Value of 15.<br />
Preparation of Subgrade: After underground utilities have been placed in the areas to receive<br />
pavement and removal of excess material has been completed, the upper 8 inches of the subgrade<br />
soil shall be scarified, moisture conditioned and compacted to a minimum relative compaction of<br />
95% at an above optimum moisture content in accordance with the grading recommendations<br />
specified in this report. Prior to placement of aggregate baserock, it is recommended that the<br />
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subgrade be proof rolled and observed for deflection by the Soils Engineer. Should<br />
deflection/pumping conditions be encountered, supplemental recommendations will be provided.<br />
It is noted that the near surface soils that will comprise the subgrade are considered moderately<br />
to highly expansive or “active” per the City of Napa Standards (July 2008). According to the<br />
City Standards, roads within the City right-of-way that have “active” subgrade soils will require<br />
mitigation. Therefore, we recommended to over-excavate the active soils a depth of 6 inches, a<br />
stabilization fabric such as a Mirafi 500X or equivalent be placed at the bottom, and the area<br />
replaced with additional aggregate base rock. As an alternative, if it is desired to mitigate the<br />
soils by chemical treatment, additional testing will be needed to determine the type of treatment<br />
(lime and/or cement), depth of treatment and percent of product required.<br />
Aggregate Base: All aggregate base material placed subsequently should also be compacted to a<br />
minimum relative compaction of 95% based on the ASTM Test Procedure D1557. The<br />
recommended aggregate base thicknesses for asphalt pavements are noted in the table below. The<br />
minimum aggregate base thickness for portland cement concrete pavements is 6 compacted inches.<br />
Asphalt Concrete: Based on the design R-Value of 15, and a range of traffic indices typical for a<br />
mixed developments, the recommended pavement sections for asphalt concrete surfaces are<br />
summarized in the table below. The appropriate traffic index (TI) should be determined by the<br />
project Civil Engineer or City of Napa Standards.<br />
Traffic Condition<br />
Traffic Index<br />
(TI)<br />
Asphalt Concrete<br />
(inches)<br />
Class II Aggregate Base 1<br />
(inches)<br />
On-Site Pavements<br />
Parking Stalls 4.5 2.5 8.5<br />
Driveways 6.0 3.0 12.5<br />
City Pavements<br />
Hartle Court 7.0 4.0 19.0 2<br />
NOTES:<br />
(1) Minimum R-Value = 78<br />
(2) Includes additional aggregate base for mitigation of active soils<br />
(3) All layers in compacted thickness to CalTrans Standard Specifications.<br />
Portland Cement Concrete: Where PCC pavement areas are utilized, the concrete should be poured<br />
on the compacted aggregate base layer described above. The concrete should be a minimum of 6<br />
inches thick and reinforced with a minimum of No.4 rebar spaced at 16 inches on center, each way.<br />
Additional reinforcement may be required by the Structural Engineer.<br />
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Retaining Walls<br />
If retaining walls are required the following design parameters should be utilized in the design<br />
and construction of the proposed walls. Retaining walls should be founded on spread footings as<br />
noted above under the Foundation section. It is noted that drainage of any below grade<br />
structures, such as elevator pits, should be provided. We recommend that all below grade walls<br />
be water-proofed as recommended by a specialist. The walls should be designed to resist lateral<br />
pressures of 45 p.c.f. for active conditions and 60 p.c.f. for at-rest conditions, and a passive<br />
resistance of 250 p.c.f., expressed as an equivalent fluid weight. Active conditions occur when<br />
the top of the wall is free to move outward. At-rest conditions apply when the top of the wall is<br />
restrained from any movement. A coefficient of friction for sliding resistance of 0.30 may be<br />
used. It should be noted that the effects of any surcharge or compaction loads behind the walls<br />
2<br />
must be accounted for in the design of the walls. In addition, an earthquake load of 8H applied<br />
at 0.6H , where H = wall height, from the bottom of the wall is applicable. The design should<br />
be submitted to the Soil Engineer for review.<br />
The above criteria are based on fully drained conditions. Where fully drained conditions cannot<br />
be achieved, the walls should be designed to account for the additional weight of water. In order<br />
to achieve fully-drained conditions, a drainage filter blanket should be placed behind the wall.<br />
The blanket should be a minimum of 12 inches thick and should extend the full height of the wall<br />
to within 12 inches of the surface. If the excavated area behind the wall exceeds 12 inches, the<br />
entire excavated space behind the 12-inch blanket should consist of compacted engineered fill or<br />
blanket material. The drainage blanket material may consist of either granular crushed rock with<br />
drain pipe fully encapsulated in geotextile filter fabric or Class II permeable material that meets<br />
CalTrans Specification, Section 68, with drainage pipe, and optional fabric. A 4-inch perforated<br />
drain pipe should be installed in the bottom of the drainage blanket and should be underlain by at<br />
least 4 inches of filter type material. A 12-inch cap of native soil material should be placed over<br />
the drainage blanket. Piping with adequate gradient shall be provided to discharge water that<br />
collects behind the walls to an adequately controlled discharge system away from the structure<br />
foundations.<br />
General Construction Requirements<br />
Utility trenches extending underneath all traffic areas must be backfilled with native or approved<br />
import material and compacted to relative compaction of 90% to within 6 inches of the subgrade.<br />
The upper 6 inches should be compacted to 95% relative compaction in accordance with<br />
Laboratory Test Procedure ASTM D1557-91. Backfilling and compaction of these trenches<br />
must meet the requirements set forth by the City of Napa, Department of Public Works.<br />
________________________________________________________________________________________________________<br />
KC ENGINEERING COMPANY Project No. VV3200 Page 24 of 123
Geotechnical Investigation South River Place, Gasser Drive, Napa 29 December 2010<br />
________________________________________________________________________________________________________<br />
Applicable safety standards require that trenches in excess of 5 feet must be properly shored or<br />
that the walls of the trench slope back to provide safety for installation of lines. If trench wall<br />
sloping is performed, the inclination should vary with the soil type and applicable OSHA Safety<br />
Standards.<br />
With respect to state-of-the-art construction or local requirements, utility lines are generally<br />
bedded with granular materials. These materials can convey surface or subsurface water beneath<br />
the structures. It is, therefore, recommended that all utility trenches which possess the potential<br />
to transport water be sealed with a compacted impervious cohesive soil material or lean concrete<br />
where the trench enters/exits the building perimeter. This impervious seal should extend a<br />
minimum of 2 feet away from the building perimeter.<br />
________________________________________________________________________________________________________<br />
KC ENGINEERING COMPANY Project No. VV3200 Page 25 of 123
Geotechnical Investigation South River Place, Gasser Drive, Napa 29 December 2010<br />
________________________________________________________________________________________________________<br />
LIMITATIONS AND UNIFORMITY OF CONDITIONS<br />
1. It should be noted that it is the responsibility of the owner or his representative to notify<br />
KC ENGINEERING CO., in writing, a minimum of two working days before any clearing,<br />
grading, or foundation excavation operations can commence at the site.<br />
2. The recommendations of this report are based upon the assumption that the soil<br />
conditions do not deviate from those disclosed in the borings and from a reconnaissance of the<br />
site. Should any variations or undesirable conditions be encountered during the development of<br />
the site, KC ENGINEERING CO., will provide supplemental recommendations as dictated by<br />
the field conditions.<br />
3. This report is issued with the understanding that it is the responsibility of the owner, or<br />
his representative, to ensure that the information and recommendations contained herein are<br />
brought to the attention of the Architect and Engineer for the project and incorporated into the<br />
plans and that the necessary steps are taken to see that the Contractor and Subcontractors carry<br />
out such recommendations in the field.<br />
4. At the present date, the findings of this report are valid for the property investigated.<br />
With the passage of time, significant changes in the conditions of a property can occur due to<br />
natural processes or works of man on this or adjacent properties. In addition, legislation or the<br />
broadening of knowledge may result in changes in applicable standards. Changes outside of our<br />
control may render this report invalid, wholly or partially. Therefore, this report should not be<br />
considered valid after a period of two (2) years without our review, nor should it be used, or is it<br />
applicable, for any properties other than those investigated.<br />
5. Not withstanding, all the foregoing applicable codes must be adhered to at all times.<br />
________________________________________________________________________________________________________<br />
KC ENGINEERING COMPANY Project No. VV3200 Page 26 of 123
APPENDIX A<br />
Vicinity Map<br />
Aerial Photo<br />
Geologic Map<br />
Site Plan<br />
Log of Test Borings<br />
Boring Log Legend<br />
Laboratory Test Results
N<br />
Project Site<br />
KC ENGINEERING COMPANY<br />
865 Cotting Lane, Suite A<br />
Vacaville, CA 95688<br />
(707) 447-4025<br />
Project No. VV3200<br />
South River Place, Phase 1 (Cinemark)<br />
Gasser Drive and Hartle Court<br />
Napa, California<br />
FIGURE NO. 1 - VICINITY MAP
N<br />
Project Site Project Site<br />
KC ENGINEERING COMPANY<br />
865 Cotting Lane, Suite A<br />
Vacaville, CA 95688<br />
(707) 447-4025<br />
Project No. VV3200<br />
South River Place, Phase 1 (Cinemark)<br />
Gasser Drive and Hartle Court<br />
Napa, California<br />
FIGURE NO. 2 – AERIAL PHOTO
N<br />
Not to Scale<br />
Project Site<br />
PARTIAL LEGEND<br />
Clahan, Kevin B., Wagner, David L., Saucedo, George J., Randolph-Loar, Carolyn E. and Sowers, Janet M., 2004<br />
Geologic Map of the Napa 7.5’ Quadrangle, Napa County, California: A digital database, California Geological Survey,<br />
Version 1.0 dated 2004<br />
KC ENGINEERING COMPANY<br />
865 Cotting Lane, Suite A<br />
Vacaville, CA 95688<br />
(707) 447-4025<br />
Project No. VV3200<br />
South River Place, Phase 1 (Cinemark)<br />
Gasser Drive and Hartle Court<br />
Napa, California<br />
FIGURE NO. 3 – GEOLOGIC MAP
LOG OF TEST BORING<br />
BORING NO.: 1<br />
PROJECT: South River Place, Phase 1<br />
PROJECT NO.: VV3200<br />
CLIENT: The Gasser Foundation DATE: 17 November 2010<br />
LOCATION: Gasser Dr and Hartle Ct, Napa ELEVATION: 26.0<br />
DRILLER: Ram Geotechnical Drilling<br />
LOGGED BY: JSP<br />
DRILL RIG: Mobile B-24<br />
BORING DIAMETER: 4 inch<br />
DEPTH TO WATER: INITIAL : 32 ft. FINAL : AFTER: hrs.<br />
ELEVATION (Feet)<br />
DEPTH (Feet)<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
25<br />
0<br />
Brown sandy CLAY with gravel; damp (STOCKPILE)<br />
CL<br />
5<br />
20<br />
10<br />
15<br />
Grey Brown fine sandy lean CLAY; moist, stiff (FILL)<br />
CL<br />
15<br />
10<br />
1-1a<br />
----concrete fragment in fill<br />
20<br />
1-1b<br />
----with minor organics<br />
13<br />
77.7<br />
41.1<br />
UCC=1077 psf<br />
5<br />
----grades very moist<br />
Grey CLAY; minor organics; damp, very stiff (NATIVE)<br />
CH<br />
25<br />
1-2<br />
23<br />
86.6<br />
33.8<br />
0<br />
This information pertains only to this boring and is not necessarily indicitive of the whole site.<br />
KC ENGINEERING CO. Figure 5
LOG OF TEST BORING<br />
BORING NO.: 1<br />
PROJECT: South River Place, Phase 1<br />
PROJECT NO.: VV3200<br />
CLIENT: The Gasser Foundation DATE: 17 November 2010<br />
LOCATION: Gasser Dr and Hartle Ct, Napa ELEVATION: 26.0<br />
DRILLER: Ram Geotechnical Drilling<br />
LOGGED BY: JSP<br />
DRILL RIG: Mobile B-24<br />
BORING DIAMETER: 4 inch<br />
DEPTH TO WATER: INITIAL : 32 ft. FINAL : AFTER: hrs.<br />
ELEVATION (Feet)<br />
DEPTH (Feet)<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
Mottled Grey and Red Brown CLAY; damp, very stiff<br />
CL<br />
30<br />
1-3<br />
18<br />
85.2<br />
35.5<br />
-5<br />
----Grades with fine sand<br />
35<br />
1-4<br />
----6 inch lens of gravel and sand<br />
30<br />
-<br />
-<br />
-10<br />
40<br />
1-5<br />
Mottled Grey with Red sandy CLAY with gravel; wet, stiff<br />
CL<br />
9<br />
-<br />
-<br />
%Gravel=3.0<br />
%Sand=39.2<br />
%
LOG OF TEST BORING<br />
BORING NO.: 2<br />
PROJECT: South River Place, Phase 1<br />
PROJECT NO.: VV3200<br />
CLIENT: The Gasser Foundation DATE: 17 November 2010<br />
LOCATION: Gasser Dr and Hartle Ct, Napa ELEVATION: 28.3<br />
DRILLER: Ram Geotechnical Drilling<br />
LOGGED BY: JSP<br />
DRILL RIG: Mobile B-24<br />
BORING DIAMETER: 4 inch<br />
DEPTH TO WATER: INITIAL : 22.5 ft. FINAL : AFTER: hrs.<br />
ELEVATION (Feet)<br />
DEPTH (Feet)<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
0<br />
Red Brown sandy CLAY with gravel; damp (STOCKPILE)<br />
CL<br />
25<br />
5<br />
20<br />
10<br />
15<br />
15<br />
2-1<br />
Red Brown clayey SAND; slightly damp,<br />
dense(STOCKPILE)<br />
SC<br />
42<br />
110.9<br />
9.5<br />
Red Brown clayey fine SAND; dry, medium dense (FILL)<br />
SC<br />
10<br />
20<br />
2-2<br />
Dark Grey sandy SILT with organics; wet, firm (FILL)<br />
ML<br />
16<br />
102.1<br />
14.8<br />
LL=28%, PI=4<br />
5<br />
25<br />
2-3a<br />
2-3b<br />
Dark Grey CLAY; wet, firm (NATIVE)<br />
CH<br />
5<br />
-<br />
68.8<br />
-<br />
47.0<br />
%Sand=49.1<br />
%
LOG OF TEST BORING<br />
BORING NO.: 2<br />
PROJECT: South River Place, Phase 1<br />
PROJECT NO.: VV3200<br />
CLIENT: The Gasser Foundation DATE: 17 November 2010<br />
LOCATION: Gasser Dr and Hartle Ct, Napa ELEVATION: 28.3<br />
DRILLER: Ram Geotechnical Drilling<br />
LOGGED BY: JSP<br />
DRILL RIG: Mobile B-24<br />
BORING DIAMETER: 4 inch<br />
DEPTH TO WATER: INITIAL : 22.5 ft. FINAL : AFTER: hrs.<br />
ELEVATION (Feet)<br />
DEPTH (Feet)<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
0<br />
30<br />
2-4<br />
CH<br />
27<br />
93.5<br />
30.2<br />
-5<br />
2-5<br />
Dark Red Brown and Grey sandy CLAY; wet, stiff<br />
CL<br />
11<br />
-<br />
-<br />
%
LOG OF TEST BORING<br />
BORING NO.: 3<br />
PROJECT: South River Place, Phase 1<br />
PROJECT NO.: VV3200<br />
CLIENT: The Gasser Foundation DATE: 17 November 2010<br />
LOCATION: Gasser Dr and Hartle Ct, Napa ELEVATION: 18.5<br />
DRILLER: Ram Geotechnical Drilling<br />
LOGGED BY: JSP<br />
DRILL RIG: Mobile B-24<br />
BORING DIAMETER: 4 inch<br />
DEPTH TO WATER: INITIAL : 10.0 ft. FINAL : AFTER: hrs.<br />
ELEVATION (Feet)<br />
DEPTH (Feet)<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
0<br />
Red Brown sandy CLAY with gravel; slightly damp, very<br />
stiff (STOCKPILE)<br />
CL<br />
15<br />
5<br />
3-1<br />
Dark Grey clayey SAND; damp, loose (FILL)<br />
SC<br />
50+<br />
119.8<br />
10.7<br />
10<br />
10<br />
3-2<br />
8<br />
108.3<br />
14.8<br />
5<br />
15<br />
3-3a<br />
3-3b<br />
Grey CLAY with sand; wet, firm (NATIVE)<br />
CH<br />
5<br />
-<br />
72.8<br />
-<br />
46.0<br />
LL=32%<br />
PI=11<br />
%Sand=73.0<br />
%
LOG OF TEST BORING<br />
BORING NO.: 3<br />
PROJECT: South River Place, Phase 1<br />
PROJECT NO.: VV3200<br />
CLIENT: The Gasser Foundation DATE: 17 November 2010<br />
LOCATION: Gasser Dr and Hartle Ct, Napa ELEVATION: 18.5<br />
DRILLER: Ram Geotechnical Drilling<br />
LOGGED BY: JSP<br />
DRILL RIG: Mobile B-24<br />
BORING DIAMETER: 4 inch<br />
DEPTH TO WATER: INITIAL : 10.0 ft. FINAL : AFTER: hrs.<br />
ELEVATION (Feet)<br />
DEPTH (Feet)<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
-10<br />
3-6<br />
SC<br />
6<br />
-<br />
-<br />
%
LOG OF TEST BORING<br />
BORING NO.: 4<br />
PROJECT: South River Place, Phase 1<br />
PROJECT NO.: VV3200<br />
CLIENT: The Gasser Foundation DATE: 17 November 2010<br />
LOCATION: Gasser Dr and Hartle Ct, Napa ELEVATION: 15.0<br />
DRILLER: Ram Geotechnical Drilling<br />
LOGGED BY: JSP<br />
DRILL RIG: Mobile B-24<br />
BORING DIAMETER: 4 inch<br />
DEPTH TO WATER: INITIAL : 13.0 ft. FINAL : AFTER: hrs.<br />
ELEVATION (Feet)<br />
DEPTH (Feet)<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
15<br />
0<br />
Red Brown sandy CLAY; damp, very stiff (FILL)<br />
CL<br />
4-1<br />
21<br />
93.2<br />
27.1<br />
LL=40%<br />
PI=19<br />
10<br />
5<br />
Red Brown clayey SAND; damp, loose (FILL)<br />
SC<br />
4-2<br />
3<br />
-<br />
-<br />
5<br />
10<br />
Dark Grey CLAY; moist to wet, stiff (NATIVE)<br />
CH<br />
4-3<br />
12<br />
-<br />
-<br />
0<br />
15<br />
4-4<br />
Mottled Dark Red and Grey CLAY; wet, stiff<br />
CL-<br />
CH<br />
9<br />
-<br />
-<br />
-5<br />
20<br />
4-5<br />
Red Brown and Grey sandy CLAY; wet, firm<br />
CL<br />
6<br />
-<br />
-<br />
%
LOG OF TEST BORING<br />
BORING NO.: 4<br />
PROJECT: South River Place, Phase 1<br />
PROJECT NO.: VV3200<br />
CLIENT: The Gasser Foundation DATE: 17 November 2010<br />
LOCATION: Gasser Dr and Hartle Ct, Napa ELEVATION: 15.0<br />
DRILLER: Ram Geotechnical Drilling<br />
LOGGED BY: JSP<br />
DRILL RIG: Mobile B-24<br />
BORING DIAMETER: 4 inch<br />
DEPTH TO WATER: INITIAL : 13.0 ft. FINAL : AFTER: hrs.<br />
ELEVATION (Feet)<br />
DEPTH (Feet)<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
-15<br />
30<br />
4-6<br />
12<br />
-<br />
-<br />
-20<br />
35<br />
Red Brown clayey GRAVEL; wet, very dense<br />
GC<br />
4-7<br />
63<br />
-<br />
-<br />
-25<br />
40<br />
Boring terminated at 40 feet<br />
-30<br />
45<br />
-35<br />
50<br />
-40<br />
55<br />
This information pertains only to this boring and is not necessarily indicitive of the whole site.<br />
KC ENGINEERING CO. Figure 8
LOG OF TEST BORING<br />
BORING NO.: 5<br />
PROJECT: South River Place, Phase 1<br />
PROJECT NO.: VV3200<br />
CLIENT: The Gasser Foundation DATE: 18 November 2010<br />
LOCATION: Gasser Dr and Hartle Ct, Napa ELEVATION: 13.0<br />
DRILLER: Ram Geotechnical Drilling<br />
LOGGED BY: JSP<br />
DRILL RIG: Mobile B-24<br />
BORING DIAMETER: 4 inch<br />
DEPTH TO WATER: INITIAL : 17.5 ft. FINAL : AFTER: hrs.<br />
ELEVATION (Feet)<br />
DEPTH (Feet)<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
0<br />
Dark Brown sandy CLAY with gravel; moist, firm (FILL)<br />
CL<br />
Bag A, 1-3'<br />
Sulfates=124.0ppm<br />
10<br />
5-1<br />
Red Brown clayey SAND with gravel; damp, loose (FILL)<br />
SC<br />
8<br />
89.0<br />
27.6<br />
5<br />
Red Brown sandy CLAY; moist, firm (FILL)<br />
CL<br />
5<br />
5-2a<br />
5-2b<br />
Grey sandy lean CLAY; moist, firm (FILL)<br />
CL<br />
5<br />
-<br />
87.7<br />
-<br />
33.2<br />
UCC=626 psf<br />
10<br />
Mottled Grey with Red Brown CLAY; damp, very stiff<br />
(NATIVE)<br />
CH<br />
0<br />
5-3<br />
23<br />
84.1<br />
36.0<br />
15<br />
----Grades with gravel<br />
-5<br />
5-4a<br />
5-4b<br />
Grey clayey GRAVEL with sand; wet, dense<br />
GC<br />
40<br />
-<br />
-<br />
-<br />
-<br />
20<br />
-10<br />
5-5<br />
37<br />
-<br />
-<br />
25<br />
Grey sandy GRAVEL with clay; wet, medium dense<br />
GP<br />
This information pertains only to this boring and is not necessarily indicitive of the whole site.<br />
KC ENGINEERING CO. Figure 9
LOG OF TEST BORING<br />
BORING NO.: 5<br />
PROJECT: South River Place, Phase 1<br />
PROJECT NO.: VV3200<br />
CLIENT: The Gasser Foundation DATE: 18 November 2010<br />
LOCATION: Gasser Dr and Hartle Ct, Napa ELEVATION: 13.0<br />
DRILLER: Ram Geotechnical Drilling<br />
LOGGED BY: JSP<br />
DRILL RIG: Mobile B-24<br />
BORING DIAMETER: 4 inch<br />
DEPTH TO WATER: INITIAL : 17.5 ft. FINAL : AFTER: hrs.<br />
ELEVATION (Feet)<br />
DEPTH (Feet)<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
-15<br />
30<br />
5-6<br />
29 - -<br />
-20<br />
35<br />
-25<br />
Boring terminated at 38 feet<br />
40<br />
-30<br />
45<br />
-35<br />
50<br />
-40<br />
55<br />
This information pertains only to this boring and is not necessarily indicitive of the whole site.<br />
KC ENGINEERING CO. Figure 9
LOG OF TEST BORING<br />
BORING NO.: 6<br />
PROJECT: South River Place, Phase 1<br />
PROJECT NO.: VV3200<br />
CLIENT: The Gasser Foundation DATE: 18 November 2010<br />
LOCATION: Gasser Dr and Hartle Ct, Napa ELEVATION: 8.9<br />
DRILLER: Ram Geotechnical Drilling<br />
LOGGED BY: JSP<br />
DRILL RIG: Mobile B-24<br />
BORING DIAMETER: 4 inch<br />
DEPTH TO WATER: INITIAL : 14.0 ft. FINAL : AFTER: hrs.<br />
ELEVATION (Feet)<br />
DEPTH (Feet)<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
0<br />
Dark Brown CLAY with sand; damp, stiff (FILL)<br />
CL-<br />
CH<br />
Bag B, 1-3'<br />
Sulfates=32.3ppm<br />
5<br />
5<br />
6-1<br />
Red with Grey sandy CLAY; slightly damp, very stiff<br />
(FILL)<br />
CH<br />
18<br />
84.8<br />
25.8<br />
LL=53%<br />
PI=27<br />
UCC=5,850 psf<br />
0<br />
6-2<br />
Mottled Grey with Red CLAY; damp, very stiff (NATIVE)<br />
CH<br />
16<br />
-<br />
-<br />
10<br />
-5<br />
6-3<br />
22<br />
83.9<br />
34.1<br />
15<br />
----Grades with trace fine sand<br />
-10<br />
6-4<br />
18<br />
90.3<br />
31.3<br />
20<br />
Mottled Grey with Red clayey SAND with some gravel;<br />
wet, medium dense<br />
SC<br />
-15<br />
6-5<br />
11<br />
95.2<br />
27.3<br />
%
LOG OF TEST BORING<br />
BORING NO.: 6<br />
PROJECT: South River Place, Phase 1<br />
PROJECT NO.: VV3200<br />
CLIENT: The Gasser Foundation DATE: 18 November 2010<br />
LOCATION: Gasser Dr and Hartle Ct, Napa ELEVATION: 8.9<br />
DRILLER: Ram Geotechnical Drilling<br />
LOGGED BY: JSP<br />
DRILL RIG: Mobile B-24<br />
BORING DIAMETER: 4 inch<br />
DEPTH TO WATER: INITIAL : 14.0 ft. FINAL : AFTER: hrs.<br />
ELEVATION (Feet)<br />
DEPTH (Feet)<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
-20<br />
30<br />
6-6<br />
15<br />
-<br />
-<br />
-25<br />
Grey clayey GRAVEL; wet, dense<br />
GC<br />
35<br />
-30<br />
6-7<br />
Red Brown sandy CLAY; wet, stiff<br />
CL<br />
15<br />
-<br />
-<br />
40<br />
Grey sandy GRAVEL with clay; wet, very dense<br />
GP<br />
-35<br />
45<br />
-40<br />
Boring terminated at 48 feet<br />
50<br />
-45<br />
55<br />
This information pertains only to this boring and is not necessarily indicitive of the whole site.<br />
KC ENGINEERING CO. Figure 10
LOG OF TEST BORING<br />
BORING NO.: 7<br />
PROJECT: South River Place, Phase 1<br />
PROJECT NO.: VV3200<br />
CLIENT: The Gasser Foundation DATE: 18 November 2010<br />
LOCATION: Gasser Dr and Hartle Ct, Napa ELEVATION: 9.0<br />
DRILLER: Ram Geotechnical Drilling<br />
LOGGED BY: JSP<br />
DRILL RIG: Mobile B-24<br />
BORING DIAMETER: 4 inch<br />
DEPTH TO WATER: INITIAL : 11.0 ft. FINAL : AFTER: hrs.<br />
ELEVATION (Feet)<br />
DEPTH (Feet)<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
0<br />
Mottled Red and Grey sandy lean CLAY; damp, stiff<br />
(FILL)<br />
CL<br />
5<br />
7-1<br />
8<br />
76.5<br />
35.7<br />
φ=45°<br />
c=0<br />
5<br />
Dark Grey with Red mottling CLAY; damp, very stiff<br />
(NATIVE)<br />
CH<br />
0<br />
7-2<br />
18<br />
84.3<br />
37.1<br />
10<br />
----As above, wet<br />
-5<br />
7-3<br />
16<br />
79.0<br />
39.5<br />
15<br />
Dark Grey sandy CLAY; wet, stiff to very stiff<br />
CL<br />
-10<br />
7-4<br />
15<br />
84.8<br />
35.7<br />
20<br />
-15<br />
7-5<br />
11<br />
-<br />
-<br />
%
LOG OF TEST BORING<br />
BORING NO.: 7<br />
PROJECT: South River Place, Phase 1<br />
PROJECT NO.: VV3200<br />
CLIENT: The Gasser Foundation DATE: 18 November 2010<br />
LOCATION: Gasser Dr and Hartle Ct, Napa ELEVATION: 9.0<br />
DRILLER: Ram Geotechnical Drilling<br />
LOGGED BY: JSP<br />
DRILL RIG: Mobile B-24<br />
BORING DIAMETER: 4 inch<br />
DEPTH TO WATER: INITIAL : 11.0 ft. FINAL : AFTER: hrs.<br />
ELEVATION (Feet)<br />
DEPTH (Feet)<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
-20<br />
Boring terminated at 28.5 feet<br />
30<br />
-25<br />
35<br />
-30<br />
40<br />
-35<br />
45<br />
-40<br />
50<br />
-45<br />
55<br />
This information pertains only to this boring and is not necessarily indicitive of the whole site.<br />
KC ENGINEERING CO. Figure 11
UNIFIED SOIL CLASSIFICATION SYSTEM<br />
MAJOR DIVISIONS SYMBOLS TYPICAL NAMES<br />
GW<br />
COARSE GRAINED SOILS<br />
More than half of material is larger than<br />
No. 200 Sieve<br />
FINE GRAINED SOILS<br />
More than half of material is<br />
smaller than No. 200 Sieve<br />
GRAVELS<br />
More than half<br />
of coarse<br />
fraction is<br />
larger than<br />
No. 4 sieve<br />
SANDS<br />
More than half<br />
of coarse<br />
fraction is<br />
smaller than<br />
No. 4 sieve<br />
Clean gravels<br />
(12% fines)<br />
Clean sands<br />
(12% fines)<br />
SILTS AND CLAYS<br />
Liquid Limit is less than 50%<br />
SILTS AND CLAYS<br />
Liquid Limit is more than 50%<br />
HIGHLY ORGANIC SOILS<br />
GP<br />
GM<br />
GC<br />
SW<br />
SP<br />
SM<br />
SC<br />
ML<br />
CL<br />
OL<br />
MH<br />
CH<br />
OH<br />
Pt<br />
Well graded gravels, gravel-sand mixtures, little<br />
or no fines (Cu>4 & 130<br />
1 – Number of blows of 140 pound hammer falling 30 inches to drive a 2-inch O.D. split spoon sampler (ASTM D1586)<br />
2 – Unconfined compressive strength in lb/ft 2 as determined by lab testing or approximated by the standard penetration test (ASTM D1586) or pocket penetrometer.<br />
WEATHERING (Bedrock)<br />
Fresh<br />
Slightly<br />
weathered<br />
Moderately<br />
weathered<br />
Highly<br />
weathered<br />
Completely<br />
weathered<br />
No visible sign of decomposition or discoloration; rings under<br />
hammer impact<br />
Slight discoloration inwards from open fractures; little or no<br />
effect on normal cementation; otherwise similar to Fresh<br />
Discoloration throughout; weaker minerals decomposed;<br />
strength somewhat less than fresh rock but cores can not be<br />
broken by hand or scraped with knife; texture preserved;<br />
cementation little to not affected; fractures may contain filling<br />
Most minerals somewhat decomposed; specimens can be<br />
broken by hand with effort or shaved with knife; texture<br />
becoming indistinct but fabric preserved; faint fractures<br />
Minerals decomposed to soil but fabric and structure<br />
preserved; specimens can be easily crumbled or penetrated<br />
STRENGTH (Bedrock)<br />
Plastic<br />
Very low strength<br />
Friable<br />
Crumbles easily by rubbing with fingers<br />
Weak<br />
An unfractured specimen will crumble under light<br />
hammer blows<br />
Moderately strong Specimen will withstand a few heavy hammer blows<br />
before breaking<br />
Strong<br />
Specimen will withstand a few heavy ringing blows and<br />
will yield with difficulty only dust and small flying<br />
fragments<br />
Very strong Specimen will resist heavy ringing hammer blows and<br />
will yield with difficulty only dust and small flying<br />
fragments<br />
BEDDING (Bedrock) SPACING (inches) FRACTURING (Bedrock) SPACING (inches)<br />
Very thickly bedded > 48 Very little fractured > 48<br />
Thickly bedded 24 to 48 Occasionally fractured 12 to 48<br />
Thin bedded 2.5 to 24 Moderately fractured 6 to 12<br />
Very thin bedded 5/8 to 2.5 Closely fractured 1 to 6<br />
Laminated 1/8 to 5/8 Intensely fractrured 5/8 to 1<br />
Thinly laminated
Client: Gasser Foundation Client No.: V3200-001<br />
433 Soscol Avenue, Suite A120 Report No.: 0300-001<br />
Napa, CA 94559 Date: 12/14/10<br />
Project: South River Place Phase I Submitted by: KC Engineering<br />
Napa, California<br />
Date<br />
11/29/10<br />
Submitted:<br />
________________________________________________________________<br />
Density of In Place Soil by the Drive Tube Method (ASTM D2937) and<br />
Liquid Limit, Plastic Limit & Plasticity Index of Soils (ASTM D4318)<br />
Sample<br />
#<br />
Description<br />
Dry<br />
Density<br />
p.c.f.<br />
Moisture<br />
Content<br />
%<br />
Liquid<br />
Limit<br />
Plastic<br />
Limit<br />
Plastic<br />
Index<br />
1-1b @ 19.0’ Gray Sandy Clay (Visual) 77.7 41.1 --- --- ---<br />
1-2 @ 24.0’ Dark Brown Clay (Visual) 86.6 33.8 --- --- ---<br />
1-3 @ 29.0’ Dark Brown Clay (Visual) 85.2 35.5 --- --- ---<br />
2-1 @ 14.0’ Brown Clayey Sand (Visual) 110.9 9.5 --- --- ---<br />
2-2 @ 19.0’ Brown Clayey Sand (Visual) 102.1 14.8 --- --- ---<br />
2-3a @ 23.0’ Dark Gray Sandy Silt --- --- 28 24 4<br />
2-3b @ 24.0’ Dark Gray Clay (Visual) 68.8 47.0 --- --- ---<br />
2-4 @ 29.0’ Brown Clay (Visual) 93.5 30.2 --- --- ---<br />
3-1 @ 3.5’ Brown Sandy Clay with Trace 119.8 10.7 --- --- ---<br />
Gravel (Visual)<br />
3-2 @ 9.0’ Dark Gray Clayey Sand 108.3 14.8 --- --- ---<br />
(Visual)<br />
3-3a @ 13.0’ Dark Gray Clayey Sand --- --- 32 21 11<br />
3-3b @ 14.0’ Gray Sandy Clay (Visual) 72.8 46.0 --- --- ---<br />
3-4 @ 19.0’ Brown Clay (Visual) 93.0 29.9 --- --- ---<br />
3-5 @ 24.0’ Brown Sandy Clay (Visual) 78.1 35.0 --- --- ---<br />
4-1 @ 3.0’ Brown Sandy Clay (Visual) 93.2 27.1 40 21 19<br />
5-1 @ 3.0’ Brown Clayey Sand (Visual) 89.0 27.6 --- --- ---<br />
5-2b @ 8.0’ Brown Sandy Clay (Visual) 87.7 33.2 --- --- ---<br />
5-3 @ 13.0’ Brown Sandy Clay (Visual) 84.1 36.0 --- --- ---<br />
6-1 @ 3.0’ Brown Sandy Clay (Visual) 84.8 25.8 53 26 27<br />
6-3 @ 13.0’ Brown Sandy Clay (Visual) 83.9 34.1 --- --- ---<br />
6-4 @ 18.0’ Brown Clay (Visual) 90.3 31.3 --- --- ---<br />
6-5 @ 23.0’ Brown Clayey Sand (Visual) 95.2 27.3 --- --- ---<br />
Construction Materials Testing and Quality Control Services<br />
Soil - Concrete - Asphalt - Steel - Masonry
Sample<br />
#<br />
Description<br />
Dry<br />
Density<br />
p.c.f.<br />
Moisture<br />
Content<br />
%<br />
Liquid<br />
Limit<br />
Plastic<br />
Limit<br />
Plastic<br />
Index<br />
7-1 @ 3.0’ Brown Sandy Clay (Visual) 76.5 35.7 --- --- ---<br />
7-2 @ 8.0’ Dark Brown Silty Clay 84.5 37.1 --- --- ---<br />
(Visual)<br />
7-3 @ 13.0’ Dark Brown Sandy Clay 79.0 39.5 --- --- ---<br />
(Visual)<br />
7-4 @ 18.0’ Dark Brown Sandy Clay<br />
(Visual)<br />
84.8 35.7 --- --- ---
120<br />
110<br />
100<br />
90<br />
80<br />
70<br />
60<br />
50<br />
40<br />
30<br />
20<br />
10<br />
0<br />
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150<br />
KEY SYMBOL<br />
SAMPLE<br />
NUMBER<br />
Depth<br />
NATURAL<br />
MOISTURE<br />
CONTENT, %<br />
PLASTIC<br />
LIMIT, PL, %<br />
LIQUID LIMIT,<br />
LL, %<br />
PLASTICITY<br />
INDEX, PI, %<br />
UNIFIED SOIL<br />
CLASSIFICATION SYMBOL<br />
2-3a 23 feet --- 24 28 4 ML<br />
3-3a 13 feet --- 21 32 11 SC<br />
4-1 3 feet 27.1 21 40 19 CL<br />
6-1 3 feet 34.1 26 53 27 CH<br />
KC ENGINEERING COMPANY<br />
865 Cotting Lane, Suite A<br />
Vacaville, CA 95688<br />
(707) 447-4025<br />
Project No. VV3200<br />
South River Place, Phase 1 (Cinemark)<br />
Gasser Drive and Hartle Court<br />
Napa, California<br />
PLASTICITY CHART AND DATA
Particle Size Distribution Report<br />
100<br />
6 in.<br />
3 in.<br />
2 in.<br />
1½ in.<br />
1 in.<br />
¾ in.<br />
½ in.<br />
3/8 in.<br />
#4<br />
#10<br />
#20<br />
#30<br />
#40<br />
#60<br />
#100<br />
#140<br />
#200<br />
90<br />
80<br />
70<br />
PERCENT FINER<br />
60<br />
50<br />
40<br />
30<br />
20<br />
10<br />
0<br />
% +3"<br />
100<br />
10<br />
1<br />
GRAIN SIZE - mm.<br />
% Gravel<br />
% Sand<br />
Coarse Fine Coarse Medium<br />
Fine<br />
0.1<br />
Silt<br />
0.01<br />
% Fines<br />
0.0 0.0 3.0 6.3 10.9 22.0 57.8<br />
Clay<br />
0.001<br />
SIEVE PERCENT SPEC.* PASS?<br />
SIZE FINER PERCENT (X=NO)<br />
3/8<br />
#4<br />
#8<br />
#16<br />
#30<br />
#50<br />
#100<br />
#200<br />
100.0<br />
97.0<br />
92.0<br />
87.0<br />
83.0<br />
76.0<br />
68.0<br />
57.8<br />
Material Description<br />
Brown Sandy Clay (Visual)<br />
Atterberg Limits<br />
PL= --- LL= --- PI= ---<br />
Coefficients<br />
D 90 = 1.8242 D 85 = 0.8183 D 60 = 0.0864<br />
D 50 = D 30 = D 15 =<br />
D 10 = C u = C c =<br />
USCS=<br />
Classification<br />
CL AASHTO= ---<br />
Remarks<br />
*<br />
(no specification provided)<br />
Location: South River Place Phase I<br />
Sample Number: 1-5 Depth: 38.0' Date:<br />
12/10/10<br />
Client: Gasser Foundation<br />
Project: South River Place Phase I<br />
Napa, California<br />
Project No: VV3200-001<br />
Figure<br />
0400-002
Particle Size Distribution Report<br />
100<br />
6 in.<br />
3 in.<br />
2 in.<br />
1½ in.<br />
1 in.<br />
¾ in.<br />
½ in.<br />
3/8 in.<br />
#4<br />
#10<br />
#20<br />
#30<br />
#40<br />
#60<br />
#100<br />
#140<br />
#200<br />
90<br />
80<br />
70<br />
PERCENT FINER<br />
60<br />
50<br />
40<br />
30<br />
20<br />
10<br />
0<br />
% +3"<br />
100<br />
10<br />
1<br />
GRAIN SIZE - mm.<br />
% Gravel<br />
% Sand<br />
Coarse Fine Coarse Medium<br />
Fine<br />
0.1<br />
Silt<br />
0.01<br />
% Fines<br />
0.0 0.0 0.0 0.0 0.9 48.2 50.9<br />
Clay<br />
0.001<br />
SIEVE PERCENT SPEC.* PASS?<br />
SIZE FINER PERCENT (X=NO)<br />
#4<br />
#8<br />
#16<br />
#30<br />
#50<br />
#100<br />
#200<br />
100.0<br />
100.0<br />
100.0<br />
100.0<br />
97.0<br />
84.0<br />
50.9<br />
Material Description<br />
Dark Gray Sandy Silt<br />
Atterberg Limits<br />
PL= 24 LL= 28 PI= 4<br />
Coefficients<br />
D 90 = 0.1854 D 85 = 0.1546 D 60 = 0.0887<br />
D 50 = D 30 = D 15 =<br />
D 10 = C u = C c =<br />
USCS=<br />
ML<br />
Classification<br />
AASHTO=<br />
Remarks<br />
A-4(0)<br />
*<br />
(no specification provided)<br />
Location: South River Place Phase I<br />
Sample Number: 2-3a Depth: 23.0' Date:<br />
12/10/10<br />
Client: Gasser Foundation<br />
Project: South River Place Phase I<br />
Napa, California<br />
Project No: VV3200-001<br />
Figure<br />
0400-003
Particle Size Distribution Report<br />
100<br />
6 in.<br />
3 in.<br />
2 in.<br />
1½ in.<br />
1 in.<br />
¾ in.<br />
½ in.<br />
3/8 in.<br />
#4<br />
#10<br />
#20<br />
#30<br />
#40<br />
#60<br />
#100<br />
#140<br />
#200<br />
90<br />
80<br />
70<br />
PERCENT FINER<br />
60<br />
50<br />
40<br />
30<br />
20<br />
10<br />
0<br />
100<br />
10<br />
1<br />
0.1<br />
0.01<br />
0.001<br />
% +3"<br />
GRAIN SIZE - mm.<br />
% Gravel<br />
% Sand<br />
Coarse Fine Coarse Medium<br />
Fine<br />
Silt<br />
% Fines<br />
87.9<br />
Clay<br />
SIEVE PERCENT SPEC.* PASS?<br />
SIZE FINER PERCENT (X=NO)<br />
#200 87.9<br />
Material Description<br />
Dark Brown Sandy Clay (Visual)<br />
Atterberg Limits<br />
PL= --- LL= --- PI= ---<br />
Coefficients<br />
D 90 = D 85 = D 60 =<br />
D 50 = D 30 = D 15 =<br />
D 10 = C u = C c =<br />
USCS=<br />
Classification<br />
CH AASHTO= ---<br />
Remarks<br />
*<br />
(no specification provided)<br />
Location: South River Place Phase I<br />
Sample Number: 2-5 Depth: 33.0' Date:<br />
12/10/10<br />
Client: Gasser Foundation<br />
Project: South River Place Phase I<br />
Napa, California<br />
Project No: VV3200-001<br />
Figure<br />
0300-004
Particle Size Distribution Report<br />
100<br />
6 in.<br />
3 in.<br />
2 in.<br />
1½ in.<br />
1 in.<br />
¾ in.<br />
½ in.<br />
3/8 in.<br />
#4<br />
#10<br />
#20<br />
#30<br />
#40<br />
#60<br />
#100<br />
#140<br />
#200<br />
90<br />
80<br />
70<br />
PERCENT FINER<br />
60<br />
50<br />
40<br />
30<br />
20<br />
10<br />
0<br />
100<br />
10<br />
1<br />
0.1<br />
0.01<br />
0.001<br />
% +3"<br />
GRAIN SIZE - mm.<br />
% Gravel<br />
% Sand<br />
Coarse Fine Coarse Medium<br />
Fine<br />
Silt<br />
% Fines<br />
62.3<br />
Clay<br />
SIEVE PERCENT SPEC.* PASS?<br />
SIZE FINER PERCENT (X=NO)<br />
#200 62.3<br />
Material Description<br />
Brown Sandy Clay (Visual)<br />
Atterberg Limits<br />
PL= --- LL= --- PI= ---<br />
Coefficients<br />
D 90 = D 85 = D 60 =<br />
D 50 = D 30 = D 15 =<br />
D 10 = C u = C c =<br />
USCS=<br />
Classification<br />
CL AASHTO= ---<br />
Remarks<br />
*<br />
(no specification provided)<br />
Location: South River Place Phase I<br />
Sample Number: 2-6 Depth: 38.0' Date:<br />
12/10/10<br />
Client: Gasser Foundation<br />
Project: South River Place Phase I<br />
Napa, California<br />
Project No: VV3200-001<br />
Figure<br />
0300-005
Particle Size Distribution Report<br />
100<br />
6 in.<br />
3 in.<br />
2 in.<br />
1½ in.<br />
1 in.<br />
¾ in.<br />
½ in.<br />
3/8 in.<br />
#4<br />
#10<br />
#20<br />
#30<br />
#40<br />
#60<br />
#100<br />
#140<br />
#200<br />
90<br />
80<br />
70<br />
PERCENT FINER<br />
60<br />
50<br />
40<br />
30<br />
20<br />
10<br />
0<br />
% +3"<br />
100<br />
10<br />
1<br />
GRAIN SIZE - mm.<br />
% Gravel<br />
% Sand<br />
Coarse Fine Coarse Medium<br />
Fine<br />
0.1<br />
Silt<br />
0.01<br />
% Fines<br />
0.0 0.0 0.0 1.0 6.5 65.5 27.0<br />
Clay<br />
0.001<br />
SIEVE PERCENT SPEC.* PASS?<br />
SIZE FINER PERCENT (X=NO)<br />
1/2<br />
3/8<br />
#4<br />
#8<br />
#16<br />
#30<br />
#50<br />
#100<br />
#200<br />
100.0<br />
100.0<br />
100.0<br />
99.0<br />
99.0<br />
97.0<br />
82.0<br />
46.0<br />
27.0<br />
Material Description<br />
Dark Gray Clayey Sand<br />
Atterberg Limits<br />
PL= 21 LL= 32 PI= 11<br />
Coefficients<br />
50 30 15<br />
D 10 = C u = C c =<br />
D 90 = 0.3807<br />
D = 0.1633<br />
D 85 = 0.3238<br />
D = 0.0875<br />
D 60 = 0.1969<br />
D =<br />
Classification<br />
USCS= SC<br />
AASHTO= A-2-6(0)<br />
Remarks<br />
*<br />
(no specification provided)<br />
Location: South River Place Phase I<br />
Sample Number: 3-3a Depth: 13.0' Date:<br />
12/10/10<br />
Client: Gasser Foundation<br />
Project: South River Place Phase I<br />
Napa, California<br />
Project No: VV3200-001<br />
Figure<br />
0400-006
Particle Size Distribution Report<br />
100<br />
6 in.<br />
3 in.<br />
2 in.<br />
1½ in.<br />
1 in.<br />
¾ in.<br />
½ in.<br />
3/8 in.<br />
#4<br />
#10<br />
#20<br />
#30<br />
#40<br />
#60<br />
#100<br />
#140<br />
#200<br />
90<br />
80<br />
70<br />
PERCENT FINER<br />
60<br />
50<br />
40<br />
30<br />
20<br />
10<br />
0<br />
100<br />
10<br />
1<br />
0.1<br />
0.01<br />
0.001<br />
% +3"<br />
GRAIN SIZE - mm.<br />
% Gravel<br />
% Sand<br />
Coarse Fine Coarse Medium<br />
Fine<br />
Silt<br />
% Fines<br />
54.3<br />
Clay<br />
SIEVE PERCENT SPEC.* PASS?<br />
SIZE FINER PERCENT (X=NO)<br />
#200 54.3<br />
Material Description<br />
Gray Sandy Clay (Visual)<br />
Atterberg Limits<br />
PL= --- LL= --- PI= ---<br />
Coefficients<br />
D 90 = D 85 = D 60 =<br />
D 50 = D 30 = D 15 =<br />
D 10 = C u = C c =<br />
USCS=<br />
Classification<br />
CH AASHTO= ---<br />
Remarks<br />
*<br />
(no specification provided)<br />
Location: South River Place Phase I<br />
Sample Number: 3-3b Depth: 14.0' Date:<br />
12/10/10<br />
Client: Gasser Foundation<br />
Project: South River Place Phase I<br />
Napa, California<br />
Project No: VV3200-001<br />
Figure<br />
0400-007
Particle Size Distribution Report<br />
100<br />
6 in.<br />
3 in.<br />
2 in.<br />
1½ in.<br />
1 in.<br />
¾ in.<br />
½ in.<br />
3/8 in.<br />
#4<br />
#10<br />
#20<br />
#30<br />
#40<br />
#60<br />
#100<br />
#140<br />
#200<br />
90<br />
80<br />
70<br />
PERCENT FINER<br />
60<br />
50<br />
40<br />
30<br />
20<br />
10<br />
0<br />
100<br />
10<br />
1<br />
0.1<br />
0.01<br />
0.001<br />
% +3"<br />
GRAIN SIZE - mm.<br />
% Gravel<br />
% Sand<br />
Coarse Fine Coarse Medium<br />
Fine<br />
Silt<br />
% Fines<br />
49.0<br />
Clay<br />
SIEVE PERCENT SPEC.* PASS?<br />
SIZE FINER PERCENT (X=NO)<br />
#200 49.0<br />
Material Description<br />
Brown Clayey Sand (Visual)<br />
Atterberg Limits<br />
PL= --- LL= --- PI= ---<br />
Coefficients<br />
D 90 = D 85 = D 60 =<br />
D 50 = D 30 = D 15 =<br />
D 10 = C u = C c =<br />
USCS=<br />
Classification<br />
SC AASHTO= ---<br />
Remarks<br />
*<br />
(no specification provided)<br />
Location: South River Place Phase I<br />
Sample Number: 3-6 Depth: 28.0' Date:<br />
12/10/10<br />
Client: Gasser Foundation<br />
Project: South River Place Phase I<br />
Napa, California<br />
Project No: VV3200-001<br />
Figure<br />
0300-008
Particle Size Distribution Report<br />
100<br />
6 in.<br />
3 in.<br />
2 in.<br />
1½ in.<br />
1 in.<br />
¾ in.<br />
½ in.<br />
3/8 in.<br />
#4<br />
#10<br />
#20<br />
#30<br />
#40<br />
#60<br />
#100<br />
#140<br />
#200<br />
90<br />
80<br />
70<br />
PERCENT FINER<br />
60<br />
50<br />
40<br />
30<br />
20<br />
10<br />
0<br />
100<br />
10<br />
1<br />
0.1<br />
0.01<br />
0.001<br />
% +3"<br />
GRAIN SIZE - mm.<br />
% Gravel<br />
% Sand<br />
Coarse Fine Coarse Medium<br />
Fine<br />
Silt<br />
% Fines<br />
85.1<br />
Clay<br />
SIEVE PERCENT SPEC.* PASS?<br />
SIZE FINER PERCENT (X=NO)<br />
#200 85.1<br />
Material Description<br />
Brown Sandy Clay (Visual)<br />
Atterberg Limits<br />
PL= --- LL= --- PI= ---<br />
Coefficients<br />
D 90 = D 85 = D 60 =<br />
D 50 = D 30 = D 15 =<br />
D 10 = C u = C c =<br />
USCS=<br />
Classification<br />
CL AASHTO= ---<br />
Remarks<br />
*<br />
(no specification provided)<br />
Location: South River Place Phase I<br />
Sample Number: 4-5 Depth: 22.0' Date:<br />
12/10/10<br />
Client: Gasser Foundation<br />
Project: South River Place Phase I<br />
Napa, California<br />
Project No: VV3200-001<br />
Figure<br />
0300-009
Particle Size Distribution Report<br />
100<br />
6 in.<br />
3 in.<br />
2 in.<br />
1½ in.<br />
1 in.<br />
¾ in.<br />
½ in.<br />
3/8 in.<br />
#4<br />
#10<br />
#20<br />
#30<br />
#40<br />
#60<br />
#100<br />
#140<br />
#200<br />
90<br />
80<br />
70<br />
PERCENT FINER<br />
60<br />
50<br />
40<br />
30<br />
20<br />
10<br />
0<br />
100<br />
10<br />
1<br />
0.1<br />
0.01<br />
0.001<br />
% +3"<br />
GRAIN SIZE - mm.<br />
% Gravel<br />
% Sand<br />
Coarse Fine Coarse Medium<br />
Fine<br />
Silt<br />
% Fines<br />
36.4<br />
Clay<br />
SIEVE PERCENT SPEC.* PASS?<br />
SIZE FINER PERCENT (X=NO)<br />
#200 36.4<br />
Material Description<br />
Brown Clayey Sand (Visual)<br />
Atterberg Limits<br />
PL= --- LL= --- PI= ---<br />
Coefficients<br />
D 90 = D 85 = D 60 =<br />
D 50 = D 30 = D 15 =<br />
D 10 = C u = C c =<br />
USCS=<br />
Classification<br />
SC AASHTO= ---<br />
Remarks<br />
*<br />
(no specification provided)<br />
Location: South River Place Phase I<br />
Sample Number: 6-5 Depth: 23.0' Date:<br />
12/10/10<br />
Client: Gasser Foundation<br />
Project: South River Place Phase I<br />
Napa, California<br />
Project No: VV3200-001<br />
Figure<br />
0300-010
Particle Size Distribution Report<br />
100<br />
6 in.<br />
3 in.<br />
2 in.<br />
1½ in.<br />
1 in.<br />
¾ in.<br />
½ in.<br />
3/8 in.<br />
#4<br />
#10<br />
#20<br />
#30<br />
#40<br />
#60<br />
#100<br />
#140<br />
#200<br />
90<br />
80<br />
70<br />
PERCENT FINER<br />
60<br />
50<br />
40<br />
30<br />
20<br />
10<br />
0<br />
100<br />
10<br />
1<br />
0.1<br />
0.01<br />
0.001<br />
% +3"<br />
GRAIN SIZE - mm.<br />
% Gravel<br />
% Sand<br />
Coarse Fine Coarse Medium<br />
Fine<br />
Silt<br />
% Fines<br />
75.0<br />
Clay<br />
SIEVE PERCENT SPEC.* PASS?<br />
SIZE FINER PERCENT (X=NO)<br />
#200 75.0<br />
Material Description<br />
Dark Brown Sandy Clay (Visual)<br />
Atterberg Limits<br />
PL= --- LL= --- PI= ---<br />
Coefficients<br />
D 90 = D 85 = D 60 =<br />
D 50 = D 30 = D 15 =<br />
D 10 = C u = C c =<br />
USCS=<br />
Classification<br />
CL AASHTO= ---<br />
Remarks<br />
*<br />
(no specification provided)<br />
Location: South River Place Phase I<br />
Sample Number: 7-5 Depth: 23.0' Date:<br />
12/10/10<br />
Client: Gasser Foundation<br />
Project: South River Place Phase I<br />
Napa, California<br />
Project No: VV3200-001<br />
Figure<br />
0300-011
APPENDIX B<br />
2002 INVESTIGATION APPENDIX<br />
Site Plan<br />
Conceptual Site Plan<br />
Logs of Test Borings<br />
Test Pit Log<br />
Laboratory Test Results
N<br />
KC ENGINEERING COMPANY<br />
865 Cotting Lane, Suite A<br />
Vacaville, CA 95688<br />
Project No. VV954-02<br />
Proposed Commercial Development<br />
Imola Avenue, Napa, California<br />
Figure No. 1 "VICINITY MAP"
LOG OF TEST BORING<br />
BORING NO.: 1<br />
PROJECT: Geotechnical Services/Commercial Dev PROJECT NO.: VV954-02<br />
CLIENT: Gasser Foundation DATE: 5-14-02<br />
LOCATION: Hartle Court-South Area, Gasser Drive ELEVATION: NA<br />
DRILLER: RAM Enterprises<br />
LOGGED BY: PGT<br />
DRILL RIG: B-24 BORING DIAMETER: 4"<br />
DEPTH TO WATER: INITIAL : 11' FINAL : AFTER: hrs.<br />
DEPTH<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
0<br />
Mottled Brown Silty CLAY, dry to slightly moist, firm (FILL)<br />
CL-<br />
CH<br />
Dark Brown Silty CLAY w/Sands, moist, firm (FILL)<br />
5<br />
1-1<br />
7<br />
84.0<br />
32.0<br />
φ=31<br />
c=328psf<br />
10<br />
Grayish Black Silty CLAY, wet and very stiff (NATIVE)<br />
CH<br />
1-2<br />
17<br />
84.2<br />
35.3<br />
15<br />
Mottled Brown and Gray Silty CLAY, wet and stiff<br />
CL-<br />
CH<br />
20<br />
1-3<br />
13<br />
82.5<br />
36.3<br />
25<br />
This information pertains only to this boring and is not necessarily indicitive of the whole site.<br />
KC ENGINEERING CO. Figure 4
LOG OF TEST BORING<br />
BORING NO.: 1<br />
PROJECT: Geotechnical Services/Commercial Dev PROJECT NO.: VV954-02<br />
CLIENT: Gasser Foundation DATE: 5-14-02<br />
LOCATION: Hartle Court-South Area, Gasser Drive ELEVATION: NA<br />
DRILLER: RAM Enterprises<br />
LOGGED BY: PGT<br />
DRILL RIG: B-24 BORING DIAMETER: 4"<br />
DEPTH TO WATER: INITIAL : 11' FINAL : AFTER: hrs.<br />
DEPTH<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
30<br />
1-4<br />
Brown Sandy GRAVEL, w/few fines, wet and very dense<br />
GM<br />
100+ 107.6 14.2 %
LOG OF TEST BORING<br />
BORING NO.: 2<br />
PROJECT: Geotechnical Services/Commercial Dev PROJECT NO.: VV954-02<br />
CLIENT: Gasser Foundation DATE: 5-14-02<br />
LOCATION: Hartle Court-South Area, Gasser Drive ELEVATION: NA<br />
DRILLER: RAM Enterprises<br />
LOGGED BY: PGT<br />
DRILL RIG: B-24 BORING DIAMETER: 4"<br />
DEPTH TO WATER: INITIAL : 11' FINAL : AFTER: hrs.<br />
DEPTH<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
0<br />
Brown Silty CLAY, dry and firm (FILL)<br />
CL-<br />
CH<br />
Mottled Brown and Gray Silty CLAY, firm, moist (FILL)<br />
CL-<br />
CH<br />
5<br />
2-1<br />
Grayish Black Silty CLAY, wet and stiff (NATIVE)<br />
CH<br />
15<br />
81.4<br />
38.9<br />
LL=73%<br />
PI=46<br />
10<br />
2-2<br />
Grayish Black Silty CLAY, wet and stiff<br />
12<br />
75.3<br />
41.7<br />
UCC=3190psf<br />
15<br />
20<br />
2-3<br />
Bluish Gray Silty CLAY, wet and stiff<br />
10<br />
75.2<br />
44.7<br />
Over-Consol<br />
25<br />
This information pertains only to this boring and is not necessarily indicitive of the whole site.<br />
KC ENGINEERING CO. Figure 5
LOG OF TEST BORING<br />
BORING NO.: 2<br />
PROJECT: Geotechnical Services/Commercial Dev PROJECT NO.: VV954-02<br />
CLIENT: Gasser Foundation DATE: 5-14-02<br />
LOCATION: Hartle Court-South Area, Gasser Drive ELEVATION: NA<br />
DRILLER: RAM Enterprises<br />
LOGGED BY: PGT<br />
DRILL RIG: B-24 BORING DIAMETER: 4"<br />
DEPTH TO WATER: INITIAL : 11' FINAL : AFTER: hrs.<br />
DEPTH<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
30<br />
2-4<br />
Brown Sandy GRAVEL w/few fines, wet and very dense<br />
Boring Terminated @ 30.5'<br />
Groundwater Encountered @ 11'<br />
GM<br />
100+ Sample in Liner SPT<br />
35<br />
40<br />
45<br />
50<br />
55<br />
This information pertains only to this boring and is not necessarily indicitive of the whole site.<br />
KC ENGINEERING CO. Figure 5
LOG OF TEST BORING<br />
BORING NO.: 3<br />
PROJECT: Geotechnical Services/Commercial Dev PROJECT NO.: VV954-02<br />
CLIENT: Gasser Foundation DATE: 5-14-02<br />
LOCATION: Hartle Court-South Area, Gasser Drive ELEVATION: NA<br />
DRILLER: RAM Enterprises<br />
LOGGED BY: PGT<br />
DRILL RIG: B-24 BORING DIAMETER: 4"<br />
DEPTH TO WATER: INITIAL : 11' FINAL : AFTER: hrs.<br />
DEPTH<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
0<br />
Mottled Brown Silty CLAY mixed w/some debris, moist and very stiff<br />
(FILL)<br />
CL-<br />
CH<br />
5<br />
3-1<br />
23<br />
96.0<br />
23.8<br />
10<br />
3-2<br />
Dark Brown and Gray Silty CLAY, moist and stiff (NATIVE)<br />
CL<br />
18<br />
85.7<br />
33.8 LL=46%<br />
PI=20<br />
15<br />
20<br />
25<br />
This information pertains only to this boring and is not necessarily indicitive of the whole site.<br />
KC ENGINEERING CO. Figure 6
LOG OF TEST BORING<br />
BORING NO.: 3<br />
PROJECT: Geotechnical Services/Commercial Dev PROJECT NO.: VV954-02<br />
CLIENT: Gasser Foundation DATE: 5-14-02<br />
LOCATION: Hartle Court-South Area, Gasser Drive ELEVATION: NA<br />
DRILLER: RAM Enterprises<br />
LOGGED BY: PGT<br />
DRILL RIG: B-24 BORING DIAMETER: 4"<br />
DEPTH TO WATER: INITIAL : 11' FINAL : AFTER: hrs.<br />
DEPTH<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
30<br />
35<br />
Brown Sandy GRAVEL w/few fines, wet and very dense<br />
GM-<br />
GC<br />
40<br />
3-3<br />
56 %
LOG OF TEST BORING<br />
BORING NO.: 4<br />
PROJECT: Geotechnical Services/Commercial Dev PROJECT NO.: VV954-02<br />
CLIENT: Gasser Foundation DATE: 5-14-02<br />
LOCATION: Hartle Court-South Area, Gasser Drive ELEVATION: NA<br />
DRILLER: RAM Enterprises<br />
LOGGED BY: PGT<br />
DRILL RIG: B-24 BORING DIAMETER: 4"<br />
DEPTH TO WATER: INITIAL : 9.5' FINAL : AFTER: hrs.<br />
DEPTH<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
0<br />
Brown Clayey SAND, moist and medium dense (DREDGE FILL)<br />
SC<br />
5<br />
4-1<br />
17<br />
92.0<br />
10.2<br />
%
LOG OF TEST BORING<br />
BORING NO.: 4<br />
PROJECT: Geotechnical Services/Commercial Dev PROJECT NO.: VV954-02<br />
CLIENT: Gasser Foundation DATE: 5-14-02<br />
LOCATION: Hartle Court-South Area, Gasser Drive ELEVATION: NA<br />
DRILLER: RAM Enterprises<br />
LOGGED BY: PGT<br />
DRILL RIG: B-24 BORING DIAMETER: 4"<br />
DEPTH TO WATER: INITIAL : 9.5' FINAL : AFTER: hrs.<br />
DEPTH<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
30<br />
35<br />
Brown Sandy Gravel, wet and very dense<br />
GM<br />
Boring Terminated @ 36'<br />
Groundwater Encountered @ 9.5'<br />
40<br />
45<br />
50<br />
55<br />
This information pertains only to this boring and is not necessarily indicitive of the whole site.<br />
KC ENGINEERING CO. Figure 5
LOG OF TEST BORING<br />
BORING NO.: 5<br />
PROJECT: Geotechnical Services/Commercial Dev PROJECT NO.: VV954-02<br />
CLIENT: Gasser Foundation DATE: 5-14-02<br />
LOCATION: Hartle Court-South Area, Gasser Drive ELEVATION: NA<br />
DRILLER: RAM Enterprises<br />
LOGGED BY: PGT<br />
DRILL RIG: B-24 BORING DIAMETER: 4"<br />
DEPTH TO WATER: INITIAL : 8' FINAL : AFTER: hrs.<br />
DEPTH<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
0<br />
Dark Brown Silty CLAY, moist and soft to firm (FILL)<br />
CL-<br />
CH<br />
5<br />
5-1<br />
Black Silty CLAY, wet very stiff (NATIVE)<br />
CH<br />
25<br />
89.1<br />
32.9<br />
LL=63%<br />
PI=37<br />
10<br />
Dark Brown Gravelly CLAY, wet and stiff<br />
CL-<br />
CH<br />
15<br />
5-2<br />
11<br />
91.4<br />
23.4<br />
Under-Consol<br />
20<br />
25<br />
----As Above, very stiff<br />
This information pertains only to this boring and is not necessarily indicitive of the whole site.<br />
KC ENGINEERING CO. Figure 6
LOG OF TEST BORING<br />
BORING NO.: 5<br />
PROJECT: Geotechnical Services/Commercial Dev PROJECT NO.: VV954-02<br />
CLIENT: Gasser Foundation DATE: 5-14-02<br />
LOCATION: Hartle Court-South Area, Gasser Drive ELEVATION: NA<br />
DRILLER: RAM Enterprises<br />
LOGGED BY: PGT<br />
DRILL RIG: B-24 BORING DIAMETER: 4"<br />
DEPTH TO WATER: INITIAL : 8' FINAL : AFTER: hrs.<br />
DEPTH<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
30<br />
5-3<br />
Brown Sandy GRAVEL, wet and very dense.<br />
Boring Terminated @ 30'<br />
Groundwater Encountered @ 8'<br />
GM<br />
100+ SPT<br />
35<br />
40<br />
45<br />
50<br />
55<br />
This information pertains only to this boring and is not necessarily indicitive of the whole site.<br />
KC ENGINEERING CO. Figure 6
LOG OF TEST BORING<br />
BORING NO.: 6<br />
PROJECT: Geotechnical Services/Commercial Dev PROJECT NO.: VV954-02<br />
CLIENT: Gasser Foundation DATE: 5-14-02<br />
LOCATION: Hartle Court-South Area, Gasser Drive ELEVATION: NA<br />
DRILLER: RAM Enterprises<br />
LOGGED BY: PGT<br />
DRILL RIG: B-24 BORING DIAMETER: 4"<br />
DEPTH TO WATER: INITIAL : 7' FINAL : AFTER: hrs.<br />
DEPTH<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
0<br />
Mottled Orange and Gray Clayey SILT, moist and soft (FILL)<br />
ML<br />
6-1<br />
3<br />
76.9<br />
33.9<br />
UCC=371psf<br />
5<br />
Dark Brown Silty CLAY, w/few gravels, wet and stiff (NATIVE)<br />
CH<br />
10<br />
6-2<br />
13<br />
87.8<br />
34.0<br />
15<br />
Dark Brown Silty CLAY, w/more gravels, wet and stiff<br />
CL<br />
20<br />
25<br />
6-3<br />
Brown Gravelly CLAY w/Sand, wet, very stiff<br />
GM<br />
23<br />
No Recovery<br />
Boring Terminated @ 26.5'<br />
This information pertains only to this boring and is not necessarily indicitive of the whole site.<br />
KC ENGINEERING CO. Figure 7
LOG OF TEST BORING<br />
BORING NO.: 7<br />
PROJECT: Geotechnical Services/Commercial Dev PROJECT NO.: VV954-02<br />
CLIENT: Gasser Foundation DATE: 5-14-02<br />
LOCATION: Hartle Court-South Area, Gasser Drive ELEVATION: NA<br />
DRILLER: RAM Enterprises<br />
LOGGED BY: PGT<br />
DRILL RIG: B-24 BORING DIAMETER: 4"<br />
DEPTH TO WATER: INITIAL : 6' FINAL : AFTER: hrs.<br />
DEPTH<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
0<br />
Brown Clayey SILT w/gravels, dry and firm (FILL)<br />
ML<br />
5<br />
7-1<br />
Dark Bluish Silty SAND w/Clay, wet and loose (FILL)<br />
SM-<br />
SC<br />
6<br />
73.0<br />
45.6<br />
%Clay=10.4<br />
%
LOG OF TEST BORING<br />
BORING NO.: 7<br />
PROJECT: Geotechnical Services/Commercial Dev PROJECT NO.: VV954-02<br />
CLIENT: Gasser Foundation DATE: 5-14-02<br />
LOCATION: Hartle Court-South Area, Gasser Drive ELEVATION: NA<br />
DRILLER: RAM Enterprises<br />
LOGGED BY: PGT<br />
DRILL RIG: B-24 BORING DIAMETER: 4"<br />
DEPTH TO WATER: INITIAL : 6' FINAL : AFTER: hrs.<br />
DEPTH<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
Sandy GRAVEL, wet and very dense<br />
GM<br />
30<br />
Boring Terminated @ 30'<br />
Groundwater Encountered @ 6'<br />
35<br />
40<br />
45<br />
50<br />
55<br />
This information pertains only to this boring and is not necessarily indicitive of the whole site.<br />
KC ENGINEERING CO. Figure 8
LOG OF TEST BORING<br />
BORING NO.: 8<br />
PROJECT: Geotechnical Services/Commercial Dev PROJECT NO.: VV954-02<br />
CLIENT: Gasser Foundation DATE: 5-14-02<br />
LOCATION: Hartle Court-South Area, Gasser Drive ELEVATION: NA<br />
DRILLER: RAM Enterprises<br />
LOGGED BY: PGT<br />
DRILL RIG: B-24 BORING DIAMETER: 4"<br />
DEPTH TO WATER: INITIAL : 8' FINAL : AFTER: hrs.<br />
DEPTH<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
0<br />
Brown Clayey SAND w/ few gravels, moist and medium dense<br />
(FILL)<br />
SC<br />
8-1<br />
27<br />
108.2<br />
11.4<br />
5<br />
Dark Bluish Gray Gravelly SAND w/Clay, wet and medium dense<br />
(FILL)<br />
SM<br />
10<br />
8-2<br />
12<br />
99.7<br />
15.5 %
LOG OF TEST BORING<br />
BORING NO.: 8<br />
PROJECT: Geotechnical Services/Commercial Dev PROJECT NO.: VV954-02<br />
CLIENT: Gasser Foundation DATE: 5-14-02<br />
LOCATION: Hartle Court-South Area, Gasser Drive ELEVATION: NA<br />
DRILLER: RAM Enterprises<br />
LOGGED BY: PGT<br />
DRILL RIG: B-24 BORING DIAMETER: 4"<br />
DEPTH TO WATER: INITIAL : 8' FINAL : AFTER: hrs.<br />
DEPTH<br />
SAMPLE NO.<br />
SAMPLER<br />
GRAPHIC LOG<br />
GEOTECHNICAL DESCRIPTION<br />
AND<br />
CLASSIFICATION<br />
SOIL CLASSIFICATION<br />
CONVERTED SPT BLOW<br />
COUNT (BLOWS/FT.)<br />
DRY DENSITY<br />
(PCF)<br />
MOISTURE CONTENT<br />
(PERCENT)<br />
ADDITIONAL TESTS AND REMARKS<br />
(LL, PI, UCC, ø&c, Gradation)<br />
30<br />
35<br />
Sandy GRAVEL, wet and very dense<br />
GM<br />
40<br />
Boring Terminated @ 40'<br />
Groundwater Encountered @ 8'<br />
45<br />
50<br />
55<br />
This information pertains only to this boring and is not necessarily indicitive of the whole site.<br />
KC ENGINEERING CO. Figure 9
865 Cotting Lane, Suite A<br />
Vacaville, California 95688<br />
(707) 447-4025<br />
8798 Airport Road<br />
Redding, California 96002<br />
(530) 222-0832<br />
KC ENGINEERING COMPANY<br />
A SUBSIDIARY OF MATERIALS TESTING, INC.<br />
TEST PIT LOG<br />
Mr. Joseph Peatman<br />
Hartle Court-South Area, Gasser Drive<br />
Napa, CA<br />
Date of Test Pits: 5/13/02<br />
Project No. VV954-02<br />
TEST<br />
PIT<br />
NO.<br />
DEPTH<br />
(feet)<br />
USCS<br />
DESCRIPTION<br />
1A &<br />
1B<br />
0-7’<br />
CL/CH<br />
Mottled Brown, Rust-Stained Silty CLAY, firm, moist w/minor<br />
Sands and Gravels (CLEAN FILL)<br />
7’-15’<br />
CH<br />
Black Silty CLAY, wet, firm, alluvium (NATIVE) seepage at<br />
contact, groundwater encountered at 12’<br />
2 0-3.5’<br />
3.5’-11’<br />
CL/CH<br />
CL/CH<br />
Mottled Brown Silty CLAY, moist firm to stiff<br />
(DREDGE/FILL)<br />
Grayish Black Silty CLAY, wet, groundwater encountered<br />
at 10’ seepage (NATIVE?)<br />
3 0-6’<br />
6’-10’<br />
10-13’<br />
CL/CH<br />
CH<br />
CH<br />
Mottled Brown Sandy Silty CLAY, mixed w/asphalt<br />
and concrete debris (FILL)<br />
Brown w/Rust colored seams Silty CLAY, very moist, firm to<br />
stiff (seepage at base) (DREDGE/FILL)<br />
Black CLAY, very moist, stiff (NATIVE)<br />
865 Cotting Lane, Suite A, Vacaville, CA 95688<br />
1 of 3
TEST<br />
PIT<br />
NO.<br />
DEPTH<br />
(feet)<br />
4 0-8’<br />
8-12’<br />
12-15’<br />
5 0-10’<br />
10-19’<br />
19-21’<br />
6 0-10’<br />
10-19’<br />
19-21’<br />
7 0-12’<br />
12-15’<br />
15-17’<br />
8 0-8’<br />
8-17’<br />
17-19’<br />
9 0-12’<br />
12-15’<br />
15-18’<br />
USCS<br />
SC<br />
SM/SC<br />
CH<br />
SM/SC<br />
SM/SC<br />
CH<br />
SM/SC<br />
SM<br />
CH<br />
SC<br />
SP<br />
CH<br />
SC<br />
SM<br />
CH<br />
SM/SC<br />
SP<br />
CH<br />
DESCRIPTION<br />
Project No. VV933-02<br />
Brown Clayey SAND, w/minor debris, moist, loose (FILL)<br />
sidewalls caving<br />
Bluish Gray Clayey SAND, wet, loose (FILL) sidewalls caving<br />
Black Silty CLAY, very moist, stiff (NATIVE)<br />
Brown Clayey Silty SAND, loose, moist (FILL)<br />
Bluish Gray Clayey SAND, wet, loose (SEEPAGE/CAVING)<br />
Black CLAY (NATIVE) wet, stiff<br />
Brown Clayey Silty SAND, loose, moist (FILL)<br />
Bluish Gray SAND, wet, loose (SEEPAGE/CAVING)<br />
Black CLAY (NATIVE) wet, stiff<br />
Mottled Brown Clayey SAND w/gravels, very moist (FILL)<br />
Bluish Gray SAND, wet, loose (FILL) (SEEPAGE/CAVING)<br />
Black CLAY, wet, firm (NATIVE)<br />
Medium Brown Clayey SAND, w/Gravels, moist (FILL)<br />
Bluish Gray Silty Gravelly SAND, wet, loose<br />
(SEEPAGE/CAVING) (FILL)<br />
Black Silty CLAY, wet, firm to stiff (NATIVE)<br />
Brown Clayey Silty SAND, mixed w/Gravels, moist, loose<br />
(FILL)<br />
Gray Blue SAND, wet, loose (FILL) (SEEPAGE/CAVING)<br />
Black and Gray Silty CLAY, wet, firm to stiff (NATIVE)<br />
865 Cotting Lane, Suite A, Vacaville, CA 95688<br />
2 of 3
TEST<br />
PIT<br />
NO.<br />
DEPTH<br />
(feet)<br />
10A 0-4’<br />
4-9’<br />
9-11’<br />
10B 0-4’<br />
4-10’<br />
10-12’<br />
11 0-7’<br />
7-10’<br />
12 0-5’<br />
5-7’<br />
13 0-7’<br />
7-9’<br />
14 0-7’<br />
7-9’<br />
USCS<br />
CL<br />
CL<br />
CL<br />
CL<br />
CL<br />
CL<br />
CL/ML<br />
CH<br />
CL/CH<br />
CH<br />
CL<br />
CH<br />
CL<br />
CH<br />
DESCRIPTION<br />
Project No. VV933-02<br />
Medium Brown Sandy Silty CLAY, mixed w/Wood, Rebar, AC,<br />
Concrete, moist, firm (FILL)<br />
Blue Gray Sandy Silty CLAY, w/minor organics<br />
(DREDGE/FILL)<br />
Black Silty CLAY, wet (NATIVE) seepage at 9’<br />
Medium Brown Sandy Silty CLAY, mixed w/Wood, Rebar, AC,<br />
Concrete, moist, firm (FILL)<br />
Gray and Brown Mottled Sandy CLAY, wet, soft (DREDGE<br />
FILL) (SEEPAGE)<br />
Black CLAY, wet, stiff (NATIVE)<br />
Brown Sandy Silty CLAY/Clayey SILT, very moist to wet, soft,<br />
hole caving (DREDGE/FILL) seepage at 5’<br />
Black to Dark Gray CLAY, wet, firm to stiff (NATIVE)<br />
Mottled Brown Silty CLAY, moist, firm to stiff (DREDGE/FILL)<br />
seepage at contact (perched)<br />
Black Silty CLAY, moist, stiff (NATIVE)<br />
Mottled Brown Silty CLAY, very moist to set, firm to soft,<br />
hole caving (DREDGE/FILL) seepage above contact<br />
Black Silty CLAY, wet, stiff (NATIVE)<br />
Mottled Brown Silty CLAY, very moist to set, firm to soft,<br />
hole caving (DREDGE/FILL) seepage above contact<br />
Black CLAY, wet, stiff (NATIVE)<br />
865 Cotting Lane, Suite A, Vacaville, CA 95688<br />
3 of 3
APPENDIX C<br />
2009 INVESTIGATION APPENDIX<br />
Site Plan<br />
Logs of Test Borings<br />
Laboratory Test Results
APPENDIX B – STORMWATER<br />
MANAGEMENT & HYDRAULICS<br />
REPORT<br />
NAPA CENTURY CENTER XD 12<br />
Napa, California<br />
KIP # 165582
STORMWATER MANAGEMENT<br />
AND HYDRAULICS REPORT<br />
JUNE 24, 2011<br />
STORMWATER POND<br />
MODIFICATION<br />
SOUTH NAPA MARKETPLACE<br />
(LOCATED AT SOUTH NAPA CENTURY CENTER)<br />
NAPA, CA<br />
PROJECT #: 2008005.00<br />
PREPARED BY<br />
15 Third Street, Santa Rosa, CA 95401<br />
Tel: 707 542 6451 Fax: 707 542 5212<br />
CIVIL ENGINEERS<br />
• URBAN PLANNERS • LAND SURVEYORS •<br />
LANDSCAPE ARCHITECTS
STORMWATER POND MODIFICATION<br />
SOUTH NAPA MARKETPLACE<br />
JUNE 24, 2011<br />
PAGE 1<br />
INTRODUCTION<br />
This report includes a modified stormwater runoff management plan and a hydraulic design<br />
report for the proposed modifications to the existing stormwater runoff system for the South<br />
Napa Marketplace shopping center. The modifications will replace the existing South Pond<br />
system, which collects runoff from the southern portion of the center, with an upgraded<br />
stormwater collection and treatment system in an underground structural BMP chamber system.<br />
This modification structural BMP system is located in the development of part of the planned<br />
South Napa Century Center project which calls for the construction of a theatre complex and<br />
related retail on the parcel adjacent to the South Napa Marketplace center.<br />
EXISTING CONDITIONS<br />
The South Napa Marketplace site includes separate pond systems that collect drainage from the<br />
northern and southern portions of the shopping center. The southern portion of the site (25.3<br />
acres) is served by the South Pond drainage system and the northern portion (5.4 acres) is served<br />
by the North Pond drainage system. Only the South Pond system will be affected by this<br />
proposed stormwater system modifications. The South Pond system is located on the parcel<br />
adjacent to the shopping center on the proposed site for the South Napa Century Center.<br />
The South Pond stormwater treatment system includes a two-stage vegetated wet pond consisting<br />
of a smaller settling pond (forebay) and a large retention basin (afterbay), followed by a linear<br />
riprap channel. Collected runoff from 25.3 acres enters the forebay via a 48” concrete pipe that<br />
crosses under Gasser Drive from South Napa Marketplace. The forebay has a detention capacity<br />
of approximately 0.57 acre-feet, and the detention basin has an estimated nominal capacity of<br />
5.07 acre-feet, with a total system volume of 5.6 acre-feet. Treated stormwater is then<br />
discharged via the riprap lined channel through two 66” CIP concrete storm drains to the<br />
remnant Tulocay Creek Channel on the south side of Imola Avenue, and ultimately to the Napa<br />
River. The riprap lined channel and twin 66” CIP pipes were originally installed by the Napa<br />
Flood Control District.<br />
The existing ponds lie at a bottom elevation of 3.5 ft with surrounding ground at approximately<br />
elevation 10. The forebay and detention ponds are separated by a weir at elevation 7.5 and the<br />
detention pond has a discharge via a dock weir at elevation 7.5. Hydraulic records for this<br />
system were not found in City of Napa files, with the best flow information available through the<br />
stormwater treatment system report by Woodward-Clyde that discusses the 10 and 100 year flow<br />
rates noted herein. Further refinement of design flows are noted in this report. We estimate the<br />
existing pond water elevation at approximately elevation 8 at the 100 year storm, backwatering<br />
into the South Napa Marketplace discharge piping. The proposed structural BMP modification<br />
hydraulically adheres to the proposed estimated existing condition.
STORMWATER POND MODIFICATION<br />
SOUTH NAPA MARKETPLACE<br />
JUNE 24, 2011<br />
PAGE 2<br />
STORMWATER POND MODIFICATION<br />
The proposed modification seeks to replace the existing South Pond system (forebay and<br />
afterbay) with an upgraded hybrid water quality management system made up of sequential<br />
structural BMPs, filtration, and an engineered bioswale for final polishing. The proposed<br />
modification consists of three stages.<br />
An updated Report of Waste Discharge for this proposed modification was approved by the San<br />
Francisco Regional Water Quality Board per an acceptance letter dated May 20, 2011.<br />
Primary Stage: Kristar Separator<br />
The first element of the proposed treatment system modification is to consist of a structural<br />
device, the Kristar FloGard Dual-Vortex hydrodynamic separator (Model DVS-96), to be<br />
installed in-line with a 48” HDPE storm drain. This structural BMP is designed to act as a<br />
primary clarifier, removing floatable oils and trash and large particles.<br />
Secondary Stage: StormTech Chamber System<br />
The major feature of the proposed pond modification is the subgrade chamber and gravel media<br />
filtration system to be installed beneath the planned South Napa Century Center parking lot, in<br />
the area now occupied by the existing pond system. The installation will consist of subsurface<br />
rows of high-volume StormTech chambers, including the Isolator Row, with an overall capacity<br />
volume of 1.63 acre-feet, and a detention volume of 1.54 acre-feet. Pre-screened runoff from the<br />
Kristar Primary Stage will be conveyed to the Isolator Row, transitioning into a large lined<br />
settling volume and distributed through the chamber and gravel system. The specially designed<br />
Isolator Row acts as a clarifier and filter for any remaining fine particulate and associated<br />
contaminants.<br />
The StormTech chamber system includes an Isolator Row filter to capture and filter the first<br />
flush and most flow events, followed by three additional gravel chambers for filtration and<br />
retention. The StormTech Isolator Row consists of a 406 foot long row of arched chambers, 5<br />
feet in height and 8 feet in width, set over a minimum of 15 inch drain rock base and surrounded<br />
by additional drain rock. In the Isolator Row, the otherwise open drain rock bottom of the<br />
chamber rows is lined with woven geotextile filter material. The Isolator Row is designed to<br />
distribute flow evenly throughout the chamber and gravel system. This system, installed beneath<br />
the South Napa Century Center parking lot, is designed to prevent short circuiting and enhance<br />
stormwater filtration. Flow patterns include upflow, down-flow, and lateral transport.<br />
Tertiary Stage: Bioswale<br />
The final polishing stage includes the conversion of the existing riprap lined channel that<br />
currently serves as a discharge channel for the existing pond during overflow conditions to a<br />
vegetated bioswale. This riprap lined channel is to be enhanced as an engineered bioswale. The<br />
bioswale will include a vegetated layer of bioswale soil mix over clean filtration gravel and<br />
divided into linear horizontal cells by rock check dams to add stability during high flows.
STORMWATER POND MODIFICATION<br />
SOUTH NAPA MARKETPLACE<br />
JUNE 24, 2011<br />
PAGE 3<br />
PROPOSED CONDITIONS<br />
Refer to the Carlile Macy Stormwater Pond Modification plans on (pages C8 – C11 of the South<br />
Napa Century Center plans by Foulk Gomez and Associates) for the layout of the proposed<br />
system, including details and specifications. Modifications to the storm drain system will begin<br />
at Gasser Drive; existing storm drains and flow controls located on the South Napa Marketplace<br />
site will not be modified.<br />
Drainage System<br />
The existing 18 and 15 inch storm drains that drain into the 30 inch concrete discharge pipe to<br />
the South Pond will be rerouted to a 60” manhole (MH 405) through a 48 inch pipe (all<br />
following storm drains will be 48 inches unless specified). MH 404 will connect to another 60”<br />
manhole (MH 404). The other existing 15 inch storm drain and the 24 inch storm drain will be<br />
rerouted to MH 404. From here a storm drain will direct stormwater west to a 60” manhole (MH<br />
402), make a 90-degree turn and enter the 8’x 8’ rectangular Kristar Separator (Sructure 403).<br />
The flow will make a 90-degree turn through the Kristar unit and enter a 84” manhole, MH 401,<br />
at the entrance to the StormTech chamber system. (Refer to page C8 for a layout of the proposed<br />
drainage system and page C10 for details of the Kristar unit).<br />
StormTech Chamber System<br />
MH 401 (see detail 2 on page C10) will control the flow into the Isolator Row and gravel<br />
chambers of the StormTech chamber system (see details on page C9 for the StormTech system).<br />
Flows up to 7.75 cfs will be directed through the 24 inch inlet stub to the Isolator Row where the<br />
stormwater will flow through the Isolator filter and subsurface gravel. The stormwater will<br />
continue to flow through the following three gravel chambers and discharge to a 96 inch<br />
manhole, MH 400 (see detail 1 on page C10). During high flows over 7.75 cfs, the stormwater<br />
will fill up the Isolator Row, over top of a weir at elevation 6.35 in MH 401, and bypass the<br />
Isolator Row by entering the 36 inch gravel chamber manifold. This weir will force most<br />
stormwaters through all chambers, enhancing filtration treatment and preventing short circuiting<br />
with a resulting backwater similar to existing hydraulics. The manifold will direct the high flow<br />
into the three gravel chambers through 30” inlet stubs. All collected and detained stormwater in<br />
the Isolator Row and the gravel chambers will flow through the subsurface gravel and discharge<br />
to MH 400 through a 48 inch pipe. The StormTech chambers and surrounding gravel will remain<br />
full of water controlled by the elevated discharge stormdrains at MH 401. Water surface in the<br />
structural BMP will vary from elevation 5.73 to approximately 8.0. A 6 inch perforated<br />
drainpipe will be placed at the bottom the StormTech chambers and will be directed into a<br />
concrete manhole pump sump. During the dry season an irrigation pump can draw the stored<br />
treated water from the sump for landscape irrigation, providing a maximum of 501,800 gallons<br />
of reclaimed water if the StormTech system is full to capacity.<br />
Bioswale<br />
The StormTech system will drain into MH 400 and eventually discharge into an engineered<br />
bioswale (see details page C11). Until the StormTech system has reached its overall retention<br />
volume 1.54 acre-feet, the stormwater will be stored and treated in the subsurface chambers and
STORMWATER POND MODIFICATION<br />
SOUTH NAPA MARKETPLACE<br />
JUNE 24, 2011<br />
PAGE 4<br />
gravel. When the subsurface system has reached its volume capacity the water will flow through<br />
two 30 inch outlet pipes and discharge to the bioswale. The treated stormwater will receive final<br />
polishing treatment while passing through the biofiltration soil mix and clean gravel bed. The<br />
225 foot bioswale will discharge treated stormwater outflow to two 66 inch existing CIP pipes<br />
and discharge to Tulocay Creek.<br />
DESIGN FLOWS AND STORAGE VOLUME<br />
The flow rate and volume metrics for the proposed improved stormwater treatment system were<br />
developed with modifications from the 1995 design report from Woodward-Clyde, “Storm Water<br />
Treatment Facilities for the South Napa Marketplace” (on file with the City of Napa). The<br />
original design overestimated storm event volumes using runoff curves from the 1993 California<br />
Municipal BMP Handbook. Since 1993, the City of Napa has developed hydraulic runoff curves<br />
specific to the local area, and thus more accurate than the handbook. (Woodward-Clyde runoff<br />
and hydrology tables are located in Tables 1 and 2 in Appendix A.)<br />
Updated discharge flow rates for the modified design were calculated using the Napa<br />
commercial area runoff curves over the 25.3 acre drainage area calculated by Woodward-Clyde<br />
(see Tables 1 and 2). A site runoff coefficient of 0.91 was used, representing the average<br />
coefficient used in the Woodward-Clyde design. Results indicate the 2, 10, and 100-year peak<br />
flows to be 4.59 cfs, 27.84 cfs, and 49.74 cfs, respectively (refer to the runoff curves for the 10<br />
and 100 year storm in Appendix A).<br />
The calculations presented in Table 2 establish the volumetric basis for the design of the South<br />
Pond. The pond was sized based on the mean annual storm volume of 1.15 acre-feet; calculated<br />
as a 0.2 in/hr storm event over 25.3 acres for 3 hrs. The overall volume of the subsurface<br />
chamber and gravel filter system is over 1.6 acre-feet, exceeding the mean annual storm volume<br />
of 1.15 acre-feet.<br />
HYDRAULIC DESIGN<br />
The hydraulics of the modified stormwater system were analyzed using StormCAD, with the<br />
exception of the StormTech chamber system and the bioswale which were designed using<br />
hydraulic calculations. A layout of the system designed in StormCAD and the resulting data and<br />
hydraulic profiles are located in Appendix B, as are all other hydraulic calculations.<br />
Design Assumptions<br />
Coefficient of Runoff: Tables 1 and 2 list the different runoff coefficients for the areas that drain<br />
to the existing stormwater pond. An average of these values, 0.91, was used for this project<br />
modification.<br />
Design Storm: The proposed modification to the stormwater system was designed for the 100-<br />
year storm, and also analyzed for the 10-year storm.
STORMWATER POND MODIFICATION<br />
SOUTH NAPA MARKETPLACE<br />
JUNE 24, 2011<br />
PAGE 5<br />
Mannings n-value: An n-value of 0.014 for HDPE pipe was used for all pipes within the<br />
stormwater system, except the pipes in the StormTech system which were given an n-value of<br />
0.012. An n-value of 0.34 for a vegetated roughened channel was used for evaluating the<br />
bioswale.<br />
Kristar Separator<br />
The Kristar DVS-96 unit was selected because it can perform under flows up to 57 cfs. Head<br />
losses due to friction were accounted for including 0.81 ft during the 10-year storm flow, and<br />
1.34 ft during the 100-year storm flow.<br />
Subsurface Stormwater Detention and Treatment System<br />
The detention and treatment system consisting of a StormTech chamber system includes multiple<br />
elements that require separate hydraulic analyses. StormTech design spreadsheets and hydraulic<br />
methodology provided by the manufacturer were followed to design the size of the chambers and<br />
associated piping. To ensure a detention volume equal to or greater than the mean average storm<br />
and to ensure sufficient water quality treatment, the system sizing was selected as one Isolator<br />
Row consisting of 99 chambers (52 inches wide per chamber) and three gravel chambers of 99<br />
chambers each (see Appendix B for the StormTech sizing spreadsheet). The maximum volume<br />
capacity of the chamber system is 1.63 acre-feet. The inlet and outlet manifolds were designed to<br />
pass the 100 year storm modeling existing backflow conditions upstream and to prevent scouring<br />
in the chambers that could erode the gravel bed.<br />
The inlet weir into the StormTech chambers was designed at an elevation of 6.35 in MH 401 to<br />
bypass high flows into the gravel chambers. The 24 inch inlet pipe to the Isolator Row can accept<br />
flows up to 7.75 cfs (see the Stormtech Isolator Row Capacity results in Appendix B) before<br />
flow is diverted to the other gravel chamber. The subsurface flow through the gravel flows at a<br />
maximum rate of 0.24 cfs per chamber. With a total of 99 chambers in the Isolator Row,<br />
stormwater flows through the gravel at a rate of approximately 24 cfs. The gravel chamber<br />
manifold (36 inches) and stubs (30 inches) into the three chambers were designed to accept the<br />
full 100 year flow of 50 cfs. The outlet manifold (48 inchs) and stubs (42 inches) were designed<br />
to accept the full 100 year flow and discharge to the bioswale through MH 400.<br />
Bioswale<br />
The two 30 inch pipes from MH 400 will outfall to the surface of the bioswale at an elevation of<br />
5.73 feet. The bioswale was designed to have 12 foot base, side slopes of 2:1, a length of 225<br />
and a slope of 0.24%. The bioswale channel will include a minimum of 10 inches of gravel<br />
covered by a maximum of 9 inches of biofiltration soil mix. The bioswale was modeled as a<br />
uniform channel to determine the depth of the water above the bioswale at different storm events<br />
(see the Bioswale Design Calculations in Appendix B).<br />
The present rock riprap swale has been encroached on by the recent Imola Avenue Caltrans<br />
improvements. The rock swale will be modified, staying in South Napa Century Center’s<br />
property, by adding a topping of biofiltration medium. The existing, minor swale waters from
STORMWATER POND MODIFICATION<br />
SOUTH NAPA MARKETPLACE<br />
JUNE 24, 2011<br />
PAGE 6<br />
Imola Avenue embankment will enter the bioswale and continue to discharge to the current<br />
storm drains without disruption.<br />
Small flows in the bioswale will be subsurface, with increasing larger flows splitting flows<br />
between surface and subsurface flows. The bioswale will also encourage and utilize infiltration<br />
to meet stormwater BMP goals.<br />
Hydraulic Results<br />
The StormCAD profiles and results for the 10 and 100 years storm are located in Appendix B.<br />
The proposed design maintains a hydraulic grade line below ground elevation throughout the<br />
storm drain system and the subsurface StormTech chamber system. During the 100 year storm,<br />
the hydraulic grade at the inlet to the bioswale will be 7.3 feet, lowering to 6.51 feet at the toe of<br />
the bioswale.<br />
The pond modification to a structural underground chamber BMP system will achieve superior<br />
water treatment with similar hydraulic conditions. The larger storm flows will pass through this<br />
piping/chamber system while maintaining historic hydraulic conditions.<br />
STORMWATER TREATMENT<br />
The proposed stormwater modification system is designed to address water quality requirements,<br />
in specific the contaminants associated with the land use type and the constituents that are<br />
contributing to the impairment of the receiving waters, the Napa River<br />
Characterization of Discharge<br />
Target contaminants that the stormwater treatment system is intended to mitigate are metals<br />
(copper and zinc), hydrocarbons associated with parking lots and runoff from some roof and<br />
building materials, trash and debris, sediment, and turbidity. Other pollutants of concern for this<br />
site include nutrients and pesticides from landscaped areas. Mitigation of possible nutrient<br />
discharges of fertilizer and pesticide use at South Napa Marketplace landscaping is covered in<br />
the maintenance agreement between the property owner, the Gasser Foundation, and the<br />
shopping center owner and operator, Kimco. Other good housekeeping requirements of this<br />
operating agreement include regular street sweeping, and a comprehensive list of proscribed<br />
activities that could result in diminished water quality. Table 3 in Appendix A presents the<br />
inflow concentration data from runoff entering the existing South and North Pond systems as a<br />
geometric mean of samples taken from three separate storm events.<br />
The treated stormwater receiving waters for this site, the Napa River, is listed as a Water Quality<br />
Limited, or Impaired Water Body. The constituents adding to the impairment of the river,<br />
according to the 2006 Clean Water Act 303(d) list, are nutrients, pathogens, and sediment.<br />
Currently, TMDL reports have been completed for pathogens and sediment, but not for nutrients.<br />
The TMDL for pathogens specifies density-based pollutant wasteload allocations for municipal<br />
runoff. These wasteload allocations include geometric mean concentrations of the following:
STORMWATER POND MODIFICATION<br />
SOUTH NAPA MARKETPLACE<br />
JUNE 24, 2011<br />
PAGE 7<br />
• < 113 CFU/100mL of E. coli,<br />
• < 180 CFU/100mL of fecal coliform,<br />
• Median concentrations of < 216 CFU/100mL of total coliform.<br />
It is not anticipated that treated stormwater effluent from the proposed project will exceed these<br />
maximum limits. The TMDL for sedimentation specifies no new regulations for urban<br />
stormwater discharges; instead best management practices are required to decrease sedimentation<br />
at the source, as is the case through the diligent housekeeping practices at South Napa<br />
Marketplace. Nutrient levels of stormwater runoff were found to be very low (refer to Table 3),<br />
again a reflection of the operating requirements and proscriptions at this shopping center. The<br />
BMPs proposed in this application for modification will adequately address any remaining<br />
nutrient levels that may be present. Thus, nutrient levels in the stormwater effluent are not<br />
expected to add to the impairment of the Napa River.<br />
Expected Effluent Water Quality<br />
Anticipated effluent concentrations were estimated in Table 5 in Appendix A for the proposed<br />
system using the documented removal rates for the treatment system elements discussed below.<br />
Since the most current monitoring data for the existing system includes fairly low stormwater<br />
inflow concentrations which may not be representative of the site’s actual first flush<br />
concentrations, average national stormwater data for commercial properties was used (obtained<br />
from the National Stormwater Quality Database, Version 1.1, taken from the report "A<br />
Compilation and Analysis of NPDES Stormwater Monitoring Information" compiled by the<br />
University of Alabama). However, actual data from the existing monitoring report was used for<br />
the initial total petroleum hydrocarbons (TPH) concentration, as this value was higher than the<br />
national average. This may be accountable to the presence of relatively new asphalt.<br />
Effluent concentrations were calculated for stormwater exiting the Kristar Separator (Primary<br />
Stage Treatment) using a conservative total suspended solids (TSS) removal rate of 60% and a<br />
TPH removal rate of 53%. Effluent concentrations exiting the StormTech sub-grade chamber and<br />
gravel media filter system (Secondary Stage Treatment) were estimated using removal rates of<br />
80% TSS, 90% TPH, 53% total zinc (TZn), and 49% total phosphorus (TP). Bioswale removal<br />
rates included 95% removal of any residual TSS, TPH, and TP, and 55% removal of TZn.<br />
Refer to Appendix A for a report summary of the documented performance for each treatment<br />
stage by which the expected effluent water quality was estimated.<br />
Monitoring and Maintenance<br />
Monitoring and maintenance of the proposed stormwater system will be greatly simplified, in<br />
comparison to that of the South Pond. Regular maintenance will include sediment and trash<br />
removal from the, and trash removal and vegetation management of the bioswale. Removal of<br />
sediment from the Kristar Separator unit and the Isolator Row will also remove associated<br />
contaminants.
STORMWATER POND MODIFICATION<br />
SOUTH NAPA MARKETPLACE<br />
JUNE 24, 2011<br />
PAGE 8<br />
The structural BMPs can be maintained as part of a catch basin-type maintenance schedule. The<br />
Kristar Separator is maintained by removing the standard manhole cover access lids and<br />
vacuuming out the accumulated trash, oil, and sediments, at a regular interval and prior to the<br />
commencement of the rainy season. The system should be inspected by-annually.<br />
The Isolator Row should also be inspected by-annually. Inspection ports on the ends of the row<br />
allow access for inspection, and the 30 inch basins in the middle and end of the row allow access<br />
for cleaning. When sediment build up reaches a height of 3 inches, the row will need to be jetted<br />
and vacuumed using a vacuum truck; equipment similar to that used for pipeline maintenance.
STORMWATER POND MODIFICATION<br />
SOUTH NAPA MARKETPLACE<br />
JUNE 24, 2011<br />
APPENDIX A<br />
HYDROLOGY & WATER QUALITY DATA
STORMWATER POND MODIFICATION<br />
SOUTH NAPA MARKETPLACE<br />
JUNE 24, 2011<br />
APPENDIX B<br />
HYDRAULICS CALCULATIONS & RESULTS
APPENDIX C – LEED CHECKLIST<br />
NAPA CENTURY CENTER XD 12<br />
Napa, California<br />
KIP # 165582
LEED 2009 New Construction Project Checklist Page 1 7 JULY 2011<br />
Page 1<br />
Possible<br />
Y N ?<br />
South Napa Century Center XD 12<br />
Hartle Court & Gasser Drive City of Napa, CA 94559<br />
B= Building S= Site<br />
Certified 40-49 points Silver 50-59 points Gold 60-79 points Platinum 80 or more points<br />
26 13 5 8 RESPONSIBILITY SUPPORT REMARKS<br />
Y SS Prereq 1 Construction Activity Pollution Prevention S CIVIL ENGINEER<br />
1 1 SS Credit 1 Site Selection S Cinemark<br />
GEN<br />
CONTRACTOR<br />
5 5 SS Credit 2 Development Density & Community Connectivity S LEED ADMIN Cinemark<br />
The site does not meet any of the criteria that would qualify it for<br />
this credit .<br />
1 1 SS Credit 3 Brownfield Redevelopment S Site is not a brownfield.<br />
6 6 SS Credit 4.1 Alternative Transportation, Public Transportation Access S LEED ADMIN There are 2 bus routes within 1/4 mile of the building.<br />
1 1 SS Credit 4.2 Alternative Transportation, Bicycle Storage & Changing Rooms B<br />
SITE ARCHITECT.<br />
ARCH<br />
LEED ADMIN<br />
3 3 SS Credit 4.3 Alternative Transportation, Low-Emitting and Fuel-Efficient VehS Gasser Foundation Cinemark<br />
2 2 SS Credit 4.4 Alternative Transportation, Parking Capacity S Gasser Foundation Cinemark<br />
1 1 * SS Credit 5.1 Site Development, Protect or Restore Habitat S Requires that 50% of site (excluding building footprint) or 20% of<br />
site (including building) be restored using native or adapted<br />
1 1 SS Credit 5.2 Site Development, Maximize Open Space S<br />
1 1 * SS Credit 6.1 Stormwater Design, Quantity Control S CIVIL ENGINEER Gasser Foundation<br />
Requires implementation of a stormwater management plan that<br />
results in a 25% decrease in the volume of stormwater runoff<br />
1 1 SS Credit 6.2 Stormwater Design, Quality Control S CIVIL ENGINEER Gasser Foundation<br />
Requires plan to remove 80% of avg annual post development<br />
total suspended solids (TSS)<br />
1 1 SS Credit 7.1 Heat Island Effect, Non Roof S Requires enough planting to shade 50% of parking lots<br />
1 1 SS Credit 7.2 Heat Island Effect, Roof B ARCHITECT Cinemark<br />
1 1 SS Credit 8 Light Pollution Reduction B/S<br />
SITE ARCHITECT.<br />
ARCH<br />
Cinemark<br />
Must specify light colored roofing with SRI equal to or greater than<br />
78 for 75% of roof surface.<br />
Must control interior light fixtures and design exterior light fixtures<br />
to minimize light trespass.<br />
Poss<br />
Regional Priority<br />
Sustainable Sites<br />
Yes No ?<br />
10 8 2 0<br />
Water Efficiency<br />
Y WE Prereq 1 Water Use Reduction - 20% Reduction S<br />
Must reduce potable water use for landscape by 50% and install<br />
4 2 2 WE Credit 1 Water Efficient Landscaping S LANDSCAPE ARCH CIVIL ENGINEER<br />
landscaping that doesn't require permanent irrigation system.<br />
2 2 * WE Credit 2 Innovative Wastewater Technologies B/S MEP ENGINEER Cinemark Requires that potable water use for building sewage conveyance<br />
be reduced by 50% through the use of water conserving fixtures.<br />
Requires further reduction in potable water use for flush and flow<br />
4 4 WE Credit 3 Water Use Reduction - 40% Reduction B MEP ENGINEER<br />
fixtures.
LEED 2009 New Construction Project Checklist Page 2 7 JULY 2011<br />
Page 2<br />
Poss<br />
Yes No ?<br />
Energy & Atmosphere<br />
35 31 0 4 RESPONSIBILITY SUPPORT REMARKS<br />
Y EA Prereq 1 Fundamental Commissioning of Building Energy Systems B CxA GC, MC,EC<br />
Y EA Prereq 2 Minimum Energy Performance B MEP ENGINEER<br />
Y EA Prereq 3 Fundamental Refrigerant Management B MEP ENGINEER<br />
19 17 2 * EA Credit 1 Optimize Energy Performance B MEP ENGINEER TIFFANY<br />
7 7 * EA Credit 2 On-Site Renewable Energy B Cinemark Gasser Foundation<br />
Requires whole building energy modeling to confirm that building<br />
systems are 20% more efficient than ASHRAE 90.1-2007<br />
2 2 EA Credit 3 Enhanced Commissioning B CxA GC<br />
2 2 EA Credit 4 Enhanced Refrigerant Management B MEP ENGINEER<br />
3 3 EA Credit 5 Measurement & Verification B MEP ENGINEER LEED Admin<br />
Requires specification of HVAC equipment with proper<br />
refrigerants.<br />
Develop and implement a measurement & verification plan per<br />
IPMVP Volume III<br />
2 2 EA Credit 6 Green Power B Cinemark LEED Admin Requires 2 year agreement with local utility.<br />
Poss<br />
Yes No ?<br />
14 6 7 1<br />
Materials & Resources<br />
Y MR Prereq 1 Storage and Collection of Recyclables B ARCHITECT Cinemark<br />
3 3 * MR Credit 1.1 Building Reuse, Maintain Existing Walls, Floors & Roof B<br />
1 1 MR Credit 1.2 Building Reuse, Maintain 50% Interior non-struct elements B<br />
2 2 MR Credit 2 Construction Waste Management B GC LEED Admin<br />
2 2 MR Credit 3 Materials Reuse B<br />
An additional point can be earned if 95% of waste is diverted from<br />
landfill.<br />
2 2 MR Credit 4 Recycled Content B ARCHITECT GC Specify materials with high recycled content.<br />
2 1 1 MR Credit 5 Regional Materials B ARCHITECT GC<br />
1 1 Credit 6 Rapidly Renewable Resources B<br />
Specify materials that are manufactured and/or processed<br />
regionally.<br />
1 1 Credit 7 Certified Wood B GC ARCHIECT Provide FSC cerified wood products.
LEED 2009 New Construction Project Checklist Page 3 7 JULY 2011<br />
Page 3<br />
Poss<br />
Yes No ?<br />
Indoor Environmental Quality<br />
15 9 3 3 RESPONSIBILITY SUPPORT REMARKS<br />
Y IEQ Prereq 1 Minimum IAQ Performance B MEP ENGINEER LEED Admin<br />
Y IEQ Prereq 2 Environmental Tobacco Smoke (ETS) Control B/S Cinemark LEED Admin<br />
1 1 IEQ Credit 1 Outdoor Air Delivery Monitoring B MEP ENGINEER LEED Admin<br />
1 1 IEQ Credit 2 Increased Ventilation B MEP ENGINEER TIFFANY<br />
1 1 IEQ Credit 3.1 Construction IAQ Management Plan - During Construction B GEN CONTRACTOR LEED ADMIN<br />
Requires that outdoor air ventilation rates exceed minimum<br />
ASHRAE standards by 30%.<br />
1 1 IEQ Credit 3.2 Construction IAQ Management Plan - Before Occupancy B GEN CONTRACTOR LEED ADMIN<br />
1 1 IEQ Credit 4.1 Low-Emitting Materials - Adhesives & Sealants B ARCHITECT LEED ADMIN / GC<br />
1 1 IEQ Credit 4.2 Low-Emitting Materials - Paints & Coatings B ARCHITECT LEED ADMIN / GC<br />
1 1 IEQ Credit 4.3 Low-Emitting Materials - Flooring Systems B ARCHITECT LEED ADMIN / GC<br />
1 1 IEQ Credit 4.4 Low-Emitting Materials - Composite Wood & Agrifiber Products B ARCHITECT LEED ADMIN / GC<br />
1 1 IEQ Credit 5 Indoor Chemical & Pollutant Source Control B ARCHITECT LEED ADMIN / GC<br />
1 1 IEQ Credit 6.1 Controllability of Systems - Lighting B<br />
1 1 IEQ Credit 6.2 Controllability of Systems - Thermal Comfort B<br />
1 1 IEQ Credit 7.1 Thermal Comfort - Design B MEP ENGINEER LEED Admin Comply with ASHRAE section 55<br />
1 1 IEQ Credit 7.2 Thermal Comfort - Verification B Cinemark LEED ADMIN<br />
1 1 IEQ Credit 8.1 Daylight & Views - Daylight B ARCHITECT LEED ADMIN<br />
1 1 IEQ Credit 8.2 Daylight & Views - Views B<br />
Requires that 75% of regularly occupied spaces receive daylight<br />
illuminance levels between 25 and 500 fc.<br />
Requires a direct line of site to exterior for occupants in 90% of all<br />
regularly occupied spaces.<br />
Poss<br />
Yes No ? `<br />
6 5 0 1<br />
Innovation and Design Process<br />
5 1 ID Credit 1.1 ID 1 - Transportation Management Plan B/S Gasser Foundation<br />
1 ID Credit 1.2 ID 2 - Building Envelope Commissioning B CxA GC<br />
1 ID Credit 1.3 ID 3 - Recycled Content 30% B ARCHITECT GC<br />
1 ID Credit 1.4 ID 4 - Education of Building Occupants B Cinemark<br />
1 ID Credit 1.5 ID 5 - Green Cleaning B Cinemark<br />
1 1<br />
ID Credit 2 LEED Accredited Professional LEED ADMIN
LEED 2009 New Construction Project Checklist Page 4 7 JULY 2011<br />
Page 4<br />
Poss<br />
Yes No ? `<br />
4 3 2 1<br />
4 3 2 1<br />
75 19 18<br />
Regional Priority<br />
RP Credit 1 Regional Priority B LEED ADMIN<br />
The project Is attempting 4 of the credits that can be used to<br />
achieve potential RP credits<br />
Project Totals Certified 40-49 points, Silver 50-59 points, Gold 60-79 points, Platinum 80 or more points