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Section 05721 Page 2 G. Provide material with maximum amount of recycled content available that achieves performance requirements of this Section, H. Provide material with maximum amount of regional (within 500 miles) material feasible that achieves performance requirements of this Section, PART 3 - EXECUTION 3.01 FABRICATION A. Fabricate steel pipe railings and handrails to design, dimensions and details indicated. Provide railing and handrail members formed of pipe sizes and wall thickness indicated, or if not shown, as required to support design load. B. Auditorium rails shall be dry polyester powdercoated at minimum 350 degrees. C. Interconnect railing and handrail members by butt-welding or welding with internal connectors, at fabricators option, unless otherwise indicated. D. At tee and cross intersections provide coped joints. E. At bends, interconnect pipes by means of prefabricated elbow fittings or flush radius bends, as applicable, of radii indicated. F. At elbow bends provide mitered joints. G. Form bends by use of prefabricated elbow fittings and radius bends or by bending pipe, at fabricator’s option. H. Form simple and compound curves by bending pipe in jigs to produce uniform curvature for each repetitive configuration required; maintain cylindrical cross-section of pipe throughout entire bend without buckling, twisting or otherwise deforming exposed surfaces of pipe. I. Provide wall returns at ends of wall-mounted handrails, except where otherwise indicated. J. Close exposed ends of pipe by welding 3/16 inch thick steel plate in place or by use of prefabricated fittings. K. Keep exposed fastenings to an absolute minimum and inconspicuous, spacing them evenly and setting them out neatly. Make fastenings of permanent type. L. Construct railings to support safely a horizontal thrust of 250 lb/ft applied at top of rail. Should the codes or authorities require greater loading, design and construct for it. M. Fabricate work complete with components required for anchoring and supporting. N. Brackets, Flanges, Fittings and Anchors: Provide wall brackets, end closures, flanges, miscellaneous fittings and anchors for interconnections of pipe and attachment railings and handrails to work. Furnish inserts and other anchorage devices for connecting railings and handrails to concrete or masonry work. 3.02 INSTALLATION A. Provide anchorage devices and fasteners where necessary for securing railings and handrails to in-place construction: including, threaded fasteners for concrete and masonry inserts, toggle bolts, through-bolts, lag bolts, wood screws and other connectors as required. B. Cutting, Fitting and Placement: Perform cutting, drilling and fitting as required for installation of railings. C. Set work accurately in location, alignment and elevation, plumb, level true and free of rack, measured from established lines and levels. D. Adjust railings prior to anchoring to ensure matching alignment at abutting joints. Space posts at spacing indicated, or if not indicated, as required by design loads. Plumb posts in each direction. Secure posts and railing ends to building construction in one of the following ways: 1. Anchor posts in concrete by means of pipe sleeves preset and anchored into concrete. After posts have been inserted into sleeves, fill annular space between post and sleeve solid with non-shrink nonmetallic grout, mixed and placed to comply with grout manufacturer’s directions. 2. Anchor posts in concrete by core drilling holes not less than 4 inches deep and ¾” greater than outside diameter of post. Clean holes of all loose material, insert posts and fill annular space between post and sleeve solid with non-shrink non-metallic grout, mixed and placed to comply with grout manufacturer’s directions. E. Cover anchorage joint with round steel flange welded to post. F. Secure handrails to wall with brackets and end fittings. Provide bracket with no less than 1 ½ inch clearance from inside face of handrail and finished wall surface. Locate brackets as indicated or, if not indicated, at spacing required for design loading. Secure brackets as required for different wall conditions. NAPA CENTURY CENTER XD 12 #165582
Section 05721 Page 3 3.03 FINISHING A. Powdercoat Painting: 1. Thoroughly clean ferrous metals, by methods suitable to remove burrs, weld spatter, rust, loose mill scale, oil, grease, dirt and other foreign matter. 2. Shop apply dry polyester powdercoat at a minimum temperature of 350 degrees. 3. Color shall be Cardinal Powder Coatings, T375 BK-10, Gold Vein Semi-gloss. END OF SECTION NAPA CENTURY CENTER XD 12 #165582
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PROJECT MANUAL 1807 Ross Avenue Sui
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Napa Century Centter XD 12 - Napa,
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Napa Century Center XD 12 - Napa, C
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Section 15000 Section 15034 Section
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TABLE OF CONTENTS Page 2 DIVISION 4
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1.01 PROJECT NAPA CENTURY CENTER XD
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E. See also Section 01600 paragraph
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BID FORM FROM: ____________________
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Document 00300 Page 3 CONTRACTOR: T
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Document 00300 Page 5 Start plumbin
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BID GUARANTEE Document 00300 Page 7
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SECTION 00700 GENERAL CONDITIONS PA
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Document 00800 Page 2 “Contractor
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Document 00800 Page 4 3.18.1 In the
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Document 00800 Page 6 7.4 In the fi
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Document 00800 Page 8 Add Paragraph
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A. Workers Compensation Insurance i
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Document 00800 Page 12 Contractor i
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Document 00800 Page 14 B. Commercia
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Document 00800 Page 16 13.8 NO THIR
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Document 00800 Page 18 EXHIBIT "C'
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Document 00800 Page 20 EXHIBIT "C"
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e. Training for Contractor personne
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Section 01020 Page 2 1.05 ADJUSTMEN
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Section 01340 Page 2 F. Notify Arch
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Section 01340 Page 4 50. Painting 5
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Appendix B REGIONALLY MANUFACTURED
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Appendix D CERTIFIED WOOD INFORMATI
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PART 3 EXECUTION Section 01351 Page
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NAPA CENTURY CENTER XD 12 #165582 S
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Section 01352 Page 2 a. Identify po
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Section 01352 Page 4 Appendix A SAM
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PART 1 - GENERAL SECTION 01410 TEST
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PART 1 - GENERAL SECTION 01500 CONS
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PART 1 - GENERAL SECTION 01600 MATE
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Section 01600 Page 3 PROJECT: CENTU
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PART 1 - GENERAL 1.01 REQUIREMENTS
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PART 1 - GENERAL 1.01 RELATED WORK
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Section 01730 Page 2 1.07 MANUAL FO
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1.05 SUBMITTALS REQUIRED A. Submit
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Section 01810 Page 1 SECTION 01810
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Section 01811 Page 3 P. Perform fie
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END OF SECTION Section 01811 Page 5
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Section 02200 Page 2 G. Erect batte
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Section 02200 Page 4 I. Place engin
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SECTION 02362 TERMITE CONTROL PART
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SECTION 02351 CONCRETE FOOTINGS PAR
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SECTION 02810 PLANTING IRRIGATION P
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3. Micro-sprinklers. 4. Bubbler-sty
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Section 02825 Page 4 3.06 PROTECTIO
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Section 02810 Page 2 4. Agenda: a.
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2.6 SOIL CONDITIONERS Section 02810
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SECTION 03100 STRUCTURAL CONCRETE F
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2.08. MANUFACTURED UNITS A. Round c
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SECTION 03200 CONCRETE REINFORCING
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3.02. PLACEMENT Section 03200 Page
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Section 03250 Page 2 D. Local / Reg
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SECTION 03300 STRUCTURAL CONCRETE P
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PART 2 - PRODUCTS Section 03300 Pag
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Section 03300 Page 5 D. Documentati
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Section 03300 Page 7 mixing water a
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Section 03300 Page 9 truck during p
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Section 03411 Page 2 Accepted sampl
Page 155 and 156: SECTION 03600 GROUTING STEEL BASE P
Page 157 and 158: Section 04100 Page 1 SECTION 04100
Page 159: Section 04100 Page 3 D. Provide mat
Page 162 and 163: Section 04210 Page 2 d. Product Com
Page 164 and 165: Section 04210 Page 4 B. Lay only dr
Page 166 and 167: Section 04210 Page 6 A. Contractor
Page 168 and 169: 2. Steel Structures Painting Manual
Page 170 and 171: Section 05100 Page 4 C. Provide pro
Page 172 and 173: Section 05100 Page 6 (1) In accorda
Page 175 and 176: SECTION 05200 STEEL JOISTS PART 1 -
Page 177: PART 3 - EXECUTION Section 05200 Pa
Page 180 and 181: Section 05300 Page 2 product during
Page 183 and 184: SECTION 05320 METAL FLOOR DECK PART
Page 185 and 186: SECTION 05330 COMPOSITE METAL FLOOR
Page 187 and 188: Section 05330 Page 3 A. Composite M
Page 189 and 190: PART 1 - GENERAL NAPA CENTURY CENTE
Page 191: Section 05400 Page 3 F. Protective
Page 194 and 195: Section 05500 Page 2 I. Bilco: LU-1
Page 197 and 198: PART 1 - GENERAL SECTION 05510 STEE
Page 199: Section 05510 Page 3 H. Dimensions
Page 202 and 203: Section 05520 Page 2 PART 2 - PRODU
Page 205: PART 1 - GENERAL SECTION 05721 PRE-
Page 210 and 211: Section 05810 Page 2 1.4 QUALITY AS
Page 212 and 213: Section 05810 Page 4 3.7 SCHEDULE A
Page 214 and 215: Section 06100 Page 2 4. Product Com
Page 219 and 220: PART 1 - GENERAL SECTION 07110 MEMB
Page 221: 8. If application is not complete a
Page 224 and 225: Section 07210 Page 2 3. Black Matt
Page 226 and 227: Section 07410 Page 2 3. Product Val
Page 229 and 230: PART 1 - GENERAL SECTION 07420 COMP
Page 231: Section 07420 Page 3 2.04 FABRICATI
Page 234 and 235: Section 07535 Page 2 will be requir
Page 236 and 237: Section 07535 Page 4 C. The roofing
Page 239 and 240: Section 07610 Page 1 SECTION 07610
Page 241 and 242: Section 07610 Page 3 B. PANEL DESIG
Page 243 and 244: PART 1 - GENERAL SECTION 07620 SHEE
Page 245 and 246: A PART 1 - GENERAL SECTION 07920 SE
Page 247: D. Test adhesion to materials in th
Page 250 and 251: Section 08100 Page 2 PART 3 - EXECU
Page 255: Section 08212 Page 3 C. Accessories
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A. Schedule deliveries to avoid del
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2.03 FINISH HARDWARE SCHEDULE Furni
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Section 08625 Page 2 4. Interior Fl
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Section 08625 Page 4 years, or afte
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PART 1 - GENERAL 1.01 SCOPE A. Prov
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Section 08710 Page 5 17B Storefront
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B. Perform glazing on dry surfaces
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SECTION 08920 GLAZED ALUMINUM CURTA
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Section 08920 Page 3 1.05 QUALITY A
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PART 1- GENERAL SECTION 09220 LATH
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O. Strip Mesh: Expanded galvanized
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Section 09220 Page 5 7. Do plasteri
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PART 1 - GENERAL SECTION 09250 GYPS
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Section 09250 Page 3 2. Erect studs
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Section 09310 Page 3 4. Method #4 (
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Section 09510 Page 2 C. Deliver mat
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PART 1 - GENERAL SECTION 09650 RESI
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Section 09650 Page 3 B. Provide 6%
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Section 09680 Page 2 A. Inspect the
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Section 09800 Page 2 A. Protect adj
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Section 09800 Page 4 3.04 CLEANING
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Section 09950 Page 3 6. Ribs run ve
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Section 09960 Page 4 D. Ferrous Met
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Section 09960 Page 6 Coat 1: Coat 2
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NAPA CENTURY CENTER XD 12 #165582
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Section 10150 Page 2 1. Toilet for
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Section 10200 Page 2 B. Shop Drawin
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3.03 PROTECTION A. Protect installe
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C. Attach securely using black pan
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NAPA CENTURY CENTER XD 12 #165582
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Section 10800 Page 2 H. Soap Dispen
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Section 11201 Page 2 a. Landscaping
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Section 11201 Page 4 PART 3 - EXECU
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Section 11202 Page 2 3. Review cond
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PART 1 - GENERAL SECTION 11400 CONC
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2.03 ITEMIZED LIST OF EQUIPMENT A.
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Section 12484 Page 2 1.05 QUALITY A
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Section 12494 Page 3 1. Hem Pockets
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Section 12494 Page 5 maintenance fr
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Section 12494 Page 7 PART 3 EXECUTI
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PART 1 GENERAL SECTION 13600 PV ELE
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PART 1 - GENERAL SECTION 14240 HYDR
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Section 14240 Page 3 5. Elevator Ma
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Section 14240 Page 5 B. Cab Interio
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Section 14240 Page 7 G. Emergency P
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Section 14240 Page 9 A. General Con
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J. When drawing revisions are issue
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dates in accordance with the Genera
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F. Starters: All starters shall be
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A. Exterior surfaces of pipes, duct
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SECTION 15034 HVAC TESTING AND BALA
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satisfaction of the Architect and t
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1.07 COORDINATION WITH OTHER WORK A
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iron bodies for 125 lbs. WWP, all b
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2.08 SIGNS A. Approved enameled met
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SECTION 15400 PLUMBING PART 1 - GEN
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C. Piping shall not penetrate demis
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shall be responsible for structural
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2.19 DRAINS: Refer to schedule on d
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introduced into each line or stack.
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SECTION 15500 HEATING, VENTILATING
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E. Sealants within the building env
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G. External duct insulation shall b
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not acceptable. 5. Bearings shall b
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2.15 START-UP OF OWNER FURNISHED IC
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END OF SECTION Cinemark 15500 - 11
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for further details on start-up pla
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Temperature Controls Plumbing Recla
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SECTION 16000 GENERAL CONDITIONS FO
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fees required; he shall also obtain
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. Materials of Construction c. Gage
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A. When the Engineer has reviewed e
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A. All necessary cutting and patchi
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SECTION 16050 BASIC ELECTRICAL MATE
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6. Breakers shall be bolt-on. 7. Ea
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D. At the completion of the project
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F. Where connection is made to any
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C. For areas designated by Architec
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S. The contractor shall furnish the
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maximum time delay shall be one (1)
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CEC California Electrical Code 1.04
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. Calpico, Inc. c. Metraflex Co. d.
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3.04 FIRESTOPPING A. Apply firestop
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SECTION 16060 SITE GROUNDING AND BO
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E. Underground Conductors: Bare, ti
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1. Drive ground rods until tops are
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. Equipment Rated More Than 1000 kV
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B. Comply with 29 CFR 1910.145. 1.0
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C. Fasteners for Labels and Signs:
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j. Contactors. k. Remote-controlled
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SECTION 16120 SITE CONDUCTORS AND C
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PART 3 - EXECUTION 3.01 CONDUCTOR A
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SECTION 16130 SITE RACEWAYS AND BOX
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1. Alflex Inc. 2. Electri-Flex Co.
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10. Thomas & Betts Corporation. 11.
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1. Install concealed raceways with
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SECTION 16140 SITE WIRING DEVICES P
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. Pass & Seymour/Legrand; Wiring De
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1. Service Outlet Assembly: Flush t
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SECTION 16400 AUXILIARY ELECTRICAL
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. The detectors shall be designed t
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1. Dimensioned plans, elevations, s
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2.02 MANUFACTURED UNITS A. Enclosur
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2.07 ACCESSORY COMPONENTS AND FEATU
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SECTION 16900 AUTOMATIC TEMPERATURE
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Guaranty-Warranty. END OF SECTION C
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procedures and other requested equi
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GEOTECHNICAL INVESTIGATION REPORT o
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Geotechnical Investigation South Ri
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N Project Site KC ENGINEERING COMPA
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N Not to Scale Project Site PARTIAL
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LOG OF TEST BORING BORING NO.: 1 PR
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Client: Gasser Foundation Client No
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120 110 100 90 80 70 60 50 40 30 20
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Particle Size Distribution Report 1
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N KC ENGINEERING COMPANY 865 Cottin
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865 Cotting Lane, Suite A Vacaville
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TEST PIT NO. DEPTH (feet) 10A 0-4
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APPENDIX B - STORMWATER MANAGEMENT
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STORMWATER POND MODIFICATION SOUTH
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APPENDIX C - LEED CHECKLIST NAPA CE
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LEED 2009 New Construction Project
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LEED 2009 New Construction Project
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