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Section 09650 Page 2 1. Coved base, 4"x .080 gage, (1/8" thick) Fed. Spec. SS-W4Da, Type I. Color and manufacturer equivalent to that listed in the finish schedule on the drawings. C. Primers and Adhesives: 1. As recommended by tile and base manufacturers, and which will produce good and permanent bond between subfloor and tile, and between wall surfaces and base. 2. Provide Armstrong S-515 Moisture-Resistant adhesive, must be compliant at 0 g/L VOC for VCT at all standared auditoriums. Provide Fritz FA-88, must be compliant at 0 g/L VOC adhesive with Fritz recommended primer for XD auditorium remodals/additions. OR if contractor does not allow for proper cure time of concrete subfloor then use Fritz-FA88 at ALL auditoriums. NO SUBSTITUTIONS. 3. All adhesives, sealants and primers much comply with Section 01352 Indoor Air Quality Management Plan D. Vinyl Reducer Strip: Standard 1" wide tapered vinyl edging. Color to be Black. E. Vinyl Snap-Down Divider: Color to be black and equal to: 1. Flexco #62 Standard edge with #101 smooth aluminum track where carpet abuts a dissimilar floor finish of lesser thickness. 2. Flexco #63 1-1/2" T with #101 smooth aluminum track where carpet abuts a dissimilar floor finish of equal thickness. F. Vinyl Stair Nosing: Johnsonite VCD-40 (Black) for auditoriums stages double undercut carpet vinyl stair nosing. Color to be Black. Use Tempo adhesive. NO SUBSTITUTIONS. PART 3 - EXECUTION 3.01 PREPARATION A. Inspect the substrates before starting work and notify the Contractor in writing with copies to the Architect of apparent conditions that will result in an inferior installation. Do not proceed with work until defects are entirely corrected. B. Installation of materials constitutes the acceptance of the substrates and defects in the finished installation shall be corrected at the expense of the Contractor. 3.02 INSTALLATION A. Resilient Flooring Installation: 1. Layout tile work so that no tiles less than half size occur. 2. Place resilient tile with approved adhesive in accordance with manufacturers recommendations. 3. Butt tiles tightly to vertical surfaces, nosings, edgings, and thresholds. 4. Place tiles tightly laid, even, and in straight parallel lines. 5. Extend tiles into toe spaces, door reveals, and in closets and similar spaces. 6. Lay in “checkerboard” pattern with grain in adjacent units running 90º to each other. B. Rubber Base Installation: 1. Install base and accessory items in accordance with manufacturer's recommended procedures. Use base adhesive as recommended by the base manufacturer. 2. Cut base and fit evenly around projections and into trim strips. Fit closely and evenly at joints. 3. Install in as long lengths as possible. Do not install pieces less than 1'-0" long; instead shorten preceding piece to allow extra length. 4. Use premolded exterior corners at coved base. 5. Neatly miter interior corners. Push down base to follow contours and irregularities in floor. 6. Score back of rubber base at inside corner to fit tightly to wall. C. Spots and smears of adhesive shall be removed immediately. D. Perform initial cleaning of entire resilient flooring installation at completion and leave in perfect condition. 3.03 CLEAN-UP A. Remove excess materials and debris from the premises. B. Replace resilient base or accessories that are damaged, stained, or marred to the satisfaction of the Owner. 3.04 EXTRA STOCK A. Provide in accordance with Section 01750 - Spare Parts and Maintenance Materials. NAPA CENTURY CENTER XD 12 #165582
Section 09650 Page 3 B. Provide 6% additional tile and base, of each type, identical to that installed for maintenance and replacement use. 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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NAPA CENTURY CENTER XD 12 #165582 S
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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
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SECTION 03600 GROUTING STEEL BASE P
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Section 04100 Page 3 D. Provide mat
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Section 04210 Page 2 d. Product Com
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Section 04210 Page 4 B. Lay only dr
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Section 04210 Page 6 A. Contractor
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2. Steel Structures Painting Manual
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Section 05100 Page 4 C. Provide pro
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Section 05100 Page 6 (1) In accorda
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SECTION 05200 STEEL JOISTS PART 1 -
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PART 3 - EXECUTION Section 05200 Pa
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Section 05300 Page 2 product during
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SECTION 05320 METAL FLOOR DECK PART
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SECTION 05330 COMPOSITE METAL FLOOR
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Section 05330 Page 3 A. Composite M
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PART 1 - GENERAL NAPA CENTURY CENTE
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Section 05400 Page 3 F. Protective
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Section 05500 Page 2 I. Bilco: LU-1
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PART 1 - GENERAL SECTION 05510 STEE
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Section 05510 Page 3 H. Dimensions
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Section 05520 Page 2 PART 2 - PRODU
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PART 1 - GENERAL SECTION 05721 PRE-
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Section 05721 Page 3 3.03 FINISHING
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Section 05810 Page 2 1.4 QUALITY AS
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Section 05810 Page 4 3.7 SCHEDULE A
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Section 06100 Page 2 4. Product Com
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PART 1 - GENERAL NAPA CENTURY CENTE
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PART 1 - GENERAL SECTION 07110 MEMB
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8. If application is not complete a
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Section 07210 Page 2 3. Black Matt
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Section 07410 Page 2 3. Product Val
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PART 1 - GENERAL SECTION 07420 COMP
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Section 07420 Page 3 2.04 FABRICATI
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Section 07535 Page 2 will be requir
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Section 07535 Page 4 C. The roofing
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Section 07610 Page 3 B. PANEL DESIG
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PART 1 - GENERAL SECTION 07620 SHEE
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A PART 1 - GENERAL SECTION 07920 SE
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D. Test adhesion to materials in th
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Page 255: Section 08212 Page 3 C. Accessories
Page 258 and 259: A. Schedule deliveries to avoid del
Page 260 and 261: 2.03 FINISH HARDWARE SCHEDULE Furni
Page 262 and 263: Section 08625 Page 2 4. Interior Fl
Page 264 and 265: Section 08625 Page 4 years, or afte
Page 267 and 268: PART 1 - GENERAL 1.01 SCOPE A. Prov
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Page 271: Section 08710 Page 5 17B Storefront
Page 274 and 275: B. Perform glazing on dry surfaces
Page 277 and 278: SECTION 08920 GLAZED ALUMINUM CURTA
Page 279 and 280: Section 08920 Page 3 1.05 QUALITY A
Page 281 and 282: PART 1- GENERAL SECTION 09220 LATH
Page 283 and 284: O. Strip Mesh: Expanded galvanized
Page 285 and 286: Section 09220 Page 5 7. Do plasteri
Page 287 and 288: PART 1 - GENERAL SECTION 09250 GYPS
Page 289 and 290: Section 09250 Page 3 2. Erect studs
Page 293: Section 09310 Page 3 4. Method #4 (
Page 296 and 297: Section 09510 Page 2 C. Deliver mat
Page 299: PART 1 - GENERAL SECTION 09650 RESI
Page 304 and 305: Section 09680 Page 2 A. Inspect the
Page 306 and 307: Section 09800 Page 2 A. Protect adj
Page 308 and 309: Section 09800 Page 4 3.04 CLEANING
Page 315: Section 09950 Page 3 6. Ribs run ve
Page 320 and 321: Section 09960 Page 4 D. Ferrous Met
Page 322 and 323: Section 09960 Page 6 Coat 1: Coat 2
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Page 326 and 327: Section 10150 Page 2 1. Toilet for
Page 328 and 329: Section 10200 Page 2 B. Shop Drawin
Page 330 and 331: 3.03 PROTECTION A. Protect installe
Page 332 and 333: C. Attach securely using black pan
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Page 336 and 337: Section 10800 Page 2 H. Soap Dispen
Page 338 and 339: Section 11201 Page 2 a. Landscaping
Page 340 and 341: Section 11201 Page 4 PART 3 - EXECU
Page 342 and 343: Section 11202 Page 2 3. Review cond
Page 345 and 346: PART 1 - GENERAL SECTION 11400 CONC
Page 347: 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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