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Section 05520 Page 2 PART 2 - PRODUCTS 2.1 MATERIALS A. Steel Sections: ASTM A36. B. Steel Tubing: ASTM A500, Grade B. C. Steel Pipe: ASTM A53, Type E or S, Grade. B. D. Steel Bolts, Nuts, and Washers: ASTM A307. E. Welding Materials: AWS D1.1; type required for materials being welded. F. Galvanizing: Hot-dip process ASTM A123 typical and ASTM A153 for threaded fasteners performed after fabrication into largest practical section. Weight of coating not less than 2 oz. per sq. ft. of surface. Where damaged, repair surface with one coat of hot process galvanizing repair compound, "Galvalloy", Galvweldalloy", or approved equal. G. Primer: Tnemec Company "Series V10 Red Primer", Sherwin-Williams "Kern Primer"; or approved equal. H. Dissimilar Materials: Separate dissimilar surfaces in contact with or in close proximity to noncompatible metals, concrete masonry, or plaster with neoprene gasket; or other approved means. I. Expansion Bolts: Hilti "Kwik Bolt TZ" Anchors, galvanized unless otherwise indicated. J. Non-shrink Grout: Master builders 928 or equal. K. Provide material with maximum amount of recycled content available that achieves performance requirements of this Section. 2.2 FABRICATION A. Verify dimensions on site prior to shop fabrication. B. Fabricate items with joints tightly fitted and secured. C. Fit and shop assemble in largest practical sections, for delivery to jobsite. D. Grind exposed welds flush and smooth adjacent finished surfaces. Ease exposed edges to small uniform radius. E. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent with design of structure, except where specifically noted otherwise. F. Make exposed joints butt tight, flush and hairline. G. Supply components required for anchorage of metal fabrications. Fabricate anchorage and related components of same material and finish as metal fabrication, except where specifically noted otherwise. 2.3 FINISH A. Clean surfaces of rust, scale, grease, and foreign matter prior to finishing. B. Do not prime surfaces in direct contact bond with concrete or where field welding is required. C. Prime paint interior items with one coat unless scheduled to be galvanized. D. Galvanize exterior items and scheduled interior items to minimum 2.00 oz/sq ft zinc coating. PART 3 - EXECUTION 3.1 PREPARATION A. Obtain Architect's approval prior to site cutting or making adjustments not scheduled. B. Clean and strip primed steel items to bare metal where site welding is scheduled. C. Make provision for erection loads with temporary bracing. Keep work in alignment. D. Supply items required to be cast into concrete with setting templates, for installation under appropriate Sections. 3.2 INSTALLATION A. Install items plumb and level, accurately fitted, free from distortion or defects. B. Perform field welding in accordance with AWS D1.1. C. After installation, touch-up field welds, scratched or damaged surfaces with primer, except repair exposed galvanized work (not to be painted) with hot process field galvanizing, in accord with NAPA CENTURY CENTER XD 12 #165582
Section 05520 Page 3 manufacturer's published directions. 3.3 SCHEDULE A. Provide and install items listed in Schedule and shown on Drawings with anchorage and attachment necessary for installation. The following Schedule lists principal items only. Refer to drawing details for items not specifically scheduled. 1. Miscellaneous plates or angles not attached to structural steel; complete with anchorage for embedment. 2. Exterior mounted ladders. 3. Handrails and guardrails. 4. Bollards. 5. Gates for trash enclosure. 6. Light pole bases. 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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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 205 and 206: PART 1 - GENERAL SECTION 05721 PRE-
Page 207: Section 05721 Page 3 3.03 FINISHING
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 217 and 218: PART 1 - GENERAL NAPA CENTURY CENTE
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
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PART 1 - GENERAL NAPA CENTURY CENTE
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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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