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Section 04210 Page 6 A. Contractor shall install sealer as directed by the manufacturer. Coverage and installation rates shall be as per manufacturer’s recommendations. Install sealer in minimum two coats at the rates required. 3.15 DEFECTIVE MASONRY A. Materials or workmanship not conforming to appearance or strength specified, will be deemed defective and shall be removed and replaced at no cost to Owner. B. Defective mortar and grout, as defined under Section 04 05 00; “Mortar and Grout” shall constitute defective masonry. END OF SECTION NAPA CENTURY CENTER XD 12 #165582
SECTION 05100 STRUCTURAL STEEL PART 1 - GENERAL 1.01. SUMMARY A. Section Includes: 1. Steel columns 2. Steel beams 3. Fusion welded anchors 4. Miscellaneous angles and plates 5. Bolts 6. Steel assemblies to be embedded in concrete 7. Laboratory testing and inspection 8. Shop painting 9. Supplementary parts and members necessary to complete and erect structural steel frame 1.02. REFERENCE STANDARDS (LATEST EDITION) A. American Institute of Steel Construction, AISC: 1. AISC Manual of Steel Construction. 2. Specification for the Design, Fabrication and Erection of Structural Steel for Buildings. 3. Code of Standard Practice for Steel Buildings and Bridges. 4. Specification for Structural Joints Using ASTM A325 or A490 Bolts. B. American Society for Testing and Materials: 1. ASTM A36, Standard Specification for Structural Steel. 2. ASTM A53, Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless. 3. ASTM A108, Standard Specification for Steel Bars, Carbon, Cold Finished, Standard Quality. 4. ASTM A123, Standard Specification for Zinc (Hot- Galvanizing) Coatings on Products Fabricated from Rolled, Pressed, and Forged Steel Shapes, Plates, bars and strip. 5. ASTM A143, Recommended Practice for Safeguarding Against Embrittlement of Hot-Dip Galvanized Structural Steel Products and Procedure for Detecting Embrittlement. 6. ASTM A153, Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware. 7. ASTM A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting Materials for High- Temperature Service. 8. ASTM A307, Standard Specification for Carbon Steel Externally Threaded Standard Fasteners. 9. ASTM A325, Standard Specification for High-Strength Bolts for Structural Steel Joints. 10. ASTM A500, Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes. 11. ASTM A501, Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing. 12. ASTM A572, Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Steels of Structural Quality. 13. ASTM A786, Standard Specification for Hot-Rolled Carbon, Low Alloy, High Strength Low Alloy, and Alloy Steel Floor Plates 14. ASTM A992, Standard Specification for Steel for Structural Shapes for Use in Building Framing. 15. ASTM F1554, Standard Specification for Anchor Bolts 16. ASTM B117, Standard Salt Spray (Fog) Testing. C. American Welding Society: 1. AWS D1.1, Structural Welding Code - Steel. 2. AWS D1.3, Structural Welding Code - Sheet Steel. D. Industrial Fasteners Institute: 1. Handbook on Bolt, Nut and Rivet Standards. E. American National Standards Institute: 1. ANSI B18.2, Fasteners. 2. ANSI B27.2, Plain Washers. F. Steel Structures Painting Council, SSPC: 1. Steel Structures Painting Manual, Volume 1, Good Painting Practice. 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
Page 115 and 116: SECTION 02810 PLANTING IRRIGATION P
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Page 122 and 123: Section 02825 Page 4 3.06 PROTECTIO
Page 124 and 125: Section 02810 Page 2 4. Agenda: a.
Page 126 and 127: 2.6 SOIL CONDITIONERS Section 02810
Page 129 and 130: SECTION 03100 STRUCTURAL CONCRETE F
Page 131 and 132: 2.08. MANUFACTURED UNITS A. Round c
Page 133 and 134: SECTION 03200 CONCRETE REINFORCING
Page 135: 3.02. PLACEMENT Section 03200 Page
Page 138 and 139: Section 03250 Page 2 D. Local / Reg
Page 141 and 142: SECTION 03300 STRUCTURAL CONCRETE P
Page 143 and 144: PART 2 - PRODUCTS Section 03300 Pag
Page 145 and 146: Section 03300 Page 5 D. Documentati
Page 147 and 148: Section 03300 Page 7 mixing water a
Page 149: Section 03300 Page 9 truck during p
Page 152 and 153: 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 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 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
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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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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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