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Section 07110 Page 2 PROPERTIES TEST METHOD RESULTS Tensile Strength, Film ASTM D 412 4,000 PSI minimum Tensile Strength, Membrane ASTM D 412 250 PSI minimum Elongation, Membrane ASTM D 412 300 percent minimum Moisture Vapor Permeance ASTM E 96, Method B 0.1 perms maximum Puncture Resistance, ASTM E 154 40 pounds minimum Membrane Water Absorption, ASTM D 570 0.1 maximum Membrane B. Drainage Board: Three-part prefabricated geocomposite drain consisting of a formed polystyrene core covered on one side with polypropylene filter fabric. Must be able to drain at a minimum rate of 16 gpm per foot of width covered. PART 3- EXECUTION 3.01 PREPARATION A. Prepare substrate to receive waterproofing: 1. Remove protrusions flush with adjacent surface. 2. Remove loose and spalled concrete. 3. Patch holes and depressions with patching compound. 4. Clean surfaces to remove dust, loose aggregate, debris, oil, grease, and other contaminants that could impair adhesion. 5. Prepare dynamic cracks and joints: a. Remove loose and spalled concrete. b. Patch holes and depressions with patching compound. c. Rout out crack or joint to minimum dimensions of ¼ inch deep x ½ inch wide. d. Apply sealant to prepared crack or joint as specified in Section 07920. 3.02 INSTALLATION OF WATERROOFING A. Install waterproofing system in accordance with manufacturer’s instruction and NRCA Manual. B. Surface Conditioner: 1. Apply to coverage rate required by manufacturer. Allow to dry until tack free. 2. Cover only that area that will be covered with membrane in same day. Re-apply if left uncovered over 24 hours. C. Membrane: 1. Form ¾ inch fillet with liquid membrane on inside corners; extend minimum 6 inches in each direction at 90 mils thick. 2. Cracks and joints in substrate: a. Cover static cracks with 9 inch membrane strip. b. Prior to covering joints between tilt wall panels, provide sealant over backer rod at joint and allow 48 hours to cure. Provide 1 ½” backer rod over caulked joint and apply 18” wide membrane strip centered on the joint. Truncate top of backer rod at an angle below the sidewalk. 3. Cover inside and outside corners with minimum 12 inch wide membrane centered over corner. 4. Apply membrane with minimum 2 ½ inch side and end laps; roll surface to eliminate wrinkles and air spaces. 5. Terminate top edge of membrane at grade with metal reglet. 6. Terminate bottom edge of membrane within 1 inch of bottom of wall; seal edge with trowel bead of mastic. 7. Provide double membrane layer minimum 6 inches around penetrations; seal with mastic. NAPA CENTURY CENTER XD 12 #165582
8. If application is not complete at end of work day, seal exposed edges with mastic. Section 07110 Page 3 3.03 FIELD QUALITY CONTROL A. Prior to applying protection course, inspect for voids, ruptures, or other damage; repair any encountered. 3.04 INSTALLATION OF DRAINAGE BOARD A. Apply drainage board immediately following the successful water test. B. Install in accordance with manufacturer’s instructions. C. Cut pieces from roll to required length. Cut to fit around penetrations and at perimeter. D. Secure sheets to waterproofing membrane with adhesive. Place with filter fabric to earth. E. Overlap and secure filter fabric on adjacent sheets. B. Complete backfilling as soon as possible after application of drainage board; within 7 days maximum. 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
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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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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
Page 219: PART 1 - GENERAL SECTION 07110 MEMB
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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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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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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PART 1 - GENERAL 1.01 SCOPE A. Prov
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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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PART 1 - GENERAL 1.01 SCOPE A. Prov
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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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