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D. The Owner’s rooftop unit supplier shall provide an operational checkout of the rooftop units after the mechanical contractor has performed the required startup. 2.20 AIR FILTERS A. Filters are to be MERV 13 filtration required for return and supply. Provide product data submission for filtration media. B. Install filters in all AHUs, FCU’s and RTU’s C. If the AHUs, FCU’s or RTU’s are started and operated prior to .4 weeks before opening (or substantial completion), the contractor shall protect the evaporator coils from becoming dirty or shall be back charged for cleaning the coils. The protection can include filter changes on a weekly or by weekly basis. D. There shall be a minimum total of two filter changes by the mechanical contractor: one prior to test and balance, and one on opening day. If the rooftop units or air handlers are operated during construction, the contractor is responsible for covering the return air duct openings with filter media and additional filter changes as required to keep the coils clean. 2.21 GUARANTY-WARRANTY A.. The subcontractor shall furnish a written warranty, countersigned and guaranteed by the General Contractor, stating all work executed under this section shall be free from defects of materials and workmanship for a period of one year from the date of final acceptance. B. The above parties further agree that they will, at their own expense, repair and replace all such defective work, and all other work damaged thereby, which becomes defective during the term of the Guaranty-Warranty. 2.22 SMACNA TABLE 1-5 2” RECTANGULAR DUCT REINFORCEMENT IS REPEATED AS FOLLOWS: Cinemark 15500 - 10 Heating, Ventilating and Air Conditioning South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
END OF SECTION Cinemark 15500 - 11 Heating, Ventilating and Air Conditioning South Napa Century Center XD 12 EnviroDesign, Inc., Bid Issue 7-7-11
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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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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 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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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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Page 365 and 366: Section 14240 Page 3 5. Elevator Ma
Page 367 and 368: Section 14240 Page 5 B. Cab Interio
Page 369 and 370: Section 14240 Page 7 G. Emergency P
Page 371: Section 14240 Page 9 A. General Con
Page 374 and 375: J. When drawing revisions are issue
Page 376 and 377: dates in accordance with the Genera
Page 378 and 379: F. Starters: All starters shall be
Page 380 and 381: A. Exterior surfaces of pipes, duct
Page 383 and 384: SECTION 15034 HVAC TESTING AND BALA
Page 385: satisfaction of the Architect and t
Page 388 and 389: 1.07 COORDINATION WITH OTHER WORK A
Page 390 and 391: iron bodies for 125 lbs. WWP, all b
Page 392 and 393: 2.08 SIGNS A. Approved enameled met
Page 395 and 396: SECTION 15400 PLUMBING PART 1 - GEN
Page 397 and 398: C. Piping shall not penetrate demis
Page 399 and 400: shall be responsible for structural
Page 401 and 402: 2.19 DRAINS: Refer to schedule on d
Page 403 and 404: introduced into each line or stack.
Page 405 and 406: SECTION 15500 HEATING, VENTILATING
Page 407 and 408: E. Sealants within the building env
Page 409 and 410: G. External duct insulation shall b
Page 411 and 412: not acceptable. 5. Bearings shall b
Page 413: 2.15 START-UP OF OWNER FURNISHED IC
Page 418 and 419: for further details on start-up pla
Page 420 and 421: Temperature Controls Plumbing Recla
Page 423 and 424: SECTION 16000 GENERAL CONDITIONS FO
Page 425 and 426: fees required; he shall also obtain
Page 427 and 428: . Materials of Construction c. Gage
Page 429 and 430: A. When the Engineer has reviewed e
Page 431 and 432: A. All necessary cutting and patchi
Page 433 and 434: SECTION 16050 BASIC ELECTRICAL MATE
Page 435 and 436: 6. Breakers shall be bolt-on. 7. Ea
Page 437 and 438: D. At the completion of the project
Page 439 and 440: F. Where connection is made to any
Page 441 and 442: C. For areas designated by Architec
Page 443 and 444: S. The contractor shall furnish the
Page 445: maximum time delay shall be one (1)
Page 448 and 449: CEC California Electrical Code 1.04
Page 450 and 451: . Calpico, Inc. c. Metraflex Co. d.
Page 452 and 453: 3.04 FIRESTOPPING A. Apply firestop
Page 455 and 456: SECTION 16060 SITE GROUNDING AND BO
Page 457 and 458: E. Underground Conductors: Bare, ti
Page 459 and 460: 1. Drive ground rods until tops are
Page 461: . 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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