DOCUMENT 00900 ADDENDUM NO. 3 DIVISION 0 & 1 ... · Patch and repair wall finishes for work at power and data locations associated with electrical work, SED.” (sheets not issued)

1947 Center Street Specification No. 16-10983-C Building Renovation Phase 2 Berkeley CA 94704 DOCUMENT 00900 ADDENDUM NO. 3 DIVISION 0 & 1 SPECIFICATIONS

1. Changes to Specifications: a. Document 00300 – a revised Bid Form is attached. b. Document 00430 – a revised Subcontractors List form is attached.

ARCHITECTURAL, MECHANICAL, AND ELECTRICAL See attached from Noll & Tam Architects and Planners. END OF DOCUMENT

Addenda (10-01) 00900 - 1

1947 Center Street Specification No. 16-10983-C Building Renovation Phase 2 Berkeley CA 94704 DOCUMENT 00300 BID FORM To be submitted by 2:00 p.m., on Tuesday, December 8, 2015. CITY OF BERKELEY

PURCHASING MANAGERS OFFICE Martin Luther King, Jr. Civic Center

2180 Milvia Street, Third Floor Berkeley, CA 94704

Telephone (510) 981-7320 Attn: Paul Kaushal, Project Manager Re: Specification No. 16-10983-C

CITY OF BERKELEY

1947 Center Street Building Renovation Phase 2

1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an agreement with the City of

Berkeley ("City") in the form included in the Contract Documents, Document 00510 Agreement, to perform and furnish all Work as specified or indicated in the Contract Documents for the Contract Sum and within the Contract Time indicated in this Bid and in accordance with all other terms and conditions of the Contract Documents.

2. Bidder accepts all of the terms and conditions of the Contract Documents and the Invitation to Bid and

Instructions to Bidders, including without limitation, those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for sixty (60) calendar days after the day of Bid Opening. Bidder will sign and submit the Agreement with Bonds and other documents required by Document 00100 Instructions to Bidders, within ten (10) business days after receipt of City's Notice of Intent to Award.

3. In submitting this Bid, Bidder represents: (a) Bidder has examined all of the Contract Documents and of the following Addenda (receipt of all of

which is hereby acknowledged). Date Number (b) Bidder has visited the site and performed all tasks, research, investigation, reviews, examinations,

analysis, and given notices, regarding the Project and the Site, as set forth in Document 00510 (Agreement), Article 5.

4. Based on the foregoing, Bidder proposes and agrees to fully perform the Work within the time stated and in

strict accordance with the Contract Documents for the following sum of money listed in the following Bid

Bid Form (10-01) 00300 - 1

1947 Center Street Specification No. 16-10983-C Building Renovation Phase 2 Berkeley CA 94704

Schedule:

SCHEDULE OF BID PRICES All bid items, including lump sums, unit prices, and additive alternates must be filled in completely. Quote in words and numerals. Scope of Work is listed in Section 01000 of the Contract Documents. TOTAL BASE BID: All labor, materials, services and equipment necessary for the completion of all of the Work shown in the attached plans, specifications and other Contract Documents, except for that work called for in the Additive Bid Items (if any): _____________________________________________________________Dollars $_______________________ ADDITIVE BID ITEM NO.1: All labor, materials, services and equipment necessary for the completion of the replacement of the existing Simplex Fire Alarm Panel at the Basement Main Electrical Room, as well as all related devices and wiring to and on the 5th and 6th floors. Replacement shall include removal of the existing system and devices and wiring (for the 5th and 6th floors), and installation of new devices and wiring at the 5th and 6th floors, to be tied to the new Siemens XLS System: _____________________________________________________________Dollars $_______________________ 5. Subcontractors and their sub-bids for work included in all bid items and additive or deductive alternates are

listed on the attached Document 00430 Subcontractors List. 6. The undersigned understands that City reserves the right to reject this Bid, but that this Bid shall remain open

and shall not be withdrawn for a period of sixty (60) calendar days from the date prescribed for its opening. 7. If written notice of the acceptance of this Bid, hereinafter referred to as Notice of Award, is mailed or delivered

to the Undersigned within sixty (60) calendar days after the date set for the opening of this Bid, or at any other time thereafter before it is withdrawn, the undersigned will execute and deliver the documents required by Document 00100 Instructions to Bidders including, but not limited to, Document 00510 Agreement, Document 00610 Performance Bond, and Document 00620 Labor and Material Bond, all within ten (10) business days after personal delivery or after receipt in the mails of the Notice of Intent to Award.

8. Notice of Award or request for additional information may be addressed to the undersigned at the address set

forth below. 9. The undersigned herewith encloses a cashier's check, certified check, or corporate surety bond in the amount of

ten percent (10%) of the total of the Total Base Bid and made payable to: City of Berkeley. 10. The undersigned agrees to commence work under this Contract on the date established in Document 00700

General Conditions and to complete all work within the time specified in Document 00510 Agreement.

Bid Form (10-01) 00300 - 2

1947 Center Street Specification No. 16-10983-C Building Renovation Phase 2 Berkeley CA 94704 11. The undersigned agrees that, in accordance with Document 00700 General Conditions, Paragraph 15.E,

liquidated damages for failure to complete all work in the contract within the time specified in Paragraph 10 above shall be as set forth in Document 00510 Agreement.

12. The names of all persons interested in the foregoing Bid as principals are:

(IMPORTANT NOTICE: If Bidder or other interested person is a corporation, give the legal name of corporation, state where incorporated, and names of president and secretary thereof; if a partnership, give name of the firm and names of all individual co-partners composing the firm; if Bidder or other interested person is an individual, give first and last names in full).

NAME OF BIDDER licensed in accordance with an act for the registration of Contractors, and with license number:

Signature of Bidder

NOTE: If Bidder is a corporation, set forth the legal name of the corporation together with the signature of the officer or officers authorized to sign contracts on behalf of the corporation. If Bidder is a partnership, set forth the name of the firm together with the signature of the partner or partners authorized to sign contracts on behalf of the partnership. Business Address:

_________________________________________________________ _________________________________________________________ _________________________________________________________

Telephone Numbers: _________________________________________________________ Date of Bid: ________________________________________________________________

END OF DOCUMENT

Bid Form (10-01) 00300 - 3

1947 Center Street Specification No. 16-10983-C Building Renovation Phase 2 Berkeley CA 94704 DOCUMENT 00430 SUBCONTRACTORS LIST Bidder submits the following information as to the subcontractors Bidder intends to employ if awarded the contract.

Name and Address of Subcontractor and

Location of Mill or Shop License Number

Description of Work: Reference to

Contract Items

Prices Under Subcontract

(Bidder to attach additional sheets if necessary) END OF DOCUMENT

Subcontractors List (10-02) 00430 - 1


1947 Center Street, Berkeley, CA 94704

Addendum #3 Page 1 of 3 11/30/2015

BID ADDENDUM NO. 3

SUMMARY

The following enclosed substitutions, alterations, changes, clarifications, additions and/or deletions to the

plans and specifications are hereby made a part of the contract documents for the above project, and shall

conform with all applicable specifications and details contained herein. This Addendum is a Contract Document.

General

The following changes, additions and deletions shall be made to the following document(s); all other conditions

shall remain the same.

I. GENERAL & SPECIFICATIONS

Item Reference Description

1. Section 10 14 00 –

Signage and

Identification

Devices

Replace “10 14 00 Signage” with attached “Section 10 14 00 - Signage and

Identification Devices”

2. Section 22 00 50 –

Basic Plumbing

Materials &

Methods

Replace previous specification with attached specification Section 22 00 50

which includes basic plumbing materials and methods pertaining to plumbing

systems.

3. Section 22 10 00 –

Plumbing Piping

Systems


which includes plumbing waste, water, and vent piping, and fittings.

4. Section 22 40 00 –

Plumbing Fixtures


which includes fixtures manufacturers, trims and installation etc. Proposed

fixtures are noted on plumbing scheduled sheet P0.2.2 with all connecting

vent, waste and water pipe sizes listed.

II. DRAWINGS

Item Reference Description

1. A1.10.2-A1.14.2 Add General Note ”9. Remove gyp and replace as required to complete work

associated with detail 1/E7.11.2” (sheets not issued)

2. A1.23.2 Add (E) ceiling fan locations.

3. A2.20.2-A2.24.2 Add General Note “14. Patch and repair wall finishes for work at power and

data locations associated with electrical work, SED.” (sheets not issued)

4. A2.43.2 Add (E) ceiling fan locations.

5. A4.01.2 Detail 3/4.01.2, reverse restroom partition door swing.

6. A4.02.2 Detail 4/4.02.2, reverse restroom partition door swing.

7. A4.12.2 Revise keynote 6-07, add keynote 6-17, update permit counter casework design

per details 1, 2, 3, and 4.

8. A4.13.2 Revise Permit Center casework per Details 1, 2W, 5. Add callout 6/A8.51.2 to

detail 1.

9. A5.02.2 Revise detail 2S, 2W, 3 to include updated casework references on sheet

A5.02.2.




10. A7.03.2 Add detail 6/A7.03.2 to show the transition from the proposed guardrail to the

existing conditions to remain.

12. A8.51.2 Add detail 6/A8.51.2 – Display Casework. This detail is referenced on

1/A4.13.2. Revise detail 9/A8.51.2 with updated dimensions.

13. A8.52.2 Revise details 1, 6, 10, 12/A8.52.2 to show updated casework design. Add

Detail 11/A8.52.2.

14. A8.54.2 Revise connection notes at detail 9/A8.54.2

15. A8.55.2 Revise notes at details 1, 2, 3, 4, 5, and 7 on A8.55.2

16. A10.20.2 Add specified required U-Factor, RSHG and VT requirements for glazing, add

reference to Hardware group information in specifications.

17. A10.25.2 Add specified required U-Factor, RSHG and VT requirements for glazing .

18. P0.2.2 Add General Note 4 to read “Refer to specification sections 22 00 50, 22 10 00,

and 22 40 00 for sanitary sewer, sanitary venting, and water distribution system

configuration and sizes. (sheet not issued)

19. P1.10.2 Provide pipe sizes of the existing waste piping system.

20. P2.20.2 Provide pipe sizes of the existing waste piping system to be connected to new

waste piping. Connecting Vent, hot, and cold water pipes are already noted on

plan.

21. P2.23.2 Add Note 1 to fixture SS-1.

III. CLARIFICATIONS TO PRE-BID QUESTIONS

1.

We need either the specifications for your

locks/keyways, or a photo of key (both sides)

and lock core. Could you provide us with this

info so we can properly bid phase 2?

See attached photos of existing lock cores,

contractor to field verify.

2. Specs call out to match species of existing

doors for phase 2. Do you know the specs on

these doors?

See attached photos of existing door wood species

to match, contractor to field verify.

3. Could you tell me what goes back or what is

getting installed back on all flooring? carpet?

or Linoleum? the reason I ask is because demo

drawings indicate to remove flooring and

adhesive in preparation to received new

flooring, I am just trying to figure how clean we

have to leave the concrete floor from adhesive,

please advise.

Refer to Room Finish Schedule, sheets A10.30.2 –

A10.31.2, and Finish Plans, sheets A10.40.2-

A10.44.2 for new flooring, specification Sections 09

68 13 Tile Carpeting 3.02 C, and Section 09 65 00

Resilient Flooring 3.01 B.

4. Will CAD files or Architectural plans be made

available for the fifth and sixth floor to the

successful low bidding fire sprinkler contractor?

Architectural floor plans will be available.

IV. ATTACHMENTS

Section 10 14 00 Signage and Identification Devices




Section 22 00 50 Basic Plumbing Materials & Methods

Section 22 10 00 Plumbing Piping Systems

Section 22 40 00 Plumbing Fixtures

A1.23.2 Third Floor Demo RCP

A2.43.2 Third Floor RCP

A4.01.2 Enlarged Demo and Floor Plans - Restrooms

A4.02.2 Enlarged Demo and Floor Plans - Restrooms

A4.12.2 Enlarged Plans - Permit Center

A4.13.2 Enlarged Elevations – Permit Center

A5.02.2 Interior Elevation – First Level

A7.03.2 Stair Details – Signage and Finishes

A8.51.2 Interior Details - Casework

A8.52.2 Interior Details – Casework Permit Center

A8.54.2 Interior Details – Misc Details

A8.55.2 Interior Details – Restroom Details

A10.20.2 Door Schedule

A10.25.2 Main Entry Door Details

P1.10.2 Basement Plumbing Demo Plan

P2.20.2 Basement Plumbing Floor Plan

P2.23.2 Third Floor Plumbing Plan

Existing Door Hardware Images.pdf Example images of existing door hardware

Existing Door Images.pdf Example images of existing door finishes by floor

END OF ADDENDUM 3

CITY OF BERKELEY Specification No. 16-10983-C 1947 CENTER STREET BUILDING RENOVATION PHASE 2 Berkeley, California 94704

Signage and Identification Devices

(11-30-15) 10 14 00 - 1

SECTION 10 14 00

SIGNAGE AND IDENTIFICATION DEVICES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes provisions of exterior and interior signage including, but not limited to: 1. Building title, address, and Hours of Operation. 2. Code-required signage per CBC, ADA and Title 24. 3. Fire and life safety signage per CFC. 4. Lobby wayfinding and stairwell identification. 5. Visitor, administrative, and staff-oriented signage. 6. Directory or orientation display signage, counter information. 7. Directional, informational, and operational signage. 8. Area identification and information desk signage.

B. Section includes: 1. Providing interior and exterior identifying devices where indicated on the Drawings

complete and in place. 2. Providing all engineering of sign and graphic items including, but not limited to internal

structure and mechanical parts. 3. Providing all submittals and prototypes with copy. 4. Obtaining all government and agency approval as necessary. 5. Coordination with related trades as necessary, including structural, electrical, lighting,

casework and cabinetry work. 6. Providing all necessary services, labor, materials, insurance, barricades and safety

devices, and products to fabricate and install, remove or relocate any or all sign and/or graphic items included in the documents.

C. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this section.

D. Related Sections 1. 06 20 23: Interior Finish Carpentry 2. 06 40 23: Interior Architectural Woodwork 3. 08 11 13: Hollow Metal Doors and Frames 4. 08 14 16: Flush Wood Doors 5. 08 45 11: Translucent Linear Channel Glazing System 6. 08 62 00: Unit Skylights 7. 09 29 00: Gypsum Board



(11-30-15) 10 14 00 - 2

1.2 REFERENCES

A. ADA: Americans with Disabilities Act.

B. CBC: California Building Code, 2015 Edition.

C. T24: California Title 24.

D. CFC: California Fire Code.

1.3 SYSTEM DESCRIPTION

A. Design Requirements: Design all signs as indicated and to meet ADA, CBC, and Title 24 requirements. In the event a conflict is encountered between the contract documents and either of these codes, submit a proposed solution to the Architect for approval prior to fabricating signs.

1.4 QUALITY ASSURANCE

A. Regulatory Requirements Sections 1. Comply with ADA and CBC Braille signage requirements.

1.5 SUBMITTALS

A. Product Data: Submit manufacturers’ catalog sheets, brochures, diagrams, schedules, charts, illustrations, test results and/or other standard descriptive data. 1. Mark up each copy to identify pertinent materials, products or models. 2. Show dimensions and clearances required, performance characteristics and capabilities,

and wiring diagrams and/or controls as applicable.

B. Shop Drawings: 1. All shop drawings shall be neat, well organized and clearly legible. Elevations and plan

views from the Construction Drawings may be reproduced for the sake of expedience where appropriate.

2. All shop drawings shall be drawn to scale and not subsequently reduced to fit a drawing format.

3. Submit elevations and plan views for all sign types, including graphic layouts, complete dimensions, materials, locations of all exposed fasteners, colors and finishes. Determine the total quantity for each sign type and note it in the shop drawings.

4. Submit comprehensive section drawings for sign types where applicable, including sections of all typical members. Show fabrication and installation details, including details for securing members to one another, to building structures, and/or to site work. Show interior construction, reinforcements, anchorages, components and finishes. Reproduction of section drawings shown in Construction Drawings shall not be acceptable.

5. Site Condition Verification: Where required by the Architect for specific items, Contractor shall inspect site to confirm installation conditions, then submit shop



(11-30-15) 10 14 00 - 3

drawings and/or written documentation for approval indicating proposed mounting devices.

6. Exact replications of Bid documents will be rejected. 7. Fasteners: Detail methods of fastenings and provide exact specifications for all fasteners

noted on shop drawings. 8. Sign location: Provide Graphic Schedule and location plans to identify and locate all

signs. Item numbers listed in the Graphic Schedule shall be found on location plans and shall identify locations of specific sign items.

C. Samples: 1. Color and Finish: Submit 3 each, 6 inch by 6 inch samples of all paint

colors, screen colors, vinyl colors and material finishes. All paint and screen colors are to be applied to the appropriate substrate.

2. Contractor to submit verification of paint manufacturer used for submittal. 3. Prior to submittal, Contractor shall verify that all colors submitted as samples match

accurately the samples or specifications provided by Architect. 4. Typeface(s): Submit complete typeface font(s), including upper and lower case letters,

numbers and punctuation, for all typeface(s) specified. Include typeset “City of Berkeley 1947 Center Street”. Also submit samples of letter and word spacing for each cap height specified. Architect to provide all necessary fonts and electronic vector (Adobe Illustrator EPS) artwork where necessary.

5. Provide listing of the material and application for each coat of each finish sample. 6. Acrylic: Submit color and finish samples of plastics for approval before proceeding with

fabrication. No substitution in color, thickness, finish or plastics will be accepted without written approval of the Architect.

D. Prototypes 1. Prototypes: Submit one full-size complete prototype each for the following Sign Types: 2. 1 flat cut-out bronze letter 3. 1 room identification sign 4. 1 3Form counter identification sign 5. 1 metal sign with cutout letterforms 6. 1 3Form wayfinding directional sign 7. Vinyl samples 8. Additional samples and prototypes as requested.

E. Patterns 1. Submit one full size pattern for each sign type. All patterns shall be printed on a

single carrier sheet and shall include the perimeter of the sign panel.

F. Quality Control 1. Samples and prototypes may be permanently installed if approved, unless

otherwise noted by the Architect. 2. If requested by Architect, submit manufacturer’s installation instructions for each type of

specialty sign. Include only relevant pages, or manufacturer’s standard drawings modified to delete non-applicable data.



(11-30-15) 10 14 00 - 4

3. Pre-Installation Conferences: Sign location shown on the location plans are for general information only. Prior to installation and as required, arrange meetings with the Architect and COB at the site for final location for all sign items.


A. Do not scale drawings for dimensions. Use only the written dimension indicated on the Drawings, unless such is to be found in error. Contractor shall verify and be responsible for all dimension and conditions shown by the Drawings, and shall visit the site to inspect and verify field conditions prior to fabrication and installation. The Architect shall be notified, in writing, of all discrepancies on the Drawings, in field dimensions or conditions, and of changes required in construction details.

B. Provide each type of sign as a complete unit produced by a single manufacturer, including all required mounting accessories, fittings and fastenings.

C. All details shown in the Drawings shall be followed for exterior appearance. Minor changes in interior construction will be accepted in order to conform to Contractor’s shop practices or engineering requirements when, in the Architect’s sole judgment, such changes do not detract materially from design concept or intent. Contractor shall circle all such changes on the shop drawings.

D. Completed work shall be structurally sound, and free from scratches, distortions, chips, breaks, blisters, holes, splits or other disfigurements considered as imperfections for the specific material.

PART 2 - PRODUCTS

2.1 ACCEPTABLE SIGN FABRICATORS

A. VKK Signs 812 Sweeney Avenue, Redwood City CA 94063 650-368-3688 Dan Kitzmiller

B. Lahue & Associates 2280 Palou Avenue, San Francisco CA 94124 415-206-9136 John Gallagher

C. Martinelli Environmental Graphics 1829 Egbert Avenue, San Francisco, CA 94124 415-468-4000 Jeff Osicka



(11-30-15) 10 14 00 - 5

D. The proposed substitution of other sign fabricators for those listed above may be considered by the Architect if said sign fabricator(s): 1. Demonstrates that his/her applicable product(s) are equal in salient characteristics such as

construction, quality, durability, appearance and warranty to those of the acceptable sign fabricators listed.

2. Supplies three positive references for comparable work.

2.2 MATERIALS

A. Plastic signs for general Room ID signage: Matte finish acrylic plastic, minimum 1/8-in thick, without frame, with corner radiused. Message and background color shall be sub-surface printed. Provide with raised room numbers and Braille. 1. Mounting tape: Double-sided vinyl foam tape, “VHB” by 3M, or equal. Provide silicone

adhesive for attachment to wall surface. 2. Fasteners: Where fasteners are indicated or required, use exposed “torx type” tamper-

proof security screws. 3. Coatings for Acrylic Plastic Sheet: Use colored coatings, including inks and paints for

copy and background colors, that are recommended by acrylic manufacturers for optimum adherence to acrylic surface and are non-fading for the application intended.

4. Acrylic Signs: comply with requirements indicated for materials, thickness, finishes, colors, designs, shapes and sizes, and details of construction.

5. Unframed Acrylic signs: Fabricate signs with edges mechanically and smoothly finished to conform with the following requirements: a. Edge conditions: square cut b. Corner conditions: ½” in radius

6. Produce smooth, even, level sign panel surfaces, constructed to remain flat under installed conditions within a tolerance of plus or minus 1/16-inch measured diagonally.

7. Graphic Content and Style: Provide sign copy that complies with the requirements indicated for size, style, spacing, content, position, material, finishes and colors of letters, numbers and other graphic devices.

8. Photopolymer (raised copy): Machine-cut copy characters from matte finish opaque acrylic sheet and chemically weld onto the acrylic sheet forming sign panel face. Produce precisely formed characters with square cut edges free from burrs and cut marks. a. Panel Material: Matte-finished acrylic stock with opaque color coating surface

applied; 2 colors, minimum 70 percent contrast between color 1 and 2. b. Raised Copy Thickness: Not less than 1/32-inch.

B. Aluminum 1. Flat Sheet or Barstock for all work as required, brushed finish fine #6.

C. Cast Acrylic Sheet 1. Provide cast (not extruded or continuous cast) methyl plastic sheet, in sizes, thickness and

finishes indicated, with an minimal flexural strength of 16,000 pounds per square inch when tested in accordance with ASTM D790, and a maximum allowable continuous service temperature of 176 degrees Fahrenheit.



(11-30-15) 10 14 00 - 6

2. Cast acrylic sheet shall have a flame resistance such that application of a lighted match shall not produce melting, flashing, flaring or distortion. This material shall not ignite at a temperature less than 800 degrees Fahrenheit.

3. Carefully follow manufacturer’s recommended fabrication procedures regarding expansions/contractions, fastening and restraining of acrylic plastic.

D. Braille 1. Contractor shall be responsible for the accurate translation of all applicable tactile copy to

Contracted Grade 2 Braille upper and lower case. All Braille shall be produced in accordance with California Title 24 requirements: Dots shall be 1/10 inch (2.54 mm) on centers in each cell with 2/10 inch (5.08 mm) space between cells. Dots shall be raised on a minimum of 1/40 inch (0.635 mm) above the background.

E. Applied Tactile Copy 1. Contractor shall provide 1/32” Rowmark ADA Alternative Applique in color called out

in the construction drawings. No substitutions on this item, which is available through: Laminated Fabricators 1145 San Mateo Avenue, San Bruno, CA 94066 (800) 526-3225

F. Fasteners, Hardware and Devices: Stock proprietary fastening devices approved standard manufacture such as cadmium plated screws, bolts and washers, and stainless steel hinges. Use SST fasteners where specified. 1. Conceal all fasteners expect where noted or shown otherwise. 2. Finish on all exposed devices to match overall sign finish, unless otherwise noted. 3. Provide vandal-resistant fasteners at all exposed locations unless otherwise noted. 4. Use fasteners fabricated from metals that are noncorrosive to either the sign material(s) or

mounting surface.

G. Very High Bond Tape 1. Provide #4905/.020”/clear and/or #4950/.045”/white closed cell acrylic foam carrier with

VHB adhesive, very high solvent resistance and very high shear and peel adhesion, as manufactured by 3M Scotch or approved equal.

H. Acrylic Polyurethane Paint 1. Provide acrylic polyurethane with ultraviolet inhibitors and lightfast, weather, abrasion

and graffiti resistant additives as manufacturer’s: Matthews Paint Company (800) 323-6593.

2. Prime and finish coats shall be mixed and applied in accordance with manufacturer’s specifications. Paint finish shall be smooth, free of scratched, gouges, drops, bubbles, thickness variations, foreign matter or other imperfections.

3. Provide as CCR Title 24-compliant non-glare finish for all interior applications. 4. Provide semi-gloss finish for all exterior applications.

I. Screen Media



(11-30-15) 10 14 00 - 7

1. Screened graphics shall be produced with screening ink or paint compatible with substrate, using mesh of 390 or finer to produce clean, sharp edges. Media must be opaque, with full even coverage, and free from hickeys, dust, bubbles and/or other blemishes or foreign matter.

J. Vinyl Film 1. Provide opaque reflective or non-reflective vinyl film as indicated, 0.0355 minimum

thickness, with pressure sensitive permanent adhesive backing; 3M Scotchcal or approved equal.

2. All colors shall be integral and not surface applied expect where custom color(s) are specified in the Drawings. All custom colors shall be flood coated on white vinyl.

K. 3Form 1. Provide 3Form in color called out in the construction drawings. No substitutions on this

item, which is available through: Debra Williges 3-Form.com 801.649.2665 415.710.9440 [email protected]

2.3 FABRICATION

A. Intent of Specifications: All finished work shall be of the highest quality in order to pass eye-level examination and scrutiny by Architect. 1. All Work shall be free from burrs, dents, raw edges and sharp corners. 2. Finish all welds on exposed surfaces as required so they are not visible in the finished

Work. 3. Finish all surfaces smooth unless otherwise indications or specified. 4. Surfaces which are intended to be flat shall be free from bulges, oil canning, gaps or other

physical deformities. Such surfaces shall be fabricated to remain flat under installed conditions.

5. Surfaces which are intended to be curved shall be smoothly free-flowing to the required shape(s).

6. Fabricate all cabinets, panels and components with smooth, mechanically finished edges. All edges shall be true, and all corners shall be square. Where edges are specified to be painted, fill and sand smooth as required prior to painting.

7. Cut routed letterforms and/or graphics clean and true to match adjacent surface-applied letterforms and/or graphics.

8. Exercise care to protect all polished and/or plated surfaces so that they remain unblemished in the finished Work.

9. Isolate dissimilar materials. Exercise particular care to isolate nonferrous metals from ferrous metals as required to prevent corrosion.

10. All surfaces shall be flat to a tolerance of plus or minus 1/16’ when measured at any point with a ten-foot straight edge.



(11-30-15) 10 14 00 - 8

11. All visible sign surfaces of the same type shall have the same finish. Color and/or finish shall be consistent across the entire surface of a sign.

12. All reveals shall be uniform width; all butt joints shall be tight and closed along the entire length; all access panels shall have a nominal, uniform gap all around.

13. All expansion joints, when required, shall be positioned so as not to interfere with the look or finish of any sign message or the overall appearance of the sign face.

14. All gaps between milled components, when assembled, shall not exceed a tolerance of .005.”

B. Provide colors and/or finish textures as specified or indicated in the Drawings or, where not specified or indicated, as selected by Architect. 1. Interior Colors/Finishes: Colors of sign graphics (text, arrows and/or symbols) shall have

a minimum of 70% contrast with sign background behind graphics. 2. Finish shall be non-glare on all sign backgrounds behind graphics on identifications and

directional signs.

C. Graphics 1. All text, arrows and symbols shall be provided in the sizes, colors, typefaces

and spacing specified in the Drawings. 2. All text shall be a true, clean, digitally or photomechanically accurate reproduction of the

typeface(s) specified, with letterspacing and directional arrows as shown in the Drawings. 3. Lettering & Custom Typography: use Macintosh OSX fonts and digital files provided by

Architect. 4. Arrows and Symbols: Use digital files provided by Architect in Adobe Illustrator CS5 for

Macintosh. 5. Custom shapes and graphics: Use digital files provided by Architect in

Adobe Illustrator CS5 for Macintosh.

D. Sign Schedule

E. Digital Artwork 1. All digital artwork files prepared by the Architect for the Contractor’s use shall be in a

single layer. 2. Any and all manipulations of the files requires for subsequent use by the Contractor, such

as spreads and traps for silkscreen negatives, or conversion to outline or EPS, shall be the responsibility of the same unless explicitly agreed otherwise by the Architect.

PART 3 - EXECUTION

3.1 INSPECTION

A. Architect reserves the right to inspect the Work in the Contractor’s shop before it is shipped to the job site for installation.

B. Contractor shall inspect all installation locations for conditions which will adversely affect the execution, performance and/or quality of the Work, and notify Architect in writing of any and



(11-30-15) 10 14 00 - 9

all unsatisfactory conditions. Contractor shall not proceed with installation until said unsatisfactory conditions have been corrected. Commencement of the installation indicated acceptance of the site conditions and guarantees delivery of an acceptable product.

3.2 INSTALLATION

A. Pre-installation Walkthrough/Field-Staking 1. Attend a pre-installation walkthrough at the job site to confirm all typical installation

conditions and determine installation locations for non-typical conditions. 2. The exact locations of all exterior signs will be determined and field-staked at this time.

B. General 1. Install signage in neat and proper manner. 2. Install sign items, including all components, in accordance the reviewed Graphic

Schedule at locations shown. 3. Install signs properly aligned, level and true to line and dimension.

C. Install with reviewed manufacturer’s adhesive or mechanical fasteners after application of finish paintings at heights noted.

3.3 SIGN LOCATIONS

A. All signs identifying permanent rooms and spaces shall be located in compliance with CBC 11B-703. Sign to be located at latch side of door, or, if there is insufficient wall space, on the nearest wall, preferably to the right.

B. Symbol signs on restroom doors shall be located in compliance with CBC 11B-703.7.2.6.

3.4 SITE CLEANUP

A. Final Cleanup 1. Clean and /or repair all evidence of installation work or damage to site work

or other adjacent surfaces prior to completion of work. 2. Clean up work area after all installation have been completed. 3. Restore all disturbed ground cover. 4. Remove all protective materials and dispose of properly off site.

3.5 CLEANING AND PROTECTION

A. At completion of installation, clean all sign surfaces in accordance with manufacturer’s instructions.

B. Protect all signs from damage until acceptance by Architect; repair or replace damaged units as required.



(11-30-15) 10 14 00 - 10

C. Clean and/or repair all evidence of installation work or damage to adjacent surfaces prior to completion of work.

D. Remove all protective materials and dispose of properly off site.

3.6 CONTRACT CLOSE-OUT ITEMS

A. Provide Owner with one quart paint for each paint color specified.

B. Provide Owner with written instructions for proper cleaning of the signs.

C. Note any solvents that should not be used.

END OF SECTION 10 14 00

CITY OF BERKELEY Specification No. 16-10983-C

1947 CENTER STREET BUILDING RENOVATION

PHASE 2

Berkeley, California 94704

Basic Plumbing Materials And Methods

(11-30-15) 22 00 50 - 1

SECTION 22 00 50 - BASIC PLUMBING MATERIALS AND METHODS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Valves and fittings.

B. Gauges.

C. Thermometers.

D. Access Doors.

E. Expansion loops.

F. Flexible joints.

G. Insulation.

1.2 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

B. This Section is a part of each Division 22 Section.

1.3 ADDITIONAL REQUIREMENTS

A. Furnish and install any incidental work not shown or specified which is necessary to provide a

complete and workable system.

B. Make all temporary connections required to maintain services during the course of this Contract

without additional cost to the Owner. Notify the Owner seven days in advance before

disturbing any service.

1.4 REFERENCED STANDARDS

A. Where material or equipment is specified to conform to referenced standards, it shall be

assumed that the most recent edition of the standard in effect at the time of bid shall be used.

1. CSA – Canadian Standards Association International

2. ANSI - American National Standards Institute

3. ASTM - American Society for Testing and Materials

4. CCR - California Code of Regulations



PHASE 2



(11-30-15) 22 00 50 - 2

a. Title 8 - Division of Industrial Safety, Subchapter 7; General Industry Safety

Orders, Articles 31 through 36

5. NCPWB - National Certified Pipe Welding Bureau

6. CEC - California Electrical Code

7. NEMA - National Electrical Manufacturers' Association

8. NFPA - National Fire Protection Association

9. OSHA - Occupational Safety and Health Act

10. UL - Underwriters' Laboratories, Inc.

1.5 DRAWINGS

A. Examine Contract Documents prior to bidding of work and report discrepancies in writing to

Architect.

B. Contractor shall visit Project site and examine existing conditions in order to become familiar

with Project scope. Verify dimensions shown on Drawings at Project site. Bring discrepancies

to the attention of Architect. Failure to examine Project site shall not constitute basis for claims

for additional work because of lack of knowledge or location of hidden conditions that affect

Project scope.

C. Drawings showing location of equipment and materials are diagrammatic and job conditions

will not always permit installation in location shown. The Plumbing Drawings show general

arrangement of equipment and materials, etc., and shall be followed as closely as existing

conditions, actual building construction, and work of other trades permit.

1. Architectural and Structural Drawings shall be considered part of the Work. These

Drawings furnish Contractor with information relating to design and construction of the

Project. Architectural Drawings take precedence over Plumbing Drawings.

2. Because of the small scale of Plumbing Drawings, not all offsets, fittings, and accessories

required are shown. Investigate structural and finish conditions affecting the Work and

arrange Work accordingly. Provide offsets, fittings, and accessories required to meet

conditions. Inform Architect immediately when job conditions do not permit installation

of equipment and materials in the locations shown. Obtain the Architects approval prior

to relocation of equipment and materials.

3. Relocate equipment and materials installed without prior approval of the Architect.

Remove and relocate equipment and materials at Contactors’ expense upon Architects’

direction.

4. Minor changes in locations of equipment, piping, etc., from locations shown shall be

made when directed by the Architect at no additional cost to the Owner providing such

change is ordered before such items of work, or work directly connected to same are

installed and providing no additional material is required.

D. Execute work mentioned in Specifications and not shown on Drawings, or vice versa, the same

as if specifically mentioned or shown in both.



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(11-30-15) 22 00 50 - 3

1.6 REQUIREMENTS OF REGULATORY AGENCIES

A. The publications listed below form part of this specification; comply with provisions of these

publications except as otherwise shown or specified.

1. California Building Code, 2013

2. California Electrical Code, 2013

3. California Energy Code, 2013

4. California Fire Code, 2013

5. California Green Building Standards Code, 2013

6. California Mechanical Code, 2013

7. California Plumbing Code, 2013

8. California Code of Regulations, Title 24

9. California Health and Safety Code

10. CAL-OSHA

11. California State Fire Marshal, Title 19 CCR

12. National Fire Protection Association

13. Occupational Safety and Health Administration

14. Other applicable state laws

B. Nothing in Drawings or specifications shall be construed to permit work not conforming to

these codes, or to requirements of authorities having jurisdiction. It is not the intent of

Drawings or specifications to repeat requirements of codes except where necessary for clarity.

C. Comply with State of California 2013 Energy Code for all systems, equipment, and

construction.

D. When Contract Documents differ from governing codes, furnish and install larger size or higher

standards called for without extra charge.

E. No material installed as part of this Work shall contain asbestos.

1.7 FEES AND PERMITS

A. Obtain and pay for all permits and service required in installation of this work; arrange for

required inspections and secure approvals from authorities having jurisdiction. Comply with

requirements of Division 01.

B. Arrange for utility connections and pay charges incurred, including excess service charges.

1.8 UTILITY CONNECTIONS

A. Bear the cost of construction related to utility services, from point of connection to utility

services shown on Contract Documents. This includes piping, excavation, backfill, meters,

boxes, check valves, backflow prevention devices, general service valves, concrete work, and

the like, whether or not Work is performed by Contractor, local water/sanitation district, public

utility, other governmental agencies or agencies’ assigns.



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(11-30-15) 22 00 50 - 4

1.9 FRAMING, CUTTING AND PATCHING

A. Special framing, recesses, chases and backing for Work of this Section, unless otherwise

specified, are covered under other Specification Sections.

B. Contractor is responsible for placement of pipe sleeves, hangers, inserts, supports, and location

of openings for the Work.

C. Cutting, patching, and repairing of existing construction to permit installation of equipment, and

materials is the responsibility of Contractor. Repair or replace damage to existing work with

skilled mechanics for each trade.

D. Cut existing concrete construction with a concrete saw. Do not utilize pneumatic devices.

E. Core openings through existing construction for passage of new piping and conduits. Cut holes

of minimum diameter to suit size of pipe and associated insulation installed. Coordinate with

building structure, and obtain Structural Engineer's approval prior to coring through existing

construction.

1.10 SUBMITTALS

A. Submittal packages may be submitted via email as PDF electronic files, or as printed packages.

PDFs shall be legible at actual size (100 percent). Provide seven copies of printed submittal

packages.

B. Provide submittal of materials proposed for use as part of this Project. Product names in

Specifications and on Drawings are used as standards of quality. Furnish standard items on

specified equipment at no extra cost to the Contract regardless of disposition of submittal data.

Other materials or methods shall not be used unless approved in writing by Architect.

Architect's review will be required even though "or equal" or synonymous terms are used.

Refer to Division 01 for complete instructions.

1. Partial or incomplete submittals will not be considered.

2. Quantities are Contractor's responsibility and will not be reviewed.

3. Provide materials of the same brand or manufacturer for each class of equipment or

material.

4. Identify each item by manufacturer, brand, trade name, number, size, rating, or other data

necessary to properly identify and review materials and equipment. Words "as specified"

are not sufficient identification.

5. Identify each submittal item by reference to items’ Specification Section number and

paragraph, by Drawing and detail number, and by unit tag number.

6. Organize submittals in same sequence as in Specification Sections.

7. Show physical arrangement, construction details, finishes, materials used in fabrications,

provisions for piping entrance, access requirements for installation and maintenance,

physical size, mechanical characteristics, foundation and support details, and weight.



PHASE 2



(11-30-15) 22 00 50 - 5

a. Submit Shop Drawings, performance curves, and other pertinent data, showing

size and capacity of proposed materials.

b. Specifically indicate, by drawn detail or note, that equipment complies with each

specifically stated requirement of Contract Documents.

c. Drawings shall be drawn to scale and dimensioned (except schematic diagrams).

Drawings may be prepared by vendor but must be submitted as instruments of

Contractor, thoroughly checked and signed by Contractor before submission to

Architect for review.

d. Catalog cuts and published material may be included with supplemental scaled

drawings.

C. Review of submittals will be only for general conformance with design concept and general

compliance with information given in Contract Documents. Review will not include quantities,

dimensions, weights or gauges, fabrication processes, construction methods, coordination with

work of other trades, or construction safety precautions, which are sole responsibility of

Contractor. Review of a component of an assembly does not indicate acceptance of an

assembly. Deviations from Contract Documents not clearly identified by Contractor are

Contractor’s responsibility and will not be reviewed by Architect.

D. Within reasonable time after award of contract and in ample time to avoid delay of construction,

submit to Architect Shop Drawings or submittals on all items of equipment and materials

provided. Provide submittal in at least seven copies and in complete package.

1. Shop Drawings and submittals shall include Specification Section, Paragraph number,

and Drawing unit symbol or detail number for reference. Organize submittals into

booklets for each Specification section and submit in loose-leaf binders with index.

Deviations from the Contract Documents shall be prominently displayed in the front of

the submittal package and referenced to the applicable Contract requirement.

E. Furnish to the Project Inspector complete installation instructions on material and equipment

before starting installation.

F. Product Data for California Green Building Standards Code Compliance: For adhesives and

sealants, including primers, documentation of compliance including printed statement of VOC

content and chemical components.

G. Provide product data for insulation products, including insulation, insulation facings, jackets,

adhesives, sealants, and coatings, indicating compliance with requirement that these products

contain less than 0.1 percent (by mass) polybrominated diphenyl ethers (PBDEs) in penta, octa,

or deca formulations.

H. Pipe, pipe or plumbing fittings, fixtures, solder and flux installed in a system providing water

for human consumption shall comply with lead free requirements of the California Health and

Safety Code Section 116875. Provide submittal information for products third-party certified

by an approved laboratory as complying with California Health and Safety Code Section

116875.



PHASE 2



(11-30-15) 22 00 50 - 6

I. Delegated-Design Submittal: For seismic supports, anchorages, and restraints indicated to

comply with performance requirements and design criteria.

1. Calculations performed for use in selection of seismic supports, anchorages, and

restraints shall utilize criteria indicated in Structural Contract Documents.

2. Supports, anchorage and restraints for piping, ductwork, and equipment shall be an

OSHPD pre-approved system such as Tolco, Afcon, ISAT, Badger, Mason, or equal.

Pipes, ducts and equipment shall be seismically restrained in accordance with

requirements of current edition of California Building Code. System shall have current

OPM number and shall meet additional requirements of authority having jurisdiction.

Provide supporting documentation required by the reviewing authority and the Architect

and Engineer. Provide layout drawings showing piping, ductwork and restraint locations.

a. Bracing of Piping and Equipment: Specifically state how bracing attachment to

structure is accomplished. Provide shop drawings indicating seismic restraints,

including details of anchorage to building. In-line equipment must be braced

independently of piping, and in conformance with applicable building codes.

Provide calculations to show that pre-approval numbers have been correctly

applied in accordance with general information notes of pre-approval

documentation. Gas pipe bracing shall be designed in accordance with California

Building Code Section 1615A.1.22 and ASCE 7- Section 13.6. Coefficient Ip =

1.5 shall be used for gas piping bracing calculations.

3. In lieu of the above or for non-standard installations not covered in the above pre-

approved systems, Contractor shall provide layout drawings showing piping, ductwork,

and restraint locations, and detail supports, attachments and restraints, and furnish

supporting calculations and legible details sealed by a California registered structural

engineer, in accordance with 2013 California Building Code

4. Additional Requirements: In addition to the above, conform to all state and local

requirements.

1.11 SUBSTITUTIONS

A. Refer to Division 01 for complete instructions. Requirements given below are in addition to or

are intended to amplify Division 01 requirements. In the case of conflict between requirements

given herein and those of Division 01, Division 01 requirements shall apply.

B. It is the responsibility of Contractor to assume costs incurred because of additional work and or

changes required to incorporate proposed substitute into the Project. Refer to Division 01 for

complete instructions.

C. Substitutions will be interpreted to be all manufacturers other than those specifically listed in

the Contract Documents by brand name, model or catalog number.

D. Only one request for substitution will be considered for each item of equipment or material.



PHASE 2



(11-30-15) 22 00 50 - 7

E. Substitution requests shall include the following:

1. Reason for substitution request.

2. Complete submittal information as described herein; see “Submittals.”

3. Coordinated scale layout drawings depicting position of substituted equipment in relation

to other work, with required clearances for operation, maintenance and replacement.

4. List optional features required for substituted equipment to meet functional requirements

of the system as indicated in Contract Documents.

5. Explanation of impact on connected utilities.

6. Explanation of impact on structural supports.

F. Installation of reviewed substitution is the Contractors’ responsibility. Any mechanical,

electrical, structural, or other changes required for installation of reviewed substituted

equipment or material must be made by the Contractor without additional cost to the Owner.

Review by the Architect of the substituted equipment or material, including dimensioned

Drawings will not waive these requirements.

G. Contractor may be required to compensate the Architect for costs related to substituted

equipment or material.

1.12 OPERATION AND MAINTENANCE MANUAL

A. Furnish three complete sets of Operation and Maintenance Manual bound in hardboard binder,

and one compact disc containing complete Operation and Maintenance Manual in searchable

PDF format. Provide Table of Contents. Provide index tabs for each piece of equipment in

binder and disc. Start compiling data upon approval of submittals.

1. Sets shall incorporate the following:

a. Service telephone number, address and contact person for each category of

equipment or system.

b. Complete operating instructions for each item of plumbing equipment.

c. Copies of guarantees/warrantees for each item of equipment or systems.

d. Test data and system balancing reports.

e. Typewritten maintenance instructions for each item of equipment listing lubricants

to be used, frequency of lubrication, inspections required, adjustment, etc.

f. Manufacturers' bulletins with parts numbers, instructions, etc., for each item of

equipment.

g. Control diagrams and literature.

h. A complete list or schedule of all scheduled valves giving the number of the valve,

location and the rooms or area controlled by the valve. Identify each valve with a

permanently attached metal tag stamped with number to match schedule. Post list

in frame under plastic on wall in mechanical room or where directed by Architect.

i. Check test and start reports for each piece of plumbing equipment provided as part

of the Work.

j. Commissioning and Preliminary Operation Tests required as part of the Work.



PHASE 2



(11-30-15) 22 00 50 - 8

B. Post service telephone numbers and/or addresses in an appropriate place as designated by the

Architect.

1.13 SITE CONDITIONS

A. Information on Drawings relative to existing conditions is approximate. Deviations from

Drawings necessary during progress of construction to conform to actual conditions shall be

approved by the Architect and shall be made without additional cost to the Owner. The

Contractor shall be held responsible for damage caused to existing services. Promptly notify

the Architect if services are found which are not shown on Drawings.

1.14 EXISTING MATERIALS

A. Remove existing equipment, piping, wiring, construction, etc., which interferes with Work of

this Contract. Promptly return to service upon completion of work in the area. Replace items

damaged by Contractor with new material to match existing.

B. Removed materials which will not be re-installed and which are not claimed by Owner shall

become property of Contractor and shall be removed from Project site. Consult Owner before

removing any material from Project site. Carefully remove materials claimed by Owner to

prevent damage and deliver to Owner-designated storage location.

C. Existing piping and wiring not reused and are concealed in building construction may be

abandoned in place and all ends shall be capped or plugged. Remove unused piping and wiring

exposed in Equipment Rooms or occupied spaces. Material shall be removed from Project

premises. Disconnect power, water, gas, pump or any other active energy source from piping or

electrical service prior to abandoning in place.

D. Existing piping, ductwork, and equipment modified or altered as part of this Work shall comply

with the most recent applicable code requirements.

1.15 WARRANTY

A. Refer to Division 01 for warranty requirements, including effective date of warranty. Refer to

specific items of equipment specified herein for warranty duration if different from that

specified in Division 01.

B. Repair or replace defective work, material, or part that appears within the warranty period,

including damage caused by leaks.

C. On failure to comply with the above warranty within a reasonable length of time after

notification is given, the Architect/Owner shall have the repairs made at the Contractor's

expense.

1.16 RECORD DRAWINGS



PHASE 2



(11-30-15) 22 00 50 - 9

A. Refer to Division 01, Record Documents, for requirements governing Work specified herein.

B. Upon completion of the work, deliver to Architect the following:

1. Originals of drawings showing the Work exactly as installed.

2. One complete set of reproducible drawings showing the Work exactly as installed.

3. One compact disc with complete set of drawings in PDF format showing the Work

exactly as installed.

C. Provide Contractor’s signature, verifying accuracy of record drawings.

D. Obtain the signature of the Project Inspector for all record drawings.

1.17 DELIVERY AND STORAGE

A. Protect equipment and piping delivered to Project site from weather, humidity and temperature

variations, dirt, dust and other contaminants.

1.18 COORDINATION

A. General:

1. Coordinate Work in this Section with trades covered in other Specifications Sections to

provide a complete, operable and sanitary installation of the highest quality

workmanship.

B. Electrical Coordination:

1. Refer to the Electrical Drawings and Specifications, Division 26, for service voltage and

power feed wiring for equipment specified under this section. Contractor has full

responsibility for the following items of work:

a. Review the Electrical Drawings and Division 26 Specifications to verify that

electrical services provided are adequate and compatible with equipment

requirements.

b. If additional electrical services are required above that indicated on Electrical

Drawings and in Division 26, such as more control interlock conductors, larger

feeder, or separate 120 volt control power source, include cost to furnish and

install additional electrical services as part of the bid.

c. Prior to proceeding with installation of additional electrical work, submit detailed

drawings indicating exact scope of additional electrical work.

C. Mechanical Coordination:

1. Arrange for pipe spaces, chases, slots and openings in building structure during progress

of construction, to accommodate mechanical system installation.



PHASE 2



(11-30-15) 22 00 50 - 10

2. Coordinate installation of supporting devices. Set sleeves in poured-in-place concrete and

other structural components during progress of construction.

3. Coordinate requirements for access panels and doors for mechanical items requiring

access where concealed behind finished surfaces. Access panels and doors are specified

in Division 08 Section “Access Doors and Frames.”

PART 2 - PRODUCTS

2.1 GENERAL

A. Materials or equipment of the same type shall be of the same brand wherever possible. All

materials shall be new and in first class condition.

B. All sizes, capacities, and efficiency ratings shown are minimum, except that gas capacity is

maximum available.

C. Refer to Sections 22 10 00 and 23 80 00 for specific system piping materials.

2.2 VALVES AND FITTINGS FOR POTABLE WATER SYSTEMS

A. General:

1. Provide valves and fittings conforming to lead-free requirements of California Health and

Safety Code Section 116875.

a. Provide valves listed to NSF/ANSI 61-G or NSF/ANSI 372 for valve materials for

potable-water service.

1) Exception: Main distribution gate valves above 1-1/2 inches located

underground outside building are not required to conform lead-free

requirements of California Health and Safety Code Section 116875.

B. Gate Valves:

1. General: Furnish valves in copper lines with adapters to suit valve/line requirements.

2. 1-1/2 inches and smaller: Minimum 200 psi CWP, bronze body, threaded bonnet, rising

or non-rising stem, solid wedge, threaded or solder ends, conforming to MSS SP-80.

Milwaukee UP148, UP149, Nibco T-113-LF, S-113-LF, or equal.

3. 2 inches through 3 inches: Minimum 200 psi CWP, bronze body, threaded bonnet, non-

rising stem, solid wedge, threaded or solder ends, conforming to MSS SP-80. Nibco T-

113-LF, S-113-LF, or equal.

4. Main distribution gate valves underground outside building above 1-1/2 inches:

a. Underground valves 2 inches thru 12 inches: 250 psi, iron body, Non-rising stem,

bolted bonnet, resilient wedge valves, conforming to AWWA C509, equipped with

operating nuts, Mueller Series 2360, Nibco F-619-RW-SON, or equal.



PHASE 2



(11-30-15) 22 00 50 - 11

1) Underground valves 3 inches and smaller may be furnished with operating

nuts or hand-wheels, and with Ring-Tite joint ends.

2) Furnish and deliver to Owner one wrench of each size required for operating

underground valves.

C. Ball Valves:

1. 2 inches and smaller: 600 psi CWP, cast bronze or brass body, full port, two piece,

threaded ends, and reinforced PTFE seal, conforming to MSS SP-110. Nibco T-685-80-

LF, Milwaukee UPBA400, Apollo 77C-LF10, Kitz 868, or equal.

2. 2-1/2 inches: Apollo 77C-LF10, or equal.

2.3 VALVES AND FITTINGS FOR NON-POTABLE WATER, COMPRESSED AIR, AND GAS

SYSTEMS

A. Gate Valves:

1. 2-1/2 inches and smaller: Class150, bronze body, union bonnet, rising stem, solid wedge,

threaded or solder ends, conforming to MSS SP-80. Hammond IB641, IB648, Nibco T-

134, S-134, Milwaukee 1151, 1169, or equal.

2. 3 inches and larger: Class 125, iron body, bronze mounted, bolted bonnet, non-rising

stem, solid wedge, flanged ends, conforming to MSS SP-70. Hammond IR-1138, Nibco

F619, Milwaukee F2882A, Stockham G-612, or equal.

3. Underground valves 2 inches thru 12 inches: 250 psi, iron body, Non-rising stem, bolted

bonnet, resilient wedge valves, conforming to AWWA C509, equipped with operating

nuts, Mueller Series 2360, Nibco F-619-RW-SON, or equal.

a. Underground valves 3 inches and smaller may be furnished with operating nuts or

hand-wheels, and with Ring-Tite joint ends.

b. Furnish and deliver to Owner one wrench of each size required for operating

underground valves.

B. Ball Valves:

1. 2 inches and smaller: 600 psi CWP, 150 psi SWP, cast bronze body, full port, two piece,

threaded ends, and reinforced PTFE seal, conforming to MSS SP-110. Nibco T585-70,

Milwaukee BA-400, Stockham T-285, or equal.

2. 2-1/2 inches and larger: Class 150, carbon steel body, full port, two piece, stainless steel

vented ball, flanged ends, and reinforced PTFE seal, conforming to MSS SP-72. Nibco

F-515-CS-F-66-FS, Milwaukee F20-CS-15-F-02-GO-VB, or equal.

3. Compressed Air Services: 600 psi CWP, 150 psi SWP, bronze body, full port, three

piece, threaded ends, and reinforced PTFE seal, conforming to MSS SP-110. Nibco

Model T-595-Y, Milwaukee BA-300, or equal.

2.4 JOINING MATERIALS



PHASE 2



(11-30-15) 22 00 50 - 12

A. Refer to Division 22 and 23 piping sections for special joining materials not listed below.

B. Pipe-Flange Gasket Materials: Suitable for chemical and thermal conditions of piping system

contents.

1. ASME B16.21, nonmetallic, flat, asbestos-free, 1/8-inch (3.2-mm) maximum thickness

unless thickness or specific material is indicated

a. Full-Face Type: For flat-face, Class 125, cast iron and cast bronze flanges.

b. Narrow-Face Type: For raised-face, Class 250, cast iron and steel flanges.

2. AWWA C111, rubber, flat face, 1/8-inch (3.2mm) thick, unless otherwise indicated; and

full-face or ring type, unless other indicated.

3. Flange Bolts and Nuts: AWWA C111, carbon steel, unless otherwise indicated.

4. Plastic, Pipe-Flange Gasket, Bolts and Nuts: Type and material recommended by piping

system manufacturer, unless otherwise indicated.

C. Solder Filler Metals: ASTM B 32, 100 percent lead free alloys. Include water-flushable flux

according to ASTM B813.

D. Brazing Filler Metals: AWS A5.8, BCup-5 Series, copper-phosphorus unless otherwise

indicated. Sil-Fos 15, or equal.

E. Welding Filler Metals: Comply with ASME B31.1 for welding materials appropriate for wall

thickness and chemical analysis of steel pipe being welded.

F. Solvent Cements for Joining CPVC Piping: ASTM F 493.

1. CPVC solvent cement shall have VOC content of 490 g/L or less.

2. Adhesive primer shall have VOC content of 550 g/L or less.

3. Solvent cement and adhesive primer shall comply with testing and product requirements

of South Coast Air Quality Management District, Rule 1168.


of California Department of Health Services' "Standard Practice for the Testing of

Volatile Organic Emissions from Various Sources Using Small-Scale Environmental

Chambers."

G. Solvent Cements for Joining PVC Piping: ASTM D 2564. Include primer according to

ASTM F 656.

1. PVC solvent cement shall have VOC content of 510 g/L or less.

2. Adhesive primer shall have VOC content of 550 g/L or less.


of South Coast Air Quality Management District, Rule 1168.


of California Department of Health Services' "Standard Practice for the Testing of



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(11-30-15) 22 00 50 - 13

Volatile Organic Emissions from Various Sources Using Small-Scale Environmental

Chambers."

2.5 GAUGES

A. Marsh "Series J", U.S. Gage, Danton 800, or equal, with bronze bushed movement and front

recalibration. Dials shall be white with black numerals, 3-1/2 inch dial face. Normal reading

shall be at mid-scale. Provide a needle valve on each gauge connection. Supply a gauge piped

with branch isolation valves across the inlet and outlet of each pump and where shown on the

Drawings.

B. Provide Pete's Plug II, Sisco P/T, or equal, test plug with Nordel core {and gasketed cap}, on

inlet and outlet of each coil, boiler, condenser, chiller and heat exchanger and where shown on

Drawings.

2.6 THERMOMETERS

A. Marsh, Taylor, Palmer, or equal, 5 inch diameter bimetal dial, adjustable from face, with

adjustable positioner, located to be easily read from normal personnel approach. Normal

reading shall be at mid-scale.

1. Provide extension for insulation.

2. Provide thermometers with steel bulb chambers and brass separable sockets.

B. Provide Pete's Plug II, Sisco P/T, or equal, test plug with Nordel core, on inlet and outlet of each

coil, boiler, and heat exchanger and provide two digital electronic test thermometers for each

range of fluid temperature and where shown on Drawings.

2.7 ACCESS DOORS

A. Where floors, walls, or ceilings must be penetrated for access to mechanical equipment, provide

access doors, 14 inch by 14 inch minimum size in usable opening. Where entrance of a

serviceman may be required, provide 20 inch by 30 inch minimum usable opening. Locate

access doors/panels for non-obstructed and easy reach.

1. All access doors less than 7'-0" above floors and exposed to public access shall have

keyed locks.

B. Access doors shall match those supplied in Division 08 in all respects, except as noted herein.

C. Provide stainless steel access doors for use in toilet rooms, shower rooms, kitchens and other

damp areas. Provide steel access doors with prime coat of baked-on paint for all other areas.

D. Do not locate access doors in highly visible public areas such as lobbies, waiting areas, and

primary entrance areas. Coordinate with the Architect when access is required in these areas.



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(11-30-15) 22 00 50 - 14

E. Where specific information or details relating to access panels different from the above is

shown or given on the Drawings or other Divisions of work, then that information shall

supersede this specification.

F. Manufacturers: Subject to compliance with requirements, available manufacturers offering

products which may be incorporated into the Work include Milcor, Karp, Nystrom, or Cesco,

equal to the following:

1. Milcor

a. Style K (plaster)

b. Style DW (gypsum board)

c. Style M (Masonry)

d. Style "Fire Rated” where required

2.8 EXPANSION LOOPS

A. Manufactured assembly consisting of inlet and outlet elbow fittings, two sections of flexible

metal hose and braid, and 180-degree return bend or center section of flexible hose. Flexible

hose shall consist of corrugated metal inner hose and braided outer sheath.

B. Where used in potable water systems, provide expansion loops of all stainless steel

construction.

C. Manufacturers: Subject to compliance with requirements, available manufacturers offering

products that may be incorporated into the Work include the following, or equal:

Metraflex Inc., Metraloop series.

Unisource Manufacturing, Inc., V series.

2.9 FLEXIBLE JOINTS

A. Where indicated on Drawings, provide Metraflex Metrasphere, Style R, Mason Industries, or

equal, Spherical Expansion Joints. Provide control units at each expansion joint, arranged to

limit both expansion and compression.

B. Flexible joints at entry points to building shall be Barco Ductile iron, Advanced Thermal

Systems, or equal, threaded style with stainless ball and mineral filled seal.

2.10 PIPE GUIDES

A. Where flexible connections are indicated on Drawings, provide Metraflex style IV, B-Line, or

equal, pipe guides in locations recommended by manufacturer. Maximum spacing from flexible

connection to first pipe guide is 4 pipe diameters, and maximum spacing from second pipe

guide is 14 pipe diameters.



PHASE 2



(11-30-15) 22 00 50 - 15

2.11 EQUIPMENT IDENTIFICATION

A. Identify each piece of equipment with a permanently attached engraved bakelite plate, 1/2 inch

high white letters on black background.

2.12 PIPE IDENTIFICATION

A. Identify each piping system and indicate the direction of flow by means of Seton, Inc., Marking

Services Inc., Reef Industries, Inc., or equal, pre-tensioned, coiled semi-rigid plastic pipe labels

formed to circumference of pipe, requiring no fasteners or adhesive for attachment to pipe.

B. The legends and flow arrows shall conform to ASME A13.1.

2.13 INSULATION WORK

A. General:

1. Insulation products, including insulation, insulation facings, jackets, adhesives, sealants

and coatings shall not contain polybrominated diphenyl ethers (PBDEs) in penta, octa, or

deca formulations in amounts greater than 0.1 percent (by mass).

2. Adhesives and sealants shall comply with testing and product requirements of South

Coast Air Quality Management District, Rule 1168.

3. The term "piping" used herein includes pipe, valves, strainers and fittings.

4. Apply insulating cement to fittings, valves and strainers and trowel smooth to the

thickness of adjacent covering. Cover with jacket to match piping. Extend covering on

valves up to the bonnet. Leave strainer cleanout plugs accessible.

5. Provide pre-formed PVC valve and fitting covers.

6. Provide Calcium Silicate rigid insulation and sheet metal sleeve, 18 inch minimum length

at each pipe hanger. Seal ends of insulation to make vapor tight with jacket.

7. Urethane insulation will not be allowed above ground or on hot water piping.

8. Test insulation, jackets and lap-seal adhesives as a composite product and confirm flame

spread of not more than 25 and a smoke developed rating of not more than 50 when

tested in accordance with UL723 or ASTM E84.

9. Clean thoroughly, test and have approved, all piping and equipment before installing

insulation and/or covering.

10. Repair all damage to existing pipe and equipment insulation whether or not caused during

the work of this contract, to match existing adjacent insulation for thickness and finish,

but conforming to flame spread and smoke ratings specified above.

B. Insulation of Piping:

1. Insulate domestic hot and tempered water with 1 inch thick 3-1/2# minimum density

fiberglass with ASJ-SSL jacket for sizes up to and including 3/4 inches. For larger sizes,

provide 1-1/2 inch thick 3-1/2# minimum density fiberglass insulation and ASJ-SSL

jacket.



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(11-30-15) 22 00 50 - 16

2. Exposed insulated piping within the building shall have a Zeston 2000 25/50, Proto

Lo-Smoke, or equal, PVC jacket and fitting cover installed over the insulation, applied

per manufacturer's instructions. Verify suitability with manufacturer of insulation.

Insulation with pre-applied polymer jacket may be substituted at Contractor’s option.

PART 3 - EXECUTION

3.1 PLUMBING DEMOLITION

A. Refer to Division 01 Sections “Cutting and Patching” and “Selective Demolition” for general

demolition requirements and procedures.

B. Disconnect, dismantle and remove mechanical systems, equipment, and components indicated

to be removed. Coordinate with all other trades.

1. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or

plug remaining piping with same or compatible piping material.

2. Piping to Be Abandoned in Place: Drain piping and cap or plug piping to remain with

same or compatible piping material. Refrigerant system must be evacuated per EPA

requirements.

3. Equipment to Be Removed: Drain down and cap remaining services and remove

equipment.

4. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove,

clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment

operational.

5. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove

equipment and deliver to Owner.

C. If pipe, insulation, or equipment to remain is damaged in appearance or is unserviceable,

remove damaged or unserviceable portions and replace with new products of equal capacity and

quality.

3.2 ELECTRICAL REQUIREMENTS

A. Provide adequate working space around electrical equipment in compliance with the California

Electrical Code. Coordinate the Mechanical Work with the Electrical Work to comply.

B. Furnish necessary control diagrams and instructions for the controls. Before permitting

operation of any equipment which is furnished, installed, or modified under this Section, review

all associated electrical work, including overload protection devices, and assume complete

responsibility for the correctness of the electrical connections and protective devices. Motors

and control equipment shall conform to the Standards of the National Electrical Manufacturers'

Association. All equipment and connections exposed to the weather shall be NEMA IIIR with

factory-wired strip heaters in each starter enclosure and temperature control panel where

required to inhibit condensation.



PHASE 2



(11-30-15) 22 00 50 - 17

C. All line voltage and low voltage wiring and conduit associated with the Temperature Control

System are included in this Section. Wiring and conduit shall comply with Division 26.

3.3 PIPING SYSTEM REQUIREMENTS

A. Drawing plans, schematic and diagrams indicate general location and arrangement of piping

systems. Indicated locations and arrangements were used to size pipe and calculate friction

loss, expansion, pump sizing, and other design considerations. Install piping as indicated unless

deviations to layout are approved on coordination drawings.

3.4 PRIMING AND PAINTING

A. Perform all priming and painting on the equipment and materials as specified herein.

B. Priming:

1. Exposed ferrous metals, including piping, which are not galvanized or factory-finished

shall be primed. Black steel pipe exposed to the weather shall be painted one coat of

Rust-Oleum #1069 primer for black steel piping or Rust-Oleum #5260, Kelly Moore, or

equal, primer for galvanized piping.

2. Metal surfaces of items to be jacketed or insulated except piping shall be given two coats

of primer unless furnished with equivalent factory finish. Items to be primed shall be

properly cleaned by effective means free of rust, dirt, scale, grease and other deleterious

matter and then primed with the best available grade of zinc rich primer. After erection

or installation, all primed surfaces shall be properly cleaned of any foreign or deleterious

matter that might impair proper bonding of subsequent paint coatings. Any abrasion or

other damage to the shop or field prime coat shall be properly repaired and touched up

with the same material used for the original priming.

3. Where equipment is provided with nameplate data, the nameplate should be masked off

prior to painting. When painting is completed, remove masking material.

C. See Painting Section for detailed requirements.

3.5 EXCAVATING

A. Perform all excavating required for work of this Section. Provide the services of a pipe/cable

locating service prior to excavating activities to determine location of existing utilities.

B. Unless shown otherwise, provide a minimum of 2'-6" cover above top of pipe to finished grade

for all service piping, unless otherwise noted. Trim trench bottom by hand or provide a 4 inch

deep minimum bed of sand to provide a uniform grade and firm support throughout entire

length of pipe. For all PVC pipe and for PE gas pipe, bed the pipe in 4 inch sand bed. Pipe

bedding materials should be clean crushed rock, gravel or sand of which 100 percent will pass a

1 inch sieve. For pipes that are larger than 10 inches in diameter, at least 95 percent should pass

a 3/4 inch sieve, and for pipes 10 inches in diameter or smaller, 100 percent should pass a 1/2

inch sieve. All other materials should have a minimum sand equivalent of 50. Only a small



PHASE 2



(11-30-15) 22 00 50 - 18

proportion of the native soils will meet these requirements without extensive processing;

therefore, importation of pipe bedding materials should be anticipated. Pipe bedding materials

shall be compacted in lifts not exceeding 6 inches in compacted thickness. Each lift shall be

compacted to not less than 90 percent relative compaction at or above the optimum moisture

content, in accordance with ASTM Specification D2940, except that bedding materials graded

such that less than 100 percent will pass a No. 200 sieve shall be compacted in 6 inch lifts using

a single pass of a flat-plate, vibratory compactor or vibratory drum. Pipe bedding materials

should extend at least to the spring line.

C. Maintain all warning signs, barricades, flares, and red lanterns as required.

D. For all trenches 5 feet or more in depth, submit copy of permit detailed drawings showing

shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard

of caving ground during the excavation of such trenches. Obtain a permit from the Division of

Industrial Safety prior to beginning excavations. A copy of the permit shall be available at the

site at all times.

3.6 BACKFILLING

A. Backfill shall comply with applicable provisions of Division 31 of these Specifications.

B. Except under existing or proposed paved areas, walks, roads, or similar surfaces, backfill for

other types of pipe shall be made using suitable excavated material or other approved material.

Place backfill in 8 inch layers, measured before compaction, and compact with impact hammer

to at least 90 percent relative compaction per ASTM D2940.

1. Backfill plastic pipe and insulated pipe with sand for a minimum distance of 12 inches

above the top of the pipe. Compact using mechanical tamping equipment.

C. Entire backfill for excavations under existing or proposed pavements, walks, roads, or similar

surfaces, under new slabs on grade, shall be made with clean sand compacted with mechanical

tamping equipment vibrator to at least 90 percent relative compaction per ASTM D2940.

Remove excess earth. Increase the minimum compaction within the uppermost two feet of

backfill to 95 percent.

D. Replace or repair to its original condition all sod, concrete, asphalt paving, or other materials

disturbed by the trenching operation. Repair within the guarantee period as required.

3.7 INSTALLATION OF VALVES

A. Install valves as indicated on Drawings and in the following locations:

1. Shutoff Valves: Install on inlet of each plumbing equipment item, and on inlet of each

plumbing fixture, and elsewhere as indicated.

2. Drain Valves: Install on each plumbing equipment item located to completely drain

equipment for service or repair. Install at base of each riser, at base of each rise or drop



PHASE 2



(11-30-15) 22 00 50 - 19

in piping system, and elsewhere indicated or required to completely drain potable water

system.

3. Provide gate or globe valves on inlet and outlet of each water heater or pump.

B. General:

1. Valves shall be full line size unless indicated otherwise on Drawings.

2. Install horizontal valves with valve stem above horizontal, except butterfly valves.

3. Install valves with unions or flanges at each piece of equipment arranged to allow

service, maintenance, and equipment removal without system shutdown.

4. Locate valves for easy access and provide separate support where necessary.

5. Install valves in position to allow full stem movement.

6. Install exposed polished or enameled connections with special care showing no tool

marks or exposed threads.

7. Butterfly valves conforming to the paragraph “Butterfly Valves” may be used in lieu of

gate or globe valves for locations above grade.

8. Ball valves conforming to the paragraph “Ball Valves” may be used in lieu of gate valves

for locations above grade for services 2-1/2 inches and smaller.

9. Valves 2-1/2 inches and smaller (except ball valves) in nonferrous water piping systems

may be solder joint type with bronze body and trim.

10. Rigidly fasten hose bibbs, hydrants, fixture stops, compressed air outlets, and similar

items to the building construction.

C. Gate Valves:

1. Furnish valves in copper lines with adapters to suit valve / line requirements.

2. Underground gate valves:

a. Underground valves 3 inches and smaller may be furnished with operating nuts or

hand-wheels, and with Ring-Tite joint ends.

b. Furnish and deliver to Owner one wrench of each size required for operating

underground valves.

D. Valve Adjustment: Adjust or replace valve packing after piping systems have been tested and

put into service but before final adjusting and balancing. Replace valves if persistent leaking

occurs.

3.8 INSTALLATION OF PIPING SYSTEMS

A. At time of final connection, and prior to opening valve to allow pressurization of water and gas

piping from existing systems, on site or off site, perform a pressure test to indicate static

pressure of existing systems. If pressure on water piping is greater than 80 psi, or gas pressure

is not as indicated on Contract Documents, inform Architect immediately. Do not allow piping

systems to be pressurized without written consent of the Architect.

B. General:



PHASE 2



(11-30-15) 22 00 50 - 20

1. All piping shall be concealed unless shown or otherwise directed. Allow sufficient space

for ceiling panel removal.

2. Installation of piping shall be made with appropriate fittings. Bending of piping will not

be accepted.

3. Install piping to permit application of insulation and to allow valve servicing.

4. Where piping or conduit is left exposed within a room, the same shall be run true to

plumb, horizontal, or intended planes. Where possible, uniform margins are to be

maintained between parallel lines and/or adjacent wall, floor, or ceiling surfaces.

5. Horizontal runs of pipes and/or electrical conduit suspended from ceilings shall provide

for a maximum headroom clearance. The clearance shall not be less than 6'-6" without

written approval from the Architect.

6. Close ends of pipe immediately after installation. Leave closure in place until removal is

necessary for completion of installation.

7. Each piping system shall be thoroughly flushed and proved clean before connection to

equipment.

8. Pipe the discharge of each relief valve, air vent, backflow preventer, and similar device to

floor sink or drain.

9. Install exposed polished or enameled connections with special care showing no tool

marks or threads at fittings.

10. Install horizontal valves with valve stem above horizontal.

11. Use reducing fittings; bushings shall not be allowed. Use eccentric reducing fittings

wherever necessary to provide free drainage of lines and passage of air.

12. Verify final equipment locations for roughing-in.

13. Service Markers: Mark the location of each plugged or capped pipe with a 4 inch round

by 30 inch long concrete marker, set flush with finish grade. Provide 2-1/2 inch diameter

engraved brass plate as part of monument marker.

14. Furnish and install anchors or thrust blocks on PVC water lines in the ground, at all

changes in direction of piping, and at all connections or branches from mains 1-1/2 inch

and larger. Form anchors or thrust blocks by pouring concrete between pipe and trench

wall. Thrust blocks shall be of adequate size and so placed as to take thrusts created by

maximum internal water pressure. Sizing and placement shall be per manufacturer's

recommendations, CPC, and IAPMO installation standards. Anchor piping to building

construction.

15. Sanitary Sewer and Storm Drain: Grade piping inside building uniformly 1/4 inch per

foot if possible but not less than 1/8 inch per foot. Run piping as straight as possible.

Make piping connections between building piping and outside service pipe with cast iron

reducers or increasers. Slope sewers uniformly between given elevations where invert

elevations are shown.

16. Where piping is installed in walls within one inch of the face of stud, provide a 16 gauge

sheet metal shield plate on the face of the stud. The shield plate shall extend a minimum

of 1-1/2 inches beyond the outside diameter of the pipe.

C. Expansion Loops:

1. Install expansion loops where piping crosses building expansion or seismic joints,

between buildings, between buildings and canopies, and as indicated on Drawings.



PHASE 2



(11-30-15) 22 00 50 - 21

2. Install expansion loops of sizes matching sizes of connected piping.

3. Install grooved-joint expansion joints to grooved-end steel piping.

4. Materials of construction and end fitting type shall be consistent with pipe material and

type of gas or liquid conveyed by the piping system in which expansion loop is installed.

D. Sleeves:

1. Install Adjus-to-Crete, Pipeline Seal and Insulator, or equal, pipe sleeves of sufficient

size to allow for free motion of pipe, 24 gauge galvanized steel. The space between pipe

and sleeves through floor slabs on ground, through outside walls above or below grade,

through roof, and other locations as directed shall be caulked with oakum and mastic and

made watertight. The space between pipe and sleeve and between sleeve and slab or wall

shall be sealed watertight.

2. At Contractor's option, Link-Seal, Metraflex Metraseal, or equal, casing seals may be

used in lieu of caulking. Wrap pipes through slabs on grade with 1 inch thick fiberglass

insulation to completely isolate the pipe from the concrete.

E. Floor, Wall, and Ceiling Plates:

1. Fit all pipes with or without insulation passing through walls, floors, or ceilings, and all

hanger rods penetrating finished ceilings with chrome-plated or stainless escutcheon

plates.

F. Firestopping:

1. Pack the annular space between the pipe sleeves and the pipe through all floors and walls

with UL listed fire stop, and sealed at the ends. All pipe penetrations shall be UL listed,

Hilti, 3M Pro-Set, or equal.

a. Install fire caulking behind mechanical services installed within fire rated walls, to

maintain continuous rating of wall construction.

2. Provide SpecSeal Systems UL fire rated sleeve/coupling penetrators for each pipe

penetration or fixture opening passing through floors, walls, partitions or floor/ceiling

assemblies. All Penetrators shall comply with UL Fire Resistance Directory (Latest

Edition), and in accordance with Chapter 7, CBC requirements.

3. Sleeve penetrators shall have a built in anchor ring for waterproofing and anchoring into

concrete pours or use the special fit cored hole penetrator for cored holes.

4. Copper and steel piping shall have SpecSeal plugs on both sides of the penetrator to

reduce noise and to provide waterproofing.

5. All above Systems to be installed in strict accordance with manufacturer's instructions.

6. Alternate firestopping systems are acceptable if approved equal. However, any deviation

from the above specification requires the Contractor to be responsible for determining the

suitability of the proposed products and their intended use, and the Contractor shall

assume all risks and liabilities whatsoever in connection therewith.



PHASE 2



(11-30-15) 22 00 50 - 22

G. Hangers and Supports:

1. General: Support all equipment and piping so that it is firmly held in place by approved

iron hangers and supports and special hangers as required. All components shall support

weight of equipment and pipe, fluid, and pipe insulation based on spacing between

supports with minimum factor of safety of five based on ultimate strength of material

used. Do not exceed manufacturer's load rating. Pipe attachments or hangers, of same

size as pipe or tubing on which used, or nearest available. Rigidly fasten hose faucets,

fixture stops, compressed air outlets, and similar items to the building construction. The

Architect shall approve all hanger material before installation. Do not support piping

with plumbers' tape, wire rope, wood, or other makeshift devices. Where building

structural members do not match piping support spacing, provide all “bridging” support

members as required firmly attached to building structural members in a fashion

approved by the Structural Engineer.

a. Materials, design, and type numbers per Manufacturers' Standardization Society

(MSS), Standard Practice (SP)-58.

2. All hanger components shall be provided by one manufacturer B-Line, Grinnell, Uni-

Strut, Badger, or equal.

3. Hanger and Support Spacing:

a. Vertical piping support spacing: B-line #B3373 clamps attached to the pipe above

each floor to rest on the floor. Provide with lead or Teflon liners on copper tubing.

Provide additional support at base of cast iron risers and support at unsupported

riser joints and horizontal offsets per 2007 Mason Industries Seismic Restraint

Guidelines. Provide intermediate support for vertical piping, spaced at or within

the following maximum limits.

Pipe

Diameter

Steel

Fluid

Steel

Vapor

Copper

Fluid

Copper

Vapor

CPVC &

PVC (Note 2)

1/2 - 1” 12 6 10 6 Base and

Each Floor

(Note 1)

1-1/4 - 2” 12 Each

Floor

10 6 Base and

Each Floor

(Note 1)

2-1/2 - 3” 12 Each

Floor

10 10 Base and

Each Floor

(Note 1)

Over 4” 12 Each

Floor

10 10 Base and

Each Floor



PHASE 2



(11-30-15) 22 00 50 - 23

(Note 1)

Note 1: Provide mid-story guides.

Note 2: For PVC piping, provide for expansion every 30 feet per IAPMO

installation standard.

b. Vertical cast iron piping support spacing: Base and each floor not to exceed 15

feet.

c. Horizontal piping, hanger and support spacing: Locate hangers and supports at

each change of direction, within one foot of elbow, and spaced at or within

following maximum limits.

Pipe

Diameter

Steel

Fluid

Steel

Vapor

Copper

Fluid

Copper

Vapor

CPVC

& PVC

1/2 - 1" 6 6 5 6 3

1-1/4 - 2" 7 10 6 6 4

2-1/2 - 3" 10 10 10 10 4

Over 4" 10 10 10 10 4

d. Horizontal cast iron piping support spacing:

1) Support piping at every other joint for piping length of less than 4 feet.

2) For piping longer than 4 feet, provide support on each side of the coupling,

within 18 inches of each joint.

3) Hanger shall not be installed on the coupling.

4) Provide support at each horizontal branch connection.

5) Provide sway brace at 40 foot maximum spacing for all suspended pipe with

no-hub joints, except where a lesser spacing is indicated in the 2007 Mason

Industries Seismic Restraint Guidelines. Provide a brace on each side of a

change in direction of 90 degrees or more. Brace riser joints at each floor

and at 15 foot maximum intervals.

4. Individually Suspended Piping:

a. Individually suspended piping: B-Line B3690 J-Hanger or B3100 Clevis,

complete with threaded rod, or equal. All hangers on supply and return piping

handling heating hot water or steam shall have a swing connector at point of

support.

Pipe Size Rod Size

2" and Smaller 3/8"



PHASE 2



(11-30-15) 22 00 50 - 24

2-1/2" to 3-1/2" 1/2"

4" to 5" 5/8"

6" 3/4"

b. Provide 3/8 inch rod for support of PVC and CPVC and provide continuous

support.

c. Trapeze Suspension: B-Line 1-5/8 inch width channel in accordance with

manufacturer's published load ratings. No deflection to exceed 1/180 of a span.

d. Trapeze Supporting Rods: Shall have a safety factor of five; securely anchor to

building structure.

e. Pipe Clamps and Straps: B-Line B2000, B2400; isolate copper pipe with two

thicknesses of 2 inches wide 10-mil polyvinyl tape. Where used for seismic

support systems, provide B-Line B2400 series pipe straps.

f. Concrete Inserts: B-line B22-I continuous insert or B2500 spot insert. Do not use

actuated fasteners for support of overhead piping unless approved by Architect.

g. Steel Connectors: Beam clamps with retainers.

5. Support to Structure:

a. Wood Structure: Provide and install wood blocking as required to suit structure.

Provide lag screws or through bolts with length to suit requirements, and with size

(diameter) to match the size of hanger rods required.

1) Do not install Lag screws in tension without written review and acceptance

by Structural Engineer.

Side Beam Angle Clip B-Line B3062 MSS Type 34

Side Beam Angle Clip B-Line B3060

Ceiling Flange B-Line B3199

2) Blocking for support of piping shall be not less than 2 inch thick for piping

up to 2 inch size (water filled) or 3 inch size (vapor filled). Provide 3 inch

blocking for piping up through 5 inch size, and 4 inch blocking for larger

piping. Provide support for blocking in accordance with Structural

Engineers requirements.

3) Where lag screws are used, length of screw shall be 1/2 inch less than the

wood blocking. Pre-drill starter holes for each lag screw.

b. Steel Structure: Provide and install additional steel bracing as required to suit

structure. Provide through bolts with length to suit requirements of the structural



PHASE 2



(11-30-15) 22 00 50 - 25

components. Burning or welding on any structural member may only be done if

approved by the Architect.

6. Rubber Neoprene Pipe Isolators:

a. Pipe isolators shall comprise an internal rubber or neoprene material that isolates

pipe from hanger and structure. Install at all piping located in acoustical walls.

Refer to Architectural Drawings for location of acoustical walls.

b. Isolation material shall be either a rubber or neoprene material that prevents

contact between the pipe and the structure. The rubber shall have between a 45 to

55 durometer rating and a minimum thickness of 1/2 inch.

c. Acceptable Suppliers:

1) Vertical runs: Acousto-Plumb or equal.

2) Horizontal runs: B-Line, Vibraclamp; Acousto-Plumb or equal.

7. Provide continuous V channel support for all horizontal plastic piping.

8. Provide rigid insulation and a 12 inch long, 18 gauge galvanized sheet iron shield

between the covering and the hanger whenever hangers are installed on the outside of the

pipe covering.

9. Insulate copper tubing from ferrous materials and hangers with two thicknesses of 3 inch

wide, 10 mil polyvinyl tape wrapped around pipe.

10. Provide a support or hanger close to each change of direction of pipe either horizontal or

vertical and as near as possible to concentrated loads.

11. Suspend rods from concrete inserts with removable nuts where suspended from concrete

decks. Power actuated inserts will not be allowed.

3.9 PIPE JOINTS AND CONNECTIONS

A. General:

1. Cutting: Cut pipe and tubing square, remove rough edges or burrs. Bevel plain ends of

steel pipe.

2. Remove scale, slag, dirt and debris from inside and outside of pipe before assembly.

3. Boss or saddle type fittings or mechanically extracted tube joints will not be allowed.

B. Threaded Pipe: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut

threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore

full ID. Join pipe fittings and valves as follows:

1. Apply thread compound to external pipe threads: Rectorseal No. 5, Permatex No. 1, or

equal.

2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or

damaged.



PHASE 2



(11-30-15) 22 00 50 - 26

C. Flanged Joints: Select appropriate asbestos-free, nonmetallic gasket material in size, type, and

thickness suitable for domestic water service. Join flanges with gasket and bolts according to

ASME B31.9.

D. Joint Construction for Solvent-Cemented Plastic Piping: Clean and dry joining surfaces. Join

pipe and fittings according to the following:

1. Comply with ASTM F 402 for safe-handling practice of cleaners, primers, and solvent

cements. Apply primer.

2. CPVC Piping: Join according to ASTM D 2846/D 2846M Appendix.

3. PVC Piping: Join according to ASTM D 2855.

E. Copper Pipe and Tubing (Except pneumatic control piping): All joints shall be brazed

according to ASME Section IX, Welding and Brazing Qualifications, except domestic water

piping 1-1/4 inches and smaller when not buried in the ground or concrete and type DWV

plumbing piping may be soldered.

1. Soldered joints: Apply water-flushable flux to end of tube. Join copper tube and fittings

according to ASTM B 828.

F. Cast Iron Soil Pipe:

1. No-Hub fittings shall be made with a torque wrench.

2. Hub joints shall be with Ty-Seal couplings.

3. Wrought iron, steel, or copper pipe shall have a ring or part of a coupling screwed on to

form a spigot end if caulked into a joint.

4. Connect cast iron sewer piping to outside service pipe with cast iron or vitrified clay

reducers or increasers as required. Caulking of smaller pipe into the larger without a

reducer or increaser will not be permitted.

G. Welded Pipe:

1. Make up with oxyacetylene or electric arc process.

2. All welding shall conform to the American Standard Code for Power Piping ASME

B-31.1. When requested by the Architect, furnish certification from an approved testing

agency or National Certified Pipe Welding Bureau that the welders performing the work

are qualified.

3. All line welds shall be of the single "V" butt type. Welds for flanges shall be of the fillet

type.

4. Where the branch is two pipe sizes smaller than the main or smaller, Bonney Weldolets,

Threadolets, Nibco, or equal, may be used in lieu of welding tees.

H. PVC Sewer and Drainage Pipe (outside building as allowed only): Four inches and larger shall

be bell and spigot, assembled in accordance with manufacturer's recommendations. Joint shall

be tested in accordance with ASTM D3212. Solvent weld joints below 4 inches in size,

schedule 40 PVC with matching fittings, assembled per manufacturer’s instructions.



PHASE 2



(11-30-15) 22 00 50 - 27

I. Polyethylene Pipe: Assemble with fusion joints in strict accordance with manufacturer's

instructions.

J. Make joints in PVC water pipe with PVC couplings and rubber rings, Manville Ring-Tite, PW

Pipe, or equal. Check final location of rubber rings with the couplings with gauge or as

recommended by the manufacturer. Make joints between PVC pipe and cast iron pipe or

fittings using cast iron or PVC adapter fittings, installed as recommended by the manufacturer.

Ring-Tite PVC or cast iron pipe fittings may be used in lieu of standard fittings. Make

connection to valves with cast iron adapters connected to the water pipe with PVC couplings.

K. Flexible Connections:

1. Furnish and install Thermo Tech., Inc. F/J/R, Metraflex, or equal, flexible couplings with

limiter bolts on piping connections to all equipment mounted on anti-vibration bases, on

each connection to each base mounted pump and where shown. Couplings shall be

suitable for pressure and type of service.

2. Anchor piping securely on the system side of each flexible connection.

3.10 UNIONS AND FLANGES

A. Install Watts, Epco, Nibco, or equal, dielectric unions or flanges at points of connection

between copper or brass piping or material and steel or cast iron pipe or material except in

drain, waste, vent, or rainwater piping. Bushings or couplings shall not be used. Dielectric

unions installed in potable water systems shall conform to the lead-free requirements of the

California Health and Safety Code Section 116875.

B. Install unions in piping NPS 2” and smaller, and flanges in piping NPS 2-1/2” and larger

whether shown or not at each connection to all equipment and tanks, and at all connections to

all automatic valves, such as temperature control valves. Unions installed in potable water

systems shall conform to the lead-free requirements of the California Health and Safety Code

Section 116875.

C. Locate the unions for easy removal of the equipment, tank, or valve.

3.11 ACCESS DOOR

A. Furnish and install access doors wherever required whether shown or not for easy maintenance

of mechanical systems; for example, at concealed valves, strainers, traps, cleanouts, dampers,

motors, controls, operating equipment, etc. Access doors shall provide for complete removal

and replacement of equipment.

3.12 CONCRETE WORK

A. Concrete work required for work of this Section shall be included under another section of the

Specification, unless otherwise noted, including poured-in-place concrete work for installing

precast manholes, catch basins, etc., and shall include reinforced concrete bases for pumps,



PHASE 2



(11-30-15) 22 00 50 - 28

tanks, compressors, fan units, boilers, unless the work is specifically indicated on the Drawings

to be furnished under this Section.

B. Thrust blocks, underground anchors, and pads for cleanouts, valve access boxes and washer

boxes are included under this Section of the Specification. Concrete shall be 3000 psi test

minimum. Refer to Division 03 for concrete types.

3.13 PIPE PROTECTION

A. Wrap bare galvanized and black steel pipe buried in the ground and to 6" above grade, including

piping in conduit, with one of the following, or equal:

1. Polyethylene Coating: Pressure sensitive polyethylene coating, "X-Tru-Coat" as

manufactured by Pipe Line Service Corporation or "Green Line" wrap as manufactured

by Roystron Products, or equal.

a. Field Joints and Fittings: Protecto Wrap #1170 tape as manufactured by Pipe Line

Service Corporation, or Primer #200 tape by Roystron Products, or equal.

Installation shall be as per manufacturer's recommendation and instructions.

2. Tape Wrap: Pressure-sensitive polyvinyl chloride tape, "Transtex #V-l0 or V-20",

"Scotchwrap 50", Slipknot l00, Pabco, or equal, with continuous identification. Tape

shall be a minimum of 20 mils thick for fittings and irregular surfaces, two wraps, 50

percent overlap, 40 mils total thickness. Tape shall be laminated with a suitable

adhesive; widths as recommended by the manufacturer for the pipe size. Wrap straight

lengths of piping with an approved wrapping machine.

B. Field Joints: Valves and Fittings: double wrap polyvinyl chloride tape as above. Provide at

least two thicknesses of tape over the joint and extend a minimum of 4 inches over adjacent

pipe covering. Build up with primer to match adjacent covering thickness. Width of tape of

fittings shall not exceed 3 inches. Tape shall adhere tightly to all surfaces of the fittings without

air pockets.

C. Testing: Test completed wrap of piping, including all epoxy painted piping with Tinker and

Rasor Co. test machine (San Gabriel, CA - 818-287-5259), Pipeline Inspection Company

(Houston, TX - 713-681-5837), or equal.

D. Cleaning: Clean all piping thoroughly before wrapping.

1. Inspection: Damaged or defective wraps shall be repaired as directed. No wrapped pipe

shall be covered until approved by Architect.

E. Sleeve copper piping/tubing installed below slab with “Polywrap-C” polyethylene sleeve, as

manufactured by Northtown Pipe Protection Products, or equal. Sleeve shall be a minimum of

6 mils thick, colored blue for domestic water piping and orange for other piping. Install sleeve

per manufacturer’s recommendations and instructions.



PHASE 2



(11-30-15) 22 00 50 - 29

F. Sleeve copper piping/tubing installed outside building below grade with “Polywrap-C”

polyethylene sleeve, as manufactured by Northtown Pipe Protection Products, or equal. Sleeve

shall be a minimum of 6 mils thick, colored blue for domestic water piping. Install sleeve per

manufacturer’s recommendations and instructions.

G. Sleeve cast iron and ductile iron pipe below grade and below slab with “Polywrap”

polyethylene sleeve, as manufactured by Northtown Pipe Protection Products, or equal. Sleeve

shall be a minimum of 8 mils thick, colored natural. Install sleeve per manufacturer’s

recommendations and instructions.

H. Covering: No rocks or sharp edges shall be backfilled against the wrap. When backfilling with

other than sand, protect wrap with an outer wrapping of Kraft paper; leave in place during

backfill.

3.14 PIPE IDENTIFICATION

A. Provide temporary identification of each pipe installed, at the time of installation. Temporary

identification shall be removed and replaced with permanent identification as part of the work.

B. Apply the legend and flow arrow at all valve locations; at all points where the piping enters or

leaves a wall, partition, cluster of piping or similar obstruction, at each change of direction and

at approximately 20'-0" intervals on pipe runs. Variations or changes in locations and spacing

may be made with the approval of the Architect. There shall be at least one marking in each

room. Markings shall be located for maximum visibility from expected personnel approach.

1. Apply legend and flow arrow at approximately 10’-0” intervals in science classrooms and

science prep rooms.

C. Wherever two or more pipes run parallel, the markings shall be supplied in the same relative

location on each.

D. Each valve on non-potable water piping shall be labeled with a metal tag stamped "DANGER --

NON-POTABLE WATER" in 1/4 inch high letters.

E. Apply markings after painting and cleaning of piping and insulation is completed.

3.15 EXPANSION ANCHORS IN HARDENED CONCRETE

A. Refer to Structural Drawings.

B. Qualification Tests: The specific anchor shall have a current ICC-ES report and evaluated in

cracked concrete in accordance with Acceptance Criteria AC193. If the specific anchor satisfies

cyclic testing requirements per Acceptance Criteria AC01, Section 5.6, the full allowable shear

and tension loads listed in the current ICC-ES report and manufacturer’s recommendations for

the specific anchor may be used. Otherwise, the design shear and tension loads shall not be

more than 80% of the listed allowable shear and tension loads for the specific anchor.



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(11-30-15) 22 00 50 - 30

C. Installation: The anchors must be installed in accordance with the requirements given in ICC

Research Committee Recommendations for the specific anchor.

D. Testing: Fifty percent of the anchors shall be load-tested on each job to twice the allowable

capacity in tension, except that if the design load is less than 75 pounds; only one anchor in ten

need be tested. If any anchor fails, all anchors must be tested. The load test shall be performed

in the presence of a special inspector.

E. The load may be applied by any method that will effectively measure the tension in the anchor,

such as direct pull with a hydraulic jack, a torque wrench calibrated using the specific anchor or

calibrated spring-loading devices. Anchors in which the torque is used to expand the anchor

without applying tension to the bolt may not be verified with a torque wrench.

3.16 TESTS AND ADJUSTMENTS

A. Test the installations in accordance with the following requirements and all applicable codes:

1. Inspector of Record should witness all tests of piping systems.

2. Notify the Architect at least seven days in advance of any test.

3. All piping shall be tested at completion of roughing-in, or at other times as directed by

the Architect.

4. Furnish all necessary materials, test pumps, gases, instruments and labor required for

testing.

5. Isolate from the system all equipment that may be damaged by test pressure.

6. Make connections to existing systems with flanged connection. During testing of the

new work, provide a slip-in plate to restrict test pressure to new systems only. Remove

plate and complete connection to existing system at completion of testing.

a. Inspector of record shall witness final connection to system.

B. Test Schedule: No loss in pressure or visible leaks shall show after four hours at the pressures

indicated.

Testing of Sanitary Sewer, Drain, Vent, Storm Drain may be done in segments in order to limit

pressure to within manufacturer’s recommendations. Test to 10 feet above the highest point in

the system.

System Tested Test Pressure PSI Test With

Sanitary Sewer, Drain, Vent 10 Ft. Hd. Water

Storm Drain, Condensate Drains 10 Ft. Hd. Water

Domestic Water 125 Water

Natural Gas (PE) 60 Air & Non-corrosive



PHASE 2



(11-30-15) 22 00 50 - 31

Leak Test Fluid

1. Non-corrosive leak test fluid shall be suitable for use with the piping material specified,

and with the type of gas conveyed by the piping system.

C. Perform operational tests under simulated or actual service conditions, including one test of

complete plumbing installation with all fixtures and other appliances connected, and one test of

complete installation of 48 hours each for heating and cooling with all equipment connected and

operating.

D. Should any material or work fail in any of these tests, it shall be immediately removed and

replaced for new material, and portion of the work replaced shall again be tested by Contractor

at his own expense.

E. Lubricate each item of equipment, including motors, before operation.

3.17 TRACER WIRES

A. Provide tracer wire for non-metallic gas and water pipe in ground outside of buildings. Use

AWG #12 tracer wire with low density high molecular weight polyethylene insulation, and lay

continuously on pipe so that it is not broken or stressed by backfilling operations. Secure wire

to the piping with tape at 18 inch intervals. Solder all joints. Tracer wire insulation shall be

colored yellow for gas piping, blue for water piping.

B. Terminals: Precast concrete box and cast iron locking traffic cover, Brooks 3TL, or equal;

cover marked with name of service; 6 inches of loose gravel below box. Plastic terminal board

with brass bolts; identify line direction with plastic tags. Test for continuity between terminals,

after backfilling, in presence of Inspector.

C. Alternate: Use electronically detectable plastic tape with metallic core, Terra Tape D,

manufactured by Reef Industries, Inc., Seton, Inc., Marking Services, Inc., or equal; tape 2

inches wide, continuously imprinted "CAUTION WATER (GAS, etc.) LINE BELOW". Install,

with printed side up, directly over pipe, 18 inches below finish grade. Backfill material shall be

as specified for the particular condition where pipe is installed, but avoid use of crushed rock or

of earth with particles larger than l/2 inch within the top 12 inches of backfill. Take precautions

to insure that tape is not damaged or misplaced during backfill operations. Terminal boxes not

required.

3.18 OPERATION OF SYSTEMS

A. Do not operate any plumbing equipment for any purpose, temporary or permanent, until all of

the following has been completed:

1. Complete all requirements listed under “Check, Test and Start Requirements.”

2. Piping has been properly cleaned. Piping systems shall be flushed and treated prior to

operation.

3. Filters, strainers etc. are in place.



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(11-30-15) 22 00 50 - 32

4. Bearings have been lubricated, and alignment of rotating equipment has been checked.

5. Equipment has been run under observation, and is operating in a satisfactory manner.

B. Provide test and balance agency with one set of Contract Drawings, Specifications, Addenda,

Change orders issued, applicable shop drawings and submittals and temperature control

drawings.

3.19 CHECK, TEST AND START REQUIREMENTS

A. An authorized representative of the equipment manufacturer shall perform check, test and start

of each piece of plumbing equipment. The representative may be an employee of the equipment

manufacturer, or a manufacturer-certified contractor. Submit written certification from the

manufacturer stating that the representative is qualified to perform the check test and start of the

equipment.

1. As part of the submittal process, provide a copy of each manufacturer’s printed startup

form to be used.

2. Some items of specified equipment may require that check, test and start of equipment

must be performed by the manufacturer, using manufacturer’s employees. See specific

equipment Articles in these Specifications for this requirement.

3. Provide all personnel, test instruments, and equipment to properly perform the check, test

and start work.

4. When work has been completed, provide copies of reports for review, prior to final

observation of work.

B. Provide copies of the completed check, test and start report of each item of equipment, bound

with the Operation and Maintenance Manual.

C. Upon completion of the work, provide a schedule of planned maintenance for each piece of

equipment. Indicate frequency of service, recommended spare parts (including filters and

lubricants), and methods for adjustment and alignment of all equipment components. Provide a

copy of the schedule with each operating and maintenance manual. Provide a copy of

certification from the Owner’s representative indicating that they have been properly instructed

in maintenance requirements for the equipment installed.

3.20 PRELIMINARY OPERATIONAL REQUIREMENTS AND TESTS

A. Prior to observation to determine final acceptance, put all mechanical systems into service and

check that work required for that purpose has been done, including but not limited to the

following condensed check list. Provide indexed report to tabulating the results of all work.

1. All equipment has been started, checked, lubricated and adjusted in accordance with the

manufacturer's recommendations.

2. Correct rotation of motors and ratings of overload heaters are verified.

3. Specified filters are installed and spare filters have been turned over to Owner.

4. All manufacturers’ certificates of start-up specified have been delivered to the Owner.



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(11-30-15) 22 00 50 - 33

5. All equipment has been cleaned, and damaged painted finishes touched up.

6. Missing or damaged parts have been replaced.

7. Flushing and chemical treatment of piping systems has been completed and water

treatment equipment, where specified, is in operation.

8. Equipment labels, pipe marker labels, ceiling markers and valve tags are installed.

9. Valve tag schedules, corrected control diagrams, sequence of operation lists and start-

stop instructions have been posted.

10. Preliminary test and balance work is complete, and reports have been forwarded for

review.

11. Automatic control set points are as designated and performance of controls checks out to

agree with the sequence of operation.

12. Operation and Maintenance Manuals have been delivered and instructions to the

operating personnel have been made.

B. Prior to the observation to determine final acceptance, operate all mechanical systems as

required to demonstrate that the installation and performance of these systems conform to the

requirements of these specifications.

1. Operate and test all mechanical equipment and systems for a period of at least five

consecutive 8 hour days to demonstrate the satisfactory overall operation of the project as

a complete unit.

2. Commence tests after preliminary balancing and adjustments to equipment have been

checked. Immediately before starting tests, install air filters and lubricate all running

equipment. Notify the Architect at least seven calendar days in advance of starting the

above tests.

3. During the test period, make final adjustments and balancing of equipment, systems

controls, and circuits so that all are placed in first class operating condition.

4. Where Utility District rebates are applicable, demonstrate that the systems meet the

rebate program requirements.

C. Review of Contractor's Tests:

1. All tests made by the Contractor or manufacturers' representatives are subject to

observation and review by the Owner. Provide timely notice prior to start of each test, in

order to allow for observation of testing. Upon the completion of all tests, provide a

letter to confirm that all testing has been successful.

D. Test Logs:

1. Maintain test logs listing the tests on all mechanical systems showing dates, items tested,

inspectors' names, remarks on success or failure of the tests.

E. Preliminary Operation:

1. The Owner reserves the right to operate portions of the plumbing system on a preliminary

basis without voiding the guarantee.



PHASE 2



(11-30-15) 22 00 50 - 34

3.21 CALIFORNIA GREEN BUILDING STANDARDS CODE COMMISSIONING

A. Systems serving new buildings less than 10,000 square feet, and new systems to serve an

addition or alteration subject to Section 301.1 of the Green Building Standards Code shall be

tested and balanced as described in the Green Building Standards Code. Title 24, Part 11,

Chapter 5, Nonresidential Mandatory Measures, Section 5.410, Building Maintenance and

Operation. The following CGBSC requirements shall be completed by Contractor:

1. 5.410.4 Testing and adjusting.

2. 5.410.4.2 Systems (Written plan for testing and adjusting).

3. 5.410.4. 3 Procedures (Perform testing and adjusting).

4. 5.410.4.4 Reporting.

5. 5.410.4.5 Operation and maintenance manual.

a. 5.410.4.5.1 Inspections and reports.

B. Systems serving new buildings 10,000 square feet and over shall be commissioned as described

in the California Green Building Standards Code (CGBSC), Title 24, Part 11, Chapter 5,

Nonresidential Mandatory Measures, Section 5.410, Building Maintenance and Operation. The

following CGBSC requirements shall be completed by Contractor:

1. 5.410.2.4 Functional performance testing.

2. 5.410.2.5 Documentation and training.

a. 5.410.2.5.1 Systems manual.

3. 5.410.2. 6 Commissioning report.

3.22 CALIFORNIA ENERGY CODE COMMISSIONING

A. Systems serving buildings between 10,000 and 50,000 square feet shall be commissioned as

described in the California Energy Code (CEC), Title 24, Part 6, Subchapter 3, Nonresidential,

High-Rise Residential Hotel/Motel Occupancies, and Covered Processes – Mandatory

Requirements, Section 120.8, Building Commissioning. The following CEC requirements shall

be completed by Contractor:

1. 120.8 (g) Functional performance testing.

2. 120.8 (h) Documentation and training.

a. 120.8 (h) 1 Systems manual.

b. 120.8 (h) 2 Systems operations training.

3. 120.8 (i) Commissioning report.



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(11-30-15) 22 00 50 - 35

B. Systems serving buildings larger than 50,000 square feet shall be commissioned as described in

California Energy Code (CEC), Title 24, Part 6, Subchapter 3, Nonresidential, High-Rise

Residential Hotel/Motel Occupancies, and Covered Processes – Mandatory Requirements,

Section 120.8, Building Commissioning. The following CEC requirements shall be completed

by Contractor:






C. Systems classified as “complex” as defined in California Energy Code (CEC), Title 24, Part 6,

Subchapter 1, All Occupancies – General Provisions, Section 100.1, Definitions and Rules of

Construction, shall be commissioned as described in Subchapter 3, Nonresidential, High-Rise

Residential Hotel/Motel Occupancies, and Covered Processes – Mandatory Requirements,

Section 120.8, Building Commissioning. The following CEC requirements shall be completed

by Contractor:






3.23 ACCEPTANCE REQUIREMENTS

A. The contractor shall complete the Acceptance Requirements of the California Building Energy

Efficiency Standards “Certificates of Acceptance” and submit such certificates to the authorities

having jurisdiction for approval and issuance of final occupancy permit.

3.24 DEMONSTRATION AND TRAINING

A. An authorized representative of the equipment manufacturer shall train Owner-designated

personnel in maintenance and adjustment of equipment. The representative may be an

employee of the equipment manufacturer, or a manufacturer-certified contractor. Submit

written certification from the manufacturer stating that the representative is qualified to perform

the Owner training for the equipment installed.

1. As part of the submittal process, provide a training agenda outlining major topics and

time allowed for each topic.



PHASE 2



(11-30-15) 22 00 50 - 36

2. Some items of specified equipment require that training must be performed by the

manufacturer, using manufacturer’s employees. See specific equipment Articles in these

Specifications for this requirement.

3. Contractor shall provide three copies of certification by Contractor that training has been

completed, signed by Owner’s representative, for inclusion in Operation and

Maintenance Manual. Certificates shall include:

a. Listing of Owner-designated personnel completing training, by name and title.

b. Name and title of training instructor.

c. Date(s) of training.

d. List of topics covered in training sessions.

4. Refer to specific equipment Articles for minimum training period duration for each piece

of equipment.




PHASE 2


Plumbing Piping Systems

(11-30-15) 22 10 00 - 1

SECTION 22 10 00 - PLUMBING PIPING SYSTEMS

PART 1 - GENERAL


A. Pipe and fittings.

B. Water hammer arrestors.

C. Cleanouts.

D. Hopper drains.




B. Section 22 00 50 Basic Plumbing Materials and Methods.




B. Coordinate all of work in this Section with all of the trades covered in other Sections of the

Specifications to provide a complete, operable and sanitary installation of the highest quality

workmanship.

C. All plumbing work required in the course of this contract shall be performed in strict

accordance with all codes and regulations. Plumbing work done under this contract shall not

adversely affect the operation of the existing plumbing systems. All materials shall be new and

shall match existing.

1.4 DESCRIPTION OF WORK

A. Furnish and install all plumbing work indicated on the drawings and described herein.


A. Manufacturer's Qualifications: Firms regularly engaged in manufacture of plumbing piping

systems products, of types, materials, and sizes required, whose products have been in

satisfactory use in similar service for not less than 5 years.



PHASE 2



(11-30-15) 22 10 00 - 2

B. Contractor's Qualifications: Firm with at least 5 years of successful installation experience on

projects with piping systems work similar to that required for project.

C. Requirements of Regulatory Agencies: The publications listed below form a part of this

specification; comply with provisions of these publications except as otherwise shown or

specified.

1. Plumbing Code Compliance: Comply with applicable portions of California Plumbing

Code pertaining to selection and installation of plumbing materials and products.

a. NSF Compliance:

1) Pipe, tube, and fittings used in potable water systems intended to supply

drinking water shall meet the requirements of NSF-61 2010a, “Drinking

Water System Components – Health Effects.”

2) Plastic potable water-service piping shall meet the requirements of NSF 14

2010, “Plastic Piping Components and Related Materials.”

2. California Health and Safety Code Compliance: For products covered under the scope of

HSC 116875 for potable water service. Products for potable water service shall be third-

party certified by an approved laboratory as complying with California Health and Safety

Code Section 116875.

1.6 SUBMITTALS

A. Product Data: Submit manufacturer's technical product data and installation instructions for

plumbing piping systems materials and products.

B. Record Drawings: At project closeout, submit Record Drawings of installed piping systems, in

accordance with requirements of Division 01.

C. Maintenance Data: Submit maintenance data and parts lists for plumbing piping systems

materials and products. Include this data, product data, shop drawings, and record drawings in

Operation and Maintenance Manual; in accordance with requirements of Division 01.

D. Pipe, pipe or plumbing fittings, fixtures, solder and flux installed in a system providing water




116875.

1.7 JOB CONDITIONS

A. Cooperation with other trades: Coordinate Work of this Section with that of other Sections to

ensure that Work is carried out in an orderly fashion.



PHASE 2



(11-30-15) 22 10 00 - 3

B. Coordinate with other trades all equipment locations, pipe, duct and conduit runs, electrical

outlets and fixtures, air inlets and outlets, and structural and architectural features. Provide

information on location of piping and seismic bracing to all other trades as required for a

completely coordinated project.

PART 2 - PRODUCTS

2.1 MATERIALS AND PRODUCTS

A. Provide piping materials and factory-fabricated piping products of sizes, types, pressure ratings,

temperature ratings, and capacities as indicated. Provide materials and products complying with

California Plumbing Code. Where more than one type of material or product is indicated,

selection from materials or products specified is Contractor's option.

2.2 PIPE AND FITTINGS INSIDE BUILDINGS AND BELOW COVERED WALKS AND

CORRIDORS

A. Drain and Waste Pipe Above Grade: Cast iron soil pipe and fittings, asphaltic coated,

conforming to ASTM A888 and Cast Iron Soil Pipe Institute Standard (CISPI) 301 and so

marked. Pipe and fittings shall be as manufactured by AB&I, Charlotte, Tyler Pipe, or equal.

Pipe and fittings shall be the products of a single manufacturer. At Contractor’s option, vertical

piping above floor from lavatories, sinks, and drinking fountains may be Schedule 40

galvanized steel pipe with black cast iron drainage fittings, or DWV copper pipe and fittings.

1. Joints above grade: No-Hub pipe conforming to ASTM A888 and CISPI 301. Couplings

conforming to ASTM 1277 and CISPI 310, with stainless steel bands. Provide products

by ANACO-Husky, Tyler, Ideal or equal. Provide sway brace at 20'-0" maximum

spacing for suspended pipe with No-Hub joints. Provide a brace on each side of a change

in direction of 90 degrees or more. Brace riser joints at each floor and at 15 foot

maximum intervals (also see Specification Section 22 00 50).

B. Drain and Waste Pipe Below Grade: Cast iron soil pipe and fittings, asphaltic coated,

conforming to ASTM A888 and CISPI 301 and so marked. Pipe and fittings shall be as

manufactured by AB&I, Charlotte, Tyler Pipe, or equal. Pipe and fittings shall be the products

of a single manufacturer. At Contractor’s option, hub and spigot cast iron soil pipe and fittings,

asphaltic coated, conforming to ASTM A-74 and so marked, may be used.

1. Joints below grade: ANACO-Husky SD 4000, Clamp-All 125, or equal couplings and

No-Hub fittings, meeting the requirements of FM 1680, SD Class I and ASTM C1540.

2. Joints below grade (hub and spigot option): neoprene gaskets conforming to ASTM

C564, as manufactured by Ty-Seal, Dual-Tite, or equal.

C. Vent Pipe:

1. 3 inch and larger: Cast iron soil pipe and fittings conforming to ASTM A888 and Cast

Iron Soil Pipe Institute Standard 301 and so marked.



PHASE 2



(11-30-15) 22 10 00 - 4

2. 2-1/2 inch and smaller: Schedule 40 galvanized steel pipe with black cast iron drainage

fittings, or DWV copper pipe and fittings.

3. Vent pipe buried in ground and to 6 inches above ground: Cast iron soil pipe and fittings

conforming to ASTM A888 and Cast Iron Soil Pipe Institute Standard 301 and so

marked. Joints in cast iron vent pipe shall be the same as specified for cast iron waste

pipe below ground.

D. Water Pipe (Tempered Water, Tempered Water Return, Hot Water, Hot Water Return and Cold

Water): ASTM B88, Type L copper tubing, hard-temper, with wrought copper fittings. Provide

full solder cup for all fittings. Capped or plugged outlets shall be Schedule 40 screwed brass.

Water piping below slab: ASTM B88, Type K copper tubing, hard temper, with wrought

copper fittings. At Contractor’s option, pipe runs below slab having no branches may be ASTM

B88, Type K annealed copper tubing without joints. See Section 22 00 50 for pipe protection

requirements for below slab copper piping.

E. Condensate Drain Piping:

1. Inside buildings provide ASTM B88, Type L copper tubing and fittings. Provide Wye

fittings with capped cleanout plug for tubing up to 1 inch size. Provide wrought or cast

DWV fittings for sizes 1-1/4 inch and larger.

2. Connect condensate drains to mechanical equipment per equipment manufacturer's

recommendations; provide P-trap where required. Slope piping to drain, with 1 inch in

10 foot minimum pitch. Provide di-electric couplings or unions at connections to

dissimilar materials.

3. Where Drawings indicate installation of mechanical equipment on spring isolation rails

or spring mounted curbs, provide threaded metal connector at mechanical equipment,

Metraflex Model SST or BST, Unisource Mfg. Co. “V” connector, or equal, CSA listed

for 4 inches of movement. Arrange flexible connection to insure drainage of condensate

under all installation conditions, and arrange for support of flexible connection at each

end of the connector, to insure alignment at all times.

4. Where condensate drain P-traps are required, install trap using Wye fitting on inlet and

outlet of trap. Provide cap on top of each Wye, made removable for cleaning and

inspection. Drill 1/8 inch diameter hole in cap at outlet of the trap to allow venting of the

system. Minimum depth of trap should be 4 inches, or as recommended by the

manufacturer in printed literature.

5. Provide cleanout tees or “Y” at each change in direction.

F. Condensing-Type Equipment Condensate Drain Pipe: CPVC pipe and fittings conforming to

ASTM 2618.

1. Provide CPVC condensate drain pipe for condensing water heaters, furnaces, and where

shown on Drawings.

2. Provide continuous support for horizontal piping.

3. Piping and fittings shall be as manufactured by Spears Manufacturing, Charlotte Pipe and

foundry Co., or equal.



PHASE 2



(11-30-15) 22 10 00 - 5

2.3 WATER HAMMER ARRESTORS

A. Provide water hammer arrestors conforming to lead-free requirements of California Health and

Safety Code Section 116875, with nesting type bellows contained within a casing having

sufficient displacement volume to dissipate the calculated kinetic energy generated in the piping

system. Water hammer arrestors shall be sized for type and number of fixtures served. Provide

all stainless steel shell construction with stainless steel bellows and threaded connection to

water system.

B. Water hammer arrestors shall be certified under P.D.I. Standard WH201 and by ASSE Standard

1010.

C. Select units in accordance with the requirements of Plumbing and Drainage Institute Standard

P.D.I. WH201. Install above ceilings or behind wall access door at each plumbing fixture, or

where plumbing fixtures are installed in groups, at each group of fixtures.

D. Manufacturers: Subject to compliance with requirements, available manufacturers offering


Josam Company, series 75000

Smith (Jay R.) Mfg. Co., Hydrotrol 5005-5050

Mifab, series WHB

2.4 CLEANOUTS

A. General: Install cleanouts of same diameter as pipe (4 inch maximum) in all horizontal soil and

waste lines where indicated and at all points of change in direction. Cleanouts shall be located

not less than 18 inches from building construction so as to provide sufficient space for rodding.

No horizontal run over 50 feet inside buildings or 100 feet outside buildings shall be without

cleanout, whether shown on Drawings or not. Provide two-way cleanouts where indicated on

drawings, and where required for satisfactory use.

1. Provide cleanouts in waste drop from each sink and urinal.

2. Provide one wrench for each size and type of cleanout used. Turn over to Owner at

completion of the project, and obtain receipt. Place receipt in Operation and

Maintenance Manuals.

B. Cleanouts in floor and in concrete sidewalks: Ducco Cast Iron with nickel bronze top, clamping

collar and ABS plastic plug: Zurn ZN-1400-KC, or equal, with square or round top to suit floor

construction.

C. Cleanouts in composition floors: Zurn ZN-1400-X-DX, or equal (nickel bronze top).

D. Cleanouts in concealed, aboveground cast-iron soil or waste lines: Zurn Z-1440A, or equal, with

ABS plastic plug.



PHASE 2



(11-30-15) 22 10 00 - 6

E. Cleanouts in walls: Zurn Z-1441 or Z-1443, or equal, with stainless steel cover. Provide long

sweep elbow or combination wye at connection to riser and install with surface of cleanout

within 1/2 inch of front face of finished wall.

1. Where space does not permit the above installation, provide Zurn Z-1446, or equal, with

stainless steel access cover, and vandal resistant screw.

2. Install face of cleanout plug within 1/2 inch of front face of finished wall.



Zurn

J.R. Smith

Josam

2.5 HOPPER DRAINS

A. Manufacturers: Drawing schedules indicate Basis of Design products. Subject to compliance

with requirements, provide product indicated on Drawings, or comparable product by one of the

following, or equal:

Zurn

J.R. Smith

PART 3 - EXECUTION

3.1 INSPECTION

A. Examine areas and conditions under which plumbing piping systems are to be installed. Do not

proceed with Work until unsatisfactory conditions have been corrected in manner acceptable to

Contractor.

B. Make all arrangements for the utilities required. Pay all costs involved in obtaining the services

including gas service and meter, water meter, pressure reducing valve, access boxes, street

work. Connect to site utilities. Verify the location of all services. No extra cost will be

allowed if services are not as shown.

C. At time of final connection, and prior to opening valve to allow pressurization of water and gas

piping from existing systems, on site or off site, perform a pressure test to indicate static

pressure of existing systems. If pressure on water piping is greater than 80 psi, or gas pressure

is not as indicated on Contract Documents, inform Architect immediately. Do not allow piping

systems to be pressurized without written consent of the Architect.

3.2 INSTALLATION OF WATER PIPING



PHASE 2



(11-30-15) 22 10 00 - 7

A. Run all water piping generally level, free of traps or unnecessary bends, arranged to conform to

the building requirements, and to suit clearance for other mechanical work such as ducts, flues,

conduits, and other work. No piping shall be installed so as to cause unusual noise from the

flow of water therein under normal conditions.

B. Provide manufactured water hammer arrestors, sized and installed in accordance with Plumbing

and Drainage Institute Standard PDI WH201.

1. Locate water hammer arrestors at every plumbing fixture, or, where fixtures are located

in groups, at every group of fixtures, and as indicated on Drawings.

2. Install water hammer arresters above accessible ceilings, or install access doors for

service.

C. Install piping on room side of building insulation.

D. Check final location of rubber rings within couplings on PVC water piping with gauge or as

recommended by manufacturer. Make connection to valves with cast iron adapters connected to

water pipe with cast iron couplings. Furnish and install anchors or thrust blocks.

E. For all faucets, hose bibbs, or other water outlets delivering industrial hot and/or cold water,

provide a sign, permanently mounted, indicating "CAUTION: NON-POTABLE WATER, DO

NOT DRINK". Each sign shall be permanently engraved with black uppercase letters on a

yellow background. Letters shall be minimum 1-1/4 inch high.

3.3 INSTALLATION OF SANITARY AND STORM DRAINAGE SYSTEMS

A. Sewer Piping: Run all horizontal sanitary drain piping inside of building on a uniform grade of

not less than 1/4 inch per foot unless otherwise noted or later approved. Unless otherwise noted

on the plans, piping shall have invert elevations as shown and slope uniformly between given

elevations.

B. Run all drainage piping as straight as possible and provide easy bends with long turns; make all

offsets at an angle of 45 degrees or less.

C. Grade all vent piping so as to free itself quickly of any water condensation.

D. Where possible, join groups of vent risers together with one enlarged outlet through roof.

Maintain minimum of 10 foot horizontal or 3 foot vertical clearance from air intakes.

E. Hubless Cast Iron Joints: Comply with coupling manufacturer's installation instructions.

3.4 INSTALLATION OF CLEANOUTS

A. Cleanouts: Install in piping as indicated, as required by California Plumbing Code, at each

change in direction of piping greater than 45 degrees. Install at maximum intervals of 50 feet



PHASE 2



(11-30-15) 22 10 00 - 8

for piping 4 inches and smaller and 100 feet for larger piping inside buildings, and at base of

each conductor.

B. Flashing Flanges: Install flashing flange and clamping device with each cleanout passing

through water resistant membrane.

3.5 INSTALLATION OF HOPPER DRAINS

A. Install hopper drain in wall, in sheet metal box, with access door.

1. Size access door and box to suit the size required for hopper drain and trap primer, and

solder all seams of box. Seal all penetrations to box with non-hardening waterproof

sealant. Provide locking door in occupied spaces.

B. Grind top and sides of funnel, if required, to suit wall thickness.

3.6 EQUIPMENT CONNECTIONS

A. Piping Runouts to Fixtures: Provide hot and cold water piping runouts to fixtures of sizes

indicated.

B. Mechanical Equipment Connections: Connect hot and cold water piping system and gas piping

system to mechanical equipment as indicated, and provide with shutoff valve and union for each

connection.

3.7 SPARE PARTS

A. Furnish to Owner, with receipt, one valve key for each key operated hydrant, bibb, or faucet

installed.

3.8 DOMESTIC WATER SYSTEM STERILIZATION

A. Clean and disinfect new or altered hot and cold water piping connected to domestic water

systems using methods prescribed by the Health Authority. If the Health Authority does not

prescribe methods, clean and disinfect new or altered hot and cold water piping using methods

given in the California Plumbing Code.

1. A water treatment company that has a current state EPA license to apply disinfectant

chlorine in potable water shall perform the procedure.

3.9 CARE AND CLEANING

A. Repair or replace broken, damaged, or otherwise defective parts, materials, and work. Leave

entire work in condition satisfactory to Architect. At completion, carefully clean and adjust

equipment, fixtures, and trim that are installed as part of this work. Remove labels from

stainless steel sinks, except 316 stainless steel sink labels should be retained to confirm that the



PHASE 2



(11-30-15) 22 10 00 - 9

correct material has been provided. Leave systems and equipment in satisfactory operating

condition.

3.10 OPERATION TEST

A. Test each piece of equipment to show that it will operate in accordance with indicated

requirements.

3.11 TESTING AND BALANCING

A. See Section 23 05 93 of these specifications for testing and balancing requirements.

3.12 CLEANING UP

A. Upon completion of Work remove materials, equipment, apparatus, tools, and the like, and

leave premises clean, neat, and orderly.




PHASE 2



(11-30-15) 22 10 00 - 10

This Page Left Intentionally Blank



PHASE 2


Plumbing Fixtures

(11-30-15) 22 40 00 - 1

SECTION 22 40 00 - PLUMBING FIXTURES

PART 1 - GENERAL


A. Water supplies and stops.

B. Plumbing fixture hangers and supports.

C. Refrigerator ice maker.

D. Dishwasher air gap fitting.




B. Section 22 00 50 Basic Plumbing Materials and Methods.




B. Coordinate all of work in this Section with all of the Trades covered in other Sections of the

Specifications to provide a complete, operable and sanitary installation of the highest quality

workmanship.

1.4 DESCRIPTION OF WORK

A. Furnish and install all plumbing work indicated on the Drawings and described herein.


A. Manufacturers: Firms regularly engaged in manufacture of plumbing fixtures of the type, style

and configuration required. All companies providing products with warranties must have been

engaged in manufacturing of such products for as long as the warranty states.

B. Plumbing Fixture Standards: Comply with applicable portions of the following codes and

requirements for all work in this section:

California Building Code – CBC

California Plumbing Code – CPC



PHASE 2


Plumbing Fixtures

(11-30-15) 22 40 00 - 2

California Health and Safety Code

American National Standards Institute - ANSI

Federal Standards - F.S.

National Sanitary Foundation – NSF International

C. ANSI Standards: Comply with ANSI/NSF 61, “Drinking Water System Components – Health

Effects.”

D. PDI Compliance: Comply with standards established by Plumbing and Drainage Institute

pertaining to plumbing fixture supports.

E. Americans with Disabilities Act (ADA).

F. California Health and Safety Code Compliance: For products covered under the scope of HSC

116875 for potable water service. Products for potable water service shall be third-party

certified by an approved laboratory as complying with California Health and Safety Code

Section 116875.

1.6 SUBMITTALS

A. Product Data: Submit manufacturer's specifications for plumbing fixtures and trim, including

catalog cut of each fixture type and trim item furnished.

B. Maintenance Data: Submit maintenance data and parts lists for each fixture type and trim item,

including instructions for care of finishes. Include this data in Operation and Maintenance

Manual.

C. Pipe, pipe or plumbing fittings, fixtures, solder and flux installed in a system providing water




116875.


A. California Green Building Standards Code Requirements:

1. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA

WaterSense Specification for Tank-Type Toilets.

2. Single Showerheads shall be certified to the performance criteria of the U.S. EPA

WaterSense Specification for Showerheads.

PART 2 - PRODUCTS

2.1 PLUMBING FIXTURES



PHASE 2


Plumbing Fixtures

(11-30-15) 22 40 00 - 3

A. General: Provide factory fabricated fixtures of type, style and material indicated. For each type

fixture, provide fixture manufacturer's standard trim, carrier, seats, and valves as indicated by

their published product information; either as designed and constructed, or as recommended by

the manufacturer, and as required for a complete, installation. Where more than one type is

dedicated, selection is Contractor's option; but, all fixtures of same type must be furnished by

single manufacturer.

1. Take special care with the roughing-in and finished plumbing where batteries of fixtures

occur.

2. Take location and mounting heights for roughing-in from Architectural Drawings.

3. Follow schedule on Plumbing Drawings for roughing-in connections. Set roughing-in for

all fixtures exactly as per measurements furnished by the manufacturers of the fixtures

used.

4. Roughing-in for lavatories and sinks shall be brought in through the wall under the

centerline of the drain from the fixture wherever possible and as close to the fixture as

possible.

2.2 MATERIALS

A. Provide materials that have been selected for their surface flatness and smoothness. Exposed

surfaces that exhibit pitting, seam marks, roller marks, foundry sand holes, stains, discoloration,

or other surface imperfections on finished units are not acceptable.

B. Where fittings, trim and accessories are exposed or semi-exposed, provide, chromium plated 17

gauge seamless brass and match faucets and fittings. Provide 17 gauge seamless copper or

brass where not exposed.

C. Handles on all faucets and stops shall be all metal chromium plated.

2.3 PLUMBING FITTINGS, TRIM AND ACCESSORIES

A. Water Outlets: At locations where water is supplied (by manual, automatic or remote control),

provide commercial quality faucets, valves, or dispensing devices, of type and size indicated,

and as required to operate as indicated.

1. Include manual shutoff valves and connecting stem pipes to permit outlet servicing

without shut-down of water supply piping systems.

B. P-Traps: Include IAPMO approved removable P-traps where drains are indicated for direct

connection to drainage system. P-Traps shall be less trap screw cleanout, and incorporate a

chrome plated cast brass body, brass connection nuts, 17 gauge seamless brass wall return and

chrome plated wall escutcheon to match trap finish.

C. Carriers: Provide cast iron supports for fixtures of graphitic gray iron, ductile iron, or malleable

iron as indicated. Where the carrier for wall mounted water closets are installed more than 6

inches behind the finished wall, provide water closet support for wide pipe chase.



PHASE 2


Plumbing Fixtures

(11-30-15) 22 40 00 - 4

D. Fixture Bolt Caps: Provide manufacturer's standard exposed fixture bolt caps finished to match

fixture finish.

E. Escutcheons: Where fixture supplies and drains penetrate walls in exposed location, provide

chrome-plated cast brass escutcheons with setscrews.

F. Aerators: Provide aerators of types approved by Health Departments having jurisdiction.

Delete aerators where not allowed by CPC for health care occupancies.

G. Comply with additional fixture requirements contained in Fixture Schedule shown on the

drawings.

2.4 MANUFACTURERS

A. In accordance with California Plumbing Code, provide indelibly marked or embossed

manufacturers name or logo, arranged so as to be visible after installation.

B. Manufacturers: Drawing schedules indicate Basis of Design products. Subject to compliance

with requirements, provide product indicated on Drawings, or comparable product by one of the

following:

1. Vitrified China Plumbing Fixtures:

American Standard, U.S. Plumbing Products

Crane Plumbing

Eljer Plumbingware Div., Wallace-Murray Corp.

Kohler Co.

VitrA

2. Modular Lavatories:

Badeloft

Bradley

Acorn

Willoughby Industries, Inc.

3. Plumbing Trim:

McGuire Manufacturing Co., Inc.

Delta Commercial

Chicago Faucet Co.

T&S Brass and Bronze Works, Inc.

4. Flush Valves:

Sloan Valve Co.

Zurn Industries, Hydromechanics Div.



PHASE 2


Plumbing Fixtures

(11-30-15) 22 40 00 - 5

Toto USA, Inc.

5. Faucets:

Chicago Faucet Co.

Symmons Scott

T&S Brass and Bronze Works, Inc.

Delta Commercial

6. Fixture Seats:

Church Seat Co.

Bemis Mfg. Co.

Beneke Corp.

7. Service Sinks:

Acorn

American Standard

Kohler Co.

Williams Serviceptor

Florestone

8. Stainless Steel Sinks:

Elkay Mfg. Co.

Just Mfg. Co.

Haws Corporation

9. Fixture Carriers:

Josam Mfg. Co.

J. R. Smith

Tyler Pipe; Wade Div.

Zurn Industries; Hydromechanics Div.

Mifab, Inc.

2.5 FLUSH VALVE REQUIREMENTS

A. Metering flush valves where required and specified shall be non-hold open type with exposed

parts chrome plated. Conform to all codes and manufacturers' recommendations. All

diaphragms are to have multiple filtered bypass and be chloramine resistant synthetic rubber

with internal components suitable for l80 degree hot water to l50 pounds pressure, plastic or

leather diaphragm not acceptable.

2.6 FIXTURE CONNECTIONS



PHASE 2


Plumbing Fixtures

(11-30-15) 22 40 00 - 6

A. Make connection between fixtures and flanges on soil pipe absolutely gastight and watertight

with neoprene type gaskets (wall hung fixtures) or bowl wax (floor outlet fixtures). Rubber

gaskets or putty will not be permitted.

B. Provide fixtures not having integral traps with P-traps of chromium-plated 17 gauge cast brass,

with 17 gauge seamless brass wall return, connected to concealed waste in wall and sanitary

fittings. Provide IAPMO approval for trap, and provide less trap screw cleanout.

1. Manufacturers: Subject to compliance with requirements, available manufacturers

offering products that may be incorporated into the Work include the following, or equal:

Dearborn Brass, Commercial series with brass nuts

Delta Commercial

McGuire Manufacturing Co., Inc.

C. Connections from stacks or horizontal wastes to wall or floor finish for wastes from lavatories,

urinals, sinks, and drinking fountains and connection between floor drains and traps shall be IPS

85 percent red brass pipe.

D. Unions on waste pipes on fixture side of traps may be slip or flange joints with soft rubber or

lead gaskets. Traps shall rough in full size to waste and vent connection, using deep escutcheon

plate to cover wall penetration. Compression adaptor extensions or sweat adaptors are not

acceptable.

2.7 WATER SUPPLIES AND STOPS

A. Provide 85 percent IPS threaded red brass nipple, conforming to the lead-free requirements of

California Health and Safety Code Section 116875, securely anchored to building construction,

for each connection to stops, hose bibbs, etc. Each fixture, except hose bibbs, shall have stop

valves installed on water supply lines.

B. Provide water supplies to fixtures with compression shut-off stops with IPS inlets and lock

shield-loose key handles. Provide combination fixtures with compression stop and IPS inlet on

each water supply fitting. Provide lock shield-loose key handle for each stop.

C. Provide 1/2 inch riser tubes with reducing coupling for fixtures, unless otherwise noted.

D. Provide cast brass escutcheon.

E. Furnish shut-off valves on hose bibbs where directly connected to mains with no intervening

valves.



BrassCraft Manufacturing model SR37XC stop with 3-12AC riser and 647 escutcheon.



PHASE 2


Plumbing Fixtures

(11-30-15) 22 40 00 - 7

McGuire Manufacturing Company, Inc. model LFH2167LK.

Watts model LF890 203LK.

2.8 PLUMBING FIXTURE HANGERS AND SUPPORTS

A. Residential type fixture supports are not acceptable.

B. Install wall mounted water closets with combination support and waste fittings, with feet of

support securely anchored to floor.

C. Install floor mounted water closets with J.R. Smith, Zurn, or equal government pattern cast iron

closet flanges with brass bolts, nuts, washers, and porcelain caps secured with Spackle.

D. Install the following fixtures on concealed support with feet of support securely anchored to

floor. Anchor top of support to wall construction in an approved manner.

1. Wall hung lavatories.

2. Wall mounted urinals.

2.9 PLUMBING FIXTURES

A. Install all plumbing fixtures at height indicated on Architectural Drawings. Where mounting

height is not indicated, install at height required by Code.

B. Special Requirements For Accessible Fixtures:

1. Operating handle or valve for accessible water closets, urinals, lavatories, and sinks shall

operate with less than 5 pounds force. Metering faucets shall be adjusted to operate

between 10 and 15 seconds.

2. Insulate exposed waste piping and domestic water supplies below accessible fixtures with

CBC access code compliant molded “closed-cell” vinyl covers. Covers shall be installed

using vandal resistant fasteners and must be removable. Covers shall meet flame spread

rating not to exceed 25 and smoke density not to exceed 50 when tested in accordance

with ASTM E-84, and shall comply with the requirements of California Code of

Regulations, Title 24. Plumberex – Handy Shield, Johns Manville – Zeston 2000, or

equal.

C. Refrigerator Ice Maker:

1. Manufacturers: Drawing schedules indicate Basis of Design products. Subject to

compliance with requirements, provide product indicated on Drawings, or comparable

product by one of the following, or equal:

Guy Gray

Water-Tite



PHASE 2


Plumbing Fixtures

(11-30-15) 22 40 00 - 8

PART 3 - EXECUTION

3.1 PRODUCT HANDLING AND PROTECTION

A. Deliver packaged materials in their original, unopened wrapping with labels intact. Protect

materials from water, the elements and other damage during delivery, storage and handling.

3.2 PREPARATORY PROVISIONS

A. The Contractor is responsible for the examination and acceptance of all conditions affecting the

proper construction and/or installation of the Work of this Section. Do not proceed until all

unsatisfactory conditions have been corrected. Commencing work will be construed as

acceptance of all conditions by the Contractor as satisfactory for the construction and/or

installation of the Work.

3.3 INSPECTION AND PREPARATION

A. Examine roughing-in work of domestic water and waste piping systems to verify actual

locations of piping connections prior to installing fixtures. Also examine floors and substrates,

and conditions under which fixture work is to be accomplished. Correct any incorrect locations

of piping, and other unsatisfactory conditions for installation of plumbing fixtures. Do not

proceed with work until unsatisfactory conditions have been corrected.

B. Install plumbing fixtures of types indicated where shown and at indicated heights; in accordance

with fixture manufacturer's written instructions, roughing-in drawings. Ensure that plumbing

fixtures comply with requirements and serve intended purposes. Comply with applicable

requirements of the National Standard Plumbing Code pertaining to installation of plumbing

fixtures.

C. Fasten plumbing fixtures securely to supports or building structure; and ensure that fixtures are

level and plumb. Secure plumbing supplies to blocking behind or within wall construction so as

to be rigid, and not subject to pull or push movement.

D. Install CBC accessible fixtures in accordance with Chapter 4 California Plumbing Code, and

Chapters 11A and 11B California Building Code.

E. Refer to Division 26 for wiring for electronic flush valves.

3.4 INSTALLATION OF FAUCETS

A. Provide 85 percent IPS red brass pipe, conforming to lead-free requirements of California

Health and Safety Code Section 116875, securely anchored to building construction, for each

connection to faucets, stops, hose bibbs, etc. Each fixture, except hose bibbs, shall have a stop

valve installed on water supply lines to permit repairs without shutting off water mains.

B. Adjust metering faucets to run for 10 to 15 seconds.



PHASE 2


Plumbing Fixtures

(11-30-15) 22 40 00 - 9

3.5 CLEAN AND PROTECT

A. Clean plumbing fixtures of dirt and debris upon completion of installation.

B. Protect installed fixtures from damage during the remainder of the construction period.

C. Grout voids between all fixtures and adjacent surfaces with white Dow Silicone Sealant,

arranged to shed water.

3.6 FIELD QUALITY CONTROL

A. Upon completion of installation of plumbing fixtures and after units are water pressurized, test

fixtures to demonstrate capability and compliance with requirements. When possible, correct

malfunctioning units at site, then retest to demonstrate compliance; otherwise, remove and

replace with new units and proceed with retesting.

3.7 EXTRA STOCK

A. General: Furnish special wrenches and other devices necessary for servicing plumbing fixtures

and trim to Owner with receipt. Furnish one device for every ten units.




PHASE 2


Plumbing Fixtures

(11-30-15) 22 40 00 - 10

This Page Left Intentionally Blank

FE FE

FE

FE

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EXISTING GYP BD CEILING TO REMAIN

EXISTING ACT 24 X 24 TO REMAIN

OPEN TO STRUCTURE

REMOVE EXISTING GYP BD CEILING

REMOVE EXISTING ACT 24 X 24.SALVAGE UNDAMAGED TILES FOR REINSTALLATION

EXISTING (E) TO REMAIN

DEMOLITION

DEMOLITION RCP LEGEND

[ACT (E)]

[ACT (D)]

[GYP BD (E)]

[GYP BD (D)]

[OTS]

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[ACT (D)]+9' - 8"

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[OTS]+12' - 4"

[ACT (E)]+8' - 4"

[ACT (D)]+8' - 4"

[OTS]+12' - 4"

[OTS]+12' - 4"

[ACT (E)]+9' - 8"

[OTS]+12' - 4"

[OTS]+12' - 4"

[ACT (D)]+9' - 2"

[ACT (E)]+8' - 6"

[ACT (D)]+9' - 8"

[ACT (D)]+8' - 9"

[ACT (D)]+8' - 6"

[ACT (D)]+8' - 4"

[ACT (D)]+8' - 4"

[ACT (D)]+9' - 9"

[ACT (D)]+9' - 9"

[ACT (D)]+9' - 5"

[ACT (D)]+8' - 6"

[GYP BD (E)]+9' - 3"

[ACT (E)]+9' - 3"

[ACT (E)]+9' - 3"

[GYP BD (E)]+8' - 5"

[ACT (D)]+9' - 7"

[ACT (D)]+9' - 3"

[ACT (E)]+8' - 6"

[ACT (E)]+9' - 4"

[ACT (D)]+9' - 9"

[ACT (D)]+9' - 9"

345IT

320BOPEN OFFICE

320AOPEN OFFICE

350CONFERENCE

352OFFICE

310AOPEN OFFICE

310BOPEN OFFICE

311CONFERENCE/TRAINING

301LOBBY

330PLAN CHECK

331OFFICE

347OFFICE

346OFFICE

341OFFICE

342STORAGE

344BREAK

307STORAGE

361OFFICE

362OFFICE

334RECEPTION

325SHARED OFFICE

[OTS]+12' - 4"

343STORAGE

[ACT (D)]+8' - 4"

[ACT (E)]+8' - 3"

CONFERENCE/TRAINING321

MECH322

CONFERENCE360

ELEC303

PSCCOORDINATOR

333

B&S OFFICE335

B&S OFFICE336

ASSISTANTBUILDINGOFFICIAL

351

332COPY

332AJAN

[GYP BD (E)]+7' - 4"

[ACT (E)]+8' - 6"

[ACT (D)]+9' - 11"

MEN306

WOMEN304

HALL305

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3

ELEV 2

ELEV 1

STAIR NO.2S2-3RD

STAIR NO.3S3-3RD

STAIR NO. 1S1-3RD

[GYP BD (E)]+7' - 4"

CLOSET325A

[GYB BD (E) -VIF]

[GYB BD (E) -VIF]

147' - 11 1/4"

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D-18 TYPD-18

TYPD-37D-18 TYPD-18

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1. REFER TO RCP FOR AREAS OF (E )CEILING TO REMAIN AND EXTENT OF DEMOLITION.REFER TO M/E/P/FP DRAWINGS FOR AREAS WHERE ADDITIONAL DEMOLITION ISREQUIRED. PATCH AND REPAIR CEILINGS TO MATCH EXISTING ADJACENT.

2. PATCH AND REPAIR ALL FLOOR SLABS, WALLS, AND CEILINGS AS REQ'D TO PROVIDESMOOTH SURFACE FOR (N) FINISHES.

3. SALVAGE ALL (E) BUILDING STANDARD ACOUSTICAL CEILING TILES DEEMED TO BE INLIKE-NEW CONDITION FOR FUTURE RE-USE. COORDINATE STORAGE LOCATION W/OWNER.

4. REMOVE (E) WINDOW TREATMENTS IN ALL AREAS, BASEMENT THROUGH FOURTHFLOORS.

5. (E) SHADES AT ALL SKYLIGHTS TO REMAIN.6. REFER TO RCP FOR CONTRACTOR'S OPTION TO REMOVE EXISTING CEILING GRID AND

LIGHTING AND PROVIDE NEW AT NO ADDITIONAL COST IN AREAS WHERE NEWDUCTWORK IS INDICATED TO BE INSTALLED.

GENERAL NOTES - RCP DEMO

architects and planners

Berkeley, CA 94710tel 510.542.2200fax 510.542.2201

729 Heinz Avenue

JOB NO.

SCALE

CHECKED

DRAWN

SHEET NUMBER

DATE

SHEET TITLE

REVISIONS

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D-18 REMOVE EXISTING CEILING GRID. SALVAGE 20% OF EXISTING CEILING TILES THATARE UNDAMAGED FOR EACH AREA FOR REINSTALLATION, REFER TO RCP

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No. C-14064

NO. DATE DESCRIPTIONA2.3 11/30/15 Phase 2 Addendum 03

(E)

(E)

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(E) (E)

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4 5 6 7 8


MECH322

PLAN CHECKSUPERVISOR

OFFICE347

P/C SENIORENGINEER

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PWENGINEERINGPLAN CHECK

362

CONFERENCE360

PSC PLANCHECKER

352

ASSISTANTBUILDINGOFFICIAL

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B&S OFFICE336

B&S OFFICE335

BREAK ROOM331

PSCCOORDINATOR

333

STAIR NO. 1S1-3RD

INFO CENTER +WELCOME DESK

301

PLAN CHECKEROFFICE

341

P/C PLANCHECKEROFFICE

342

P/C CHECKEROFFICE

343

PLAN CHECK /STATION 13

344

PERMIT CENTERPUBLIC WAITING

302

ELEC303

PSC PLANCHECK

COORDINATION330

CASHIER334

HOUSINGINSPECTOR

SUPERVISOR325

OPEN OFFICE -BLDG INSPECT

320

OPEN OFFICE -ADMIN

350

P/C ENGINEERPLAN CHECK

OFFICE348

WOMEN304

MEN306

P/C FIRE OFFICE349

PUBLIC / STAFFCONFERENCE

328

HALL305

OPEN OFFICE -PS329

PUBLIC SERVICECOUNTERS

310

[ACT - NEW]+9' - 6"

[ACT - NEW]+9' - 0"

B&S OFFICE326

[ACT - NEW]+9' - 0"

PLANCOLLATION &

STORAGE307

[ACT - NEW]+9' - 9"

BLDGINSPECTOR

SUPERVISOR363

CSS3 OFFICE359

[ACT - NEW]+9' - 6"

IT345

3

ELEV 2

ELEV 1

STAIR NO.2S2-3RD

STAIR NO.3S3-3RD

[GYP BD (E)]+8' - 5"

[ACT (E)]+8' - 6"

[ACT (E)]+9' - 4"

[ACT (E)]+8' - 3"

[ACT (E)]+8' - 4"

[OTS]+12' - 4"

[ACT (E)]+9' - 8"

[OTS]+12' - 4"

[OTS]+12' - 4"

HOUSINGINSPECTIONDESK AREA

323

HALL340

HALL340

HALL337

[OTS]+12' - 4" [OTS]

+12' - 4"

[OTS]+12' - 4"

[ACT - NEW]+9' - 11"

[ACT (E)]+8' - 6"

[ACT (E)]+9' - 3"

[ACT (E)]+9' - 3"

[ACT - NEW]+8' - 4"

[ACT - NEW]+8' - 4"

[GYB BD (E) -VIF]

JANITOR332

[OTS]

[OTS]

[ACT (E)]+8' - 6" [ACT - NEW]

+9' - 9"

[ACT - NEW]+9' - 3"

[ACT - NEW]+9' - 9"

ALIGN

[ACT - NEW]+8' - 6"

[ACT - NEW]+9' - 11"

[ACT - NEW]+9' - 9"

E-09

[ACT - NEW]+9' - 11"

[ACT - NEW]+9' - 8"

[ACT - NEW]+9' - 8"

[ACT - NEW]+9' - 9"

[ACT - NEW]+9' - 9"

[ACT - NEW]+9' - 5"

[ACT - NEW]+8' - 4"

[ACT - NEW]+8' - 4"

[ACT - NEW]+9' - 8"

E-09E-09

09-05

09-05

E-09

09-08 TYP09-08

E-09 TYPE-09

09-2509-25

12A8.42.2

._______

(E) (E)

(E)(E)

A2.3

EXISTING GYP BD CEILING TO REMAIN

EXISTING ACOUSTICAL CEILING 24 x 24 TO REMAIN

ACOUSTICAL WOOD PANEL


DEMOLITION

RCP LEGEND

[ACT (E)]

[GYP BD (E)]

GYP BD CEILING[GYP BD - NEW]

ACOUSTICAL CEILING 24 x 24[ACT - NEW]

PRIMARY DAYLIGHTING ZONE

SECONDARY DAYLIGHTING ZONE

OPEN TO STRUCTURE[OTS]

ACOUSTICAL FIBER BOARD

1. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION.2. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION3. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION4. WHERE CONCRETE STRUCTURE PENETRATES GWB - CUT GWB TIGHT TO

STRUCTURE. MUD, TAPE & SEAL, PAINT TO MATCH ADJACENT WALL5. PAINT ALL EXPOSED STRUCTURE, PIPES, DUCTS, CONDUIT AND ALL OTHER

EXPOSED ITEMS TYP6. ACOUSTIC TILE SHALL BE CENTERED IN ROOM UON7. REFER TO SHEET A8.40.2 AND A8.41.1 FOR TYPICAL SUSPENDED ACOUSTIC

CEILING AND TYP. GYP BOARD CEILING DETAILS.8. MANUAL SHADES AT EXTERIOR WALLS ARE MOUNTED INSIDE WINDOW OPENING,

TYP WHERE MOUNTING CONFLICTS OCCUR, IT SHOULD BE BROUGHT TOARCHITECT'S ATTENTION.

9. AT RESTROOMS, PATCH AND REPAIR CEILING TO MATCH ADJACENT

GENERAL NOTES - RCP



729 Heinz Avenue

JOB NO.

SCALE

CHECKED

DRAWN

SHEET NUMBER

DATE

SHEET TITLE

REVISIONS

1/8" = 1'-0"

11/3

0/2

015 1

0:5

5:2

6 A

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A2.43.2

THIRD FLOOR RCP


PHASE 2

BN

MB

Nov. 4, 2015

21401

BID SET


1/8" = 1'-0"A2.43.2THIRD FLOOR RCP1

▲N

Keynote Legend

# KEYNOTE

09-05 PATCH AND REPAIR CEILING AS REQUIRED AFTER INSTALLATION OF NEWMECHANICAL EQUIPMENT - SMD

09-08 PATCH AND PAINT EXISTING STRUCTURE AND MEP ELEMENTS AS REQUIRED TOMATCH NEW TYPICAL BUILDING STANDARD TREATMENTS. SEE DEMO PLAN FOREXTENTS.

09-25 PROVIDE ACOUSTIC TREATMENT PANELS DIRECT MOUNTED TO UNDERSIDE OFEXPOSED SLAB BETWEEN CONCRETE STRUCTURE FOR ROOMS 302 AND 310

12-02 MANUAL WINDOW SHADEE-09 CONTRACTOR'S OPTION TO REMOVE EXISTING CEILING GRID AND LIGHTING AND

PROVIDE NEW AT NO ADDITIONAL COST IN AREAS WHERE NEW DUCTWORK ISINDICATED TO BE INSTALLED. SEE MECHANICAL DRAWINGS FOR REFERENCE

▲N

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JANET TAM

No. C-14064

NO. DATE DESCRIPTION2 11/4/15 Permit Re-submittal

A2 11/16/15 Phase 2 Addendum 01A2.3 11/30/15 Phase 2 Addendum 03

FE

FE

FE

FE

E

D

4 5

WOMEN004

64 1/8"

HALL005

MEN006

LOBBY001

TYP

30"

26 1

/4"

34" AFF

17" AFFMAX

REGION OF PERMITTEDDOOR SWING

60"x59" CLEAR SPACE

48x60 CLEAR SPACE

A4.04.21W

1N

1E

1S

A4.04.2

2N

2S1

2W

A4.04.2

2S2

60" M

INEQ

EQ

EQ EQ

EQ EQ

52"

EQ EQ

60"

10-07

A-09

TYP10-08

4" M

AX.

32" M

IN

60"

22-04

31 1/2"SIM

TYP10-11

TYP10-08

TYP22-06

TYP22-06

48"

4" M

AX.

32" M

IN.

59"

36 3

/4"

_______A8.55.2

7

60" CLEAR

E

D

4 5

21 1

/2"

53"

64 1/8"

53"

6"

19 1/2"

43 3/4"

5' -

0"

14"

96"

6' - 7"

76 1

/2"

38 1

/2"

59 3/4"

4"

17 1/4" 17 1/2"

14 3/4"

18.5" AFF

18.5" AFF

15.5" AFFD-4

004WOMEN

006MEN

005HALL

TYPD-24

D-8

001LOBBY

TYPA-05

56 1

/2"

19"

34" AFF

33" AFF

69"

13"

TYPD-24D-26

TYPD-11

TYPD-14

D-9D-10

5' - 11"

2' -

8 1/

2" 1' -

4 1/

2"6

1/2"

TYPD-39

33 1

/2"

D-35

D

4 5

WOMEN104

67"

HALL105

LOBBY101

24 1

/2"

30"

A-07

A-06

34" AFF

A-06

2' - 0 1/2"

3' - 8"

17"-18"

A4.04.2

3N

3E

3S

3W

A4.04.2

4S1

4N

4W

8' -

3 1/

2"


60"x59" CLEAR SPACE

48x60 CLEAR SPACE

A-07

60"

2' -

10"

A4.04.2

4S2

TYP22-06

TYP10-08

A-09

4" M

AX

1' - 6"

10-07

5' -

0"

TYP10-11

TYP22-06

48"

TYP10-08

10-12

10-12

E

32" M

IN.

59"

40 1

/2"

_______A8.55.2

7

60" CLEAR

60"

4" M

AX

A2.3

E

D

4 5

22 1

/2"

67"

18.5" AFF

104WOMEN

106MEN

105HALL

101LOBBY

D-8

TYPA-05

D-11

23" AFF

TYPD-24

17.5" AFF

2' - 2"

4' - 5"

10' - 0 1/2"

8' -

3 1/

2"

4' - 10 1/2"2' - 6"2' - 6"

5' - 11"

15' -

10

1/2"

3' - 8"

5' -

5 1/

2"

6' - 3"

1' -

7"

D-9

TYPD-11

TYPD-24

TYPD-14

4' -

11"

1' - 5 3/4" 1' - 6 1/4"

4"

32 3/4"C-TOP28 1/2" BOTTOM EDGE

D-35

TYPD-39

D-26

D-10

TYPD-13

TYPD-13TYPD-14


DEMO (E) WALL AND ASSEMBLY

DEMOLITION PLAN LEGEND

NOT IN SCOPE


NEW CONSTRUCTION- FULL HEIGHT TO UNDERSIDEOF STRUCTURE, UON

FLOOR PLAN LEGEND

1. PATCH AND REPAIR ALL FLOOR SLABS, WALLS, AND CEILINGS AS REQ'D TO PROVIDESMOOTH SURFACE FOR (N) FINISHES

2. ALL EXISTING CONDITIONS TO REMAIN UNLESS NOTED OTHERWISE.3. EXISTING TOILET ROOM FIXTURES AND FINISHES TO REMAIN, UNLESS NOTED

OTHERWISE.4. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE.5. ALL DOORS, FRAMES, AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS.6. PROVIDE BACKING FOR WALL-HUNG FIXTURES, PER A8.00.2

GENERAL NOTES - FLOOR PLANS

1. WALLS, DOORS, AND FIXTURES SHOWN DASHED ARE TO BE DEMOLISHED.CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK REQUIRED TO CONSTRUCT THEFINISHED CONDITIONS AS SHOWN AND SPECIFIED. REFER TO FLOOR PLANS FORDIMENSIONS

2. DEMO (E) FINISH CEILINGS AT AREAS OF WORK ONLY, UON. REFER TO RCP FOR AREASOF (E ) CEILING TO REMAIN

3. DEMO (E) FINISH FLOORING AT AREAS OF WORK ONLY, UON.4. PATCH AND REPAIR ALL FLOOR SLABS, WALLS, AND CEILINGS AS REQ'D TO PROVIDE

SMOOTH SURFACE FOR (N) FINISHES.5. SALVAGE 20% OF EXISTING CEILING TILES THAT ARE UNDAMAGED FOR EACH AREA

FOR REINSTALLATION. COORDINATE STORAGE LOCATION W/ OWNER.

GENERAL NOTES - DEMOLITION



729 Heinz Avenue

JOB NO.

SCALE

CHECKED

DRAWN

SHEET NUMBER

DATE

SHEET TITLE

REVISIONS

As indicated

11/3

0/2

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A4.01.2

ENLARGED DEMOAND FLOOR PLANS- RESTROOMS


PHASE 2

Checker

Author

Nov. 4, 2015

21401

BID SET


Keynote Legend

# KEYNOTE

D-4 REMOVE EXISTING DOOR. EXISTING FRAME TO REMAIN.D-8 REMOVE EXISTING WALL BASE, FLOOR FINISH AND FLOOR COVERING ADHESIVE.

CLEAN AND PREPARE SLAB FOR NEW FLOOR FINISH. REFER TO FINISH PLANS FOREXTENTS.

D-9 REMOVE EXISTING MIRROR, PREP WALL TO RECEIVE NEW MIRRORD-10 REMOVE EXISTING COUNTER, LAVATORIES, FIXTURES, AND SOAP DISPENSERS.

SALVAGE WHERE INDICATED. SEE PLAN.D-11 REMOVE EXISTING COMBO SEAT COVER-TOILET-TISSUE DISPENSER FROM

DEMOLISHED PARTITION, AND SALVAGE FOR REINSTALLATION IN NEW PARTITION.EXISTING IN-WALL DISPENSER INSTALLED TO REMAIN WHERE DIMENSIONS ARECODE COMPLIANT, VIF.

D-13 REMOVE EXISTING GRAB BAR FROM DEMOLISHED PARTITION, AND SALVAGE FORREINSTALLATION IN NEW PARTITION

D-14 REMOVE EXISTING TOILETS AND URINALS AND PREP FOR NEW. CAP OFF UTILITIES.TILE TO BE PATCHED TO MATCH EXISTING AFTER INSTALLATION OF NEW FIXTURES.

D-24 REMOVE (E) TOILET PARTITIONS. SALVAGE TOILET PAPER DISPENSERS FOR RE-USED-26 REMOVE (E) PARTITION IN ORDER TO CREATE ADEQUATE CLEARANCE. PATCH AND

REPAIR WALL TO RECEIVE NEW TILE.D-35 EXISTING COUNTER AND FIXTURES TO REMAIN. PLANE BOTTOM EDGE OF APRON TO

REACH ADA CLEARANCE AND REFINISH LAMINATE EDGE.D-39 REMOVE EXISTING URINAL PARTITIONS

Keynote Legend

# KEYNOTE

10-07 PROVIDE FULL HEIGHT MIRROR TO UNDERSIDE OF CEILING10-08 PROVIDE TOILET PARTITIONS10-11 PROVIDE URINAL PARTITIONS10-12 PROVIDE STAINLESS STEEL WALL-MOUNTED BABY CHANGING STATION22-04 PROVIDE WALL MOUNTED DOUBLE LAVATORY AND FAUCET. REINSTALL SALVAGED

SOAP DISPENSER. EXTEND WALL TILE TO 4" ABOVE SINK HEIGHT.22-06 PROVIDE TOILETS AND URINALS TO REPLACE (E) FIXTURES. REINSTALL SALVAGED

ACCESSORIES. REFER TO PLUMBING DRAWINGSA-05 (E) ACCESSIBLE DRINKING FOUNTAIN TO REMAIN.A-06 36" MIN. GRAB BAR, USE SALVAGED WHERE AVAILABLEA-07 42" MIN. GRAB BAR, USE SALVAGED WHERE AVAILABLEA-09 REBUILD PARTITION TO CREATE CODE COMPLIANT CLEARANCE. PATCH TILE TO

MATCH EXISTING, WHERE WALL WAS REMOVED. TILE NEW PARTITION TO MATCHEXISTING TILE.

1/4" = 1'-0"A4.01.2ENLARGED PLAN - BASEMENT RESTROOMS1

1/4" = 1'-0"A4.01.2ENLARGED DEMO PLAN - BASEMENT RESTROOMS2

1/4" = 1'-0"A4.01.2ENLARGED PLAN - FIRST FLOOR RESTROOMS3

1/4" = 1'-0"A4.01.2ENLARGED DEMO PLAN - FIRST FLOOR RESTROOMS4

▲N

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JANET TAM

No. C-14064


A2.3 11/30/15 Phase 2 Addendum 03

FEFE

E

D

4 5

18 1/2" 15"

22 1

/2"

18 1/4"

13 1/4"

41 3/4"

17.5" AFF

60 3/8"

97"

NO PARTITIONS41 1

/2"

68"

45"

263WOMEN

265MEN

264HALL

201LOBBY

TYPD-24

TYPD-24

D-8

TYPA-05

33" AFF

18" AFF 32.5" AFF

16" AFF

59 1/2"

10' - 1 1/2"

43 1

/4"

3' - 8 1/2"

6' -

1 1/

2"

20 1/4"

5"

2' -

0"

5' -

0"

6' - 4"

D-9D-10

3' -

1"

TYPD-39

D-35

TYPD-26

TYPD-11TYPD-14

3' -

2 1/

4" V

IF

TYPD-13

E

D

4 5

17 1/2" 17 1/2"

15 3/4"14"

23"

18.5" AFF

304WOMEN

306MEN

305HALL

301LOBBY

TYPD-24

TYPD-24

D-8

TYPA-05

34.25" AFF

TOP: 34 1/4"BOTTOM: 28 7/8"

15" AFF

6' -

0 1/

2"

4' - 9 1/2"

97 3

/4"

5' - 9 1/4"

3' -

11"

1' -

8 1/

2"

2' - 7 1/4"2' - 7 1/2"

11' - 1 1/2"

5' - 3 1/2"

4' -

8"

1' -

6 1/

2"

3' - 8 1/2"

7' -

10 1

/2"

1' - 5 1/2" 1' - 6 1/4"

D-26

D-10

D-9

4' -

11"

2' -

10 3

/4"

3 3/4"

D-35

TYPD-39

TYPD-11

TYPD-14

TYPD-13

TYPD-13


NEW CONSTRUCTION- FULL HEIGHT TO UNDERSIDEOF STRUCTURE, UON

FLOOR PLAN LEGEND


DEMO (E) WALL AND ASSEMBLY

DEMOLITION PLAN LEGEND

NOT IN SCOPE

E

D

4 5

18 1/4" 20 1/2"

MEN265

WOMEN263 HALL

264

A-07A-06

5' -

0"

30"

24 1

/2"

34" AFF

32.5" AFF

44 1/2"

A4.04.2

5N

5E

5S

5W

A4.05.2

1N

A4.05.2

1S2

1W

1S1


60"x59" CLEAR SPACE

48x60 CLEAR SPACE

17"-

18"

TYP10-08

TYP22-06

A-09 TYP10-08

32" M

IN

60" M

IN.

A-09

6' - 4 3/4"

2' - 5 7/8" 2' - 5 7/8"

TYP10-11

TYP22-06

22-0410-07

4" M

AX.

32" M

IN.

48"59

"

18 1

/2"

_______A8.55.2

7

_______A8.55.2

7

4" M

AX.

38"

60" CLEAR

60"

4 5

18 3

/4"

MEN306

WOMEN304

HALL305

18"

23"

34" AFF

A-06

A-07

17"-

18"

A4.05.22W

2N

2E

2S

A4.05.2

3N

3W

3S1

A4.05.2

3S2


60"x59" CLEAR SPACE

48x60 CLEAR SPACE

17"-18"EQ EQ

5' - 7"

A-06A-07

4' -

1" 60"

EQEQ

60" CLEAR

22-0510-07

TYP22-06

TYP10-08

TYP22-06

4" M

AX. 3

2" M

IN

5' -

0"

6' - 6 1/2"

30" MIN

TYP10-11

TYP10-08

10-12

10-12

E

48"45"

59"

39"

_______A8.55.2

7

4" M

AX

A2.3

1. WALLS, DOORS, AND FIXTURES SHOWN DASHED ARE TO BE DEMOLISHED.CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK REQUIRED TO CONSTRUCT THEFINISHED CONDITIONS AS SHOWN AND SPECIFIED. REFER TO FLOOR PLANS FORDIMENSIONS

2. DEMO (E) FINISH CEILINGS AT AREAS OF WORK ONLY, UON. REFER TO RCP FOR AREASOF (E ) CEILING TO REMAIN

3. DEMO (E) FINISH FLOORING AT AREAS OF WORK ONLY, UON.4. PATCH AND REPAIR ALL FLOOR SLABS, WALLS, AND CEILINGS AS REQ'D TO PROVIDE

SMOOTH SURFACE FOR (N) FINISHES.5. SALVAGE 20% OF EXISTING CEILING TILES THAT ARE UNDAMAGED FOR EACH AREA

FOR REINSTALLATION. COORDINATE STORAGE LOCATION W/ OWNER.

GENERAL NOTES - DEMOLITION

1. PATCH AND REPAIR ALL FLOOR SLABS, WALLS, AND CEILINGS AS REQ'D TO PROVIDESMOOTH SURFACE FOR (N) FINISHES

2. ALL EXISTING CONDITIONS TO REMAIN UNLESS NOTED OTHERWISE.3. EXISTING TOILET ROOM FIXTURES AND FINISHES TO REMAIN, UNLESS NOTED

OTHERWISE.4. WALL THICKNESSES ARE NOMINAL, UNLESS NOTED OTHERWISE.5. ALL DOORS, FRAMES, AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS.6. PROVIDE BACKING FOR WALL-HUNG FIXTURES, PER A8.00.2

GENERAL NOTES - FLOOR PLANS



729 Heinz Avenue

JOB NO.

SCALE

CHECKED

DRAWN

SHEET NUMBER

DATE

SHEET TITLE

REVISIONS

As indicated

11/3

0/2

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9 P

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A4.02.2

ENLARGED DEMOAND FLOOR PLANS- RESTROOMS


PHASE 2

Checker

Author

Nov. 4, 2015

21401

BID SET


▲N

1/4" = 1'-0"A4.02.2

ENLARGED DEMO PLAN - SECOND FLOORRESTROOMS1

1/4" = 1'-0"A4.02.2

ENLARGED DEMO PLAN - THIRD FLOORRESTROOMS2

Keynote Legend

# KEYNOTE

D-8 REMOVE EXISTING WALL BASE, FLOOR FINISH AND FLOOR COVERING ADHESIVE.CLEAN AND PREPARE SLAB FOR NEW FLOOR FINISH. REFER TO FINISH PLANS FOREXTENTS.

D-9 REMOVE EXISTING MIRROR, PREP WALL TO RECEIVE NEW MIRRORD-10 REMOVE EXISTING COUNTER, LAVATORIES, FIXTURES, AND SOAP DISPENSERS.

SALVAGE WHERE INDICATED. SEE PLAN.D-11 REMOVE EXISTING COMBO SEAT COVER-TOILET-TISSUE DISPENSER FROM

DEMOLISHED PARTITION, AND SALVAGE FOR REINSTALLATION IN NEW PARTITION.EXISTING IN-WALL DISPENSER INSTALLED TO REMAIN WHERE DIMENSIONS ARECODE COMPLIANT, VIF.

D-13 REMOVE EXISTING GRAB BAR FROM DEMOLISHED PARTITION, AND SALVAGE FORREINSTALLATION IN NEW PARTITION

D-14 REMOVE EXISTING TOILETS AND URINALS AND PREP FOR NEW. CAP OFF UTILITIES.TILE TO BE PATCHED TO MATCH EXISTING AFTER INSTALLATION OF NEW FIXTURES.

D-24 REMOVE (E) TOILET PARTITIONS. SALVAGE TOILET PAPER DISPENSERS FOR RE-USED-26 REMOVE (E) PARTITION IN ORDER TO CREATE ADEQUATE CLEARANCE. PATCH AND

REPAIR WALL TO RECEIVE NEW TILE.D-35 EXISTING COUNTER AND FIXTURES TO REMAIN. PLANE BOTTOM EDGE OF APRON TO

REACH ADA CLEARANCE AND REFINISH LAMINATE EDGE.D-39 REMOVE EXISTING URINAL PARTITIONS

Keynote Legend

# KEYNOTE

10-07 PROVIDE FULL HEIGHT MIRROR TO UNDERSIDE OF CEILING10-08 PROVIDE TOILET PARTITIONS10-11 PROVIDE URINAL PARTITIONS10-12 PROVIDE STAINLESS STEEL WALL-MOUNTED BABY CHANGING STATION22-04 PROVIDE WALL MOUNTED DOUBLE LAVATORY AND FAUCET. REINSTALL SALVAGED

SOAP DISPENSER. EXTEND WALL TILE TO 4" ABOVE SINK HEIGHT.22-05 PROVIDE COUNTER, REINSTALL SALVAGED LAVATORIES, FIXTURES, AND SOAP

DISPENSERS22-06 PROVIDE TOILETS AND URINALS TO REPLACE (E) FIXTURES. REINSTALL SALVAGED

ACCESSORIES. REFER TO PLUMBING DRAWINGSA-05 (E) ACCESSIBLE DRINKING FOUNTAIN TO REMAIN.A-06 36" MIN. GRAB BAR, USE SALVAGED WHERE AVAILABLEA-07 42" MIN. GRAB BAR, USE SALVAGED WHERE AVAILABLEA-09 REBUILD PARTITION TO CREATE CODE COMPLIANT CLEARANCE. PATCH TILE TO

MATCH EXISTING, WHERE WALL WAS REMOVED. TILE NEW PARTITION TO MATCHEXISTING TILE.

1/4" = 1'-0"A4.02.2ENLARGED PLAN - SECOND FLOOR RESTROOMS3

1/4" = 1'-0"A4.02.2ENLARGED PLAN - THIRD FLOOR RESTROOMS4

FATS

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REN. 01-31-17

JANET TAM

No. C-14064



_______A8.52.2

6

10-1610-1610-1610-16

OPEN

A2.3

06-1706-1706-1706-17

_______A8.52.2

610-1610-1610-1610-16

OPEN OPEN

A2.3

A2.306-1706-1706-1706-17 06-1706-1706-1706-17

2' -

6"

11' -

1"

_______A8.52.2

6 10-1610-1610-1610-16

OPEN

A2.3

06-1706-1706-1706-17

GENERAL NOTES

1. REFER TO MECHANICAL, ELECTRICAL, SIGNAGE DRAWING FOR ADDITIONAL

INFORMATION.

2. REFER TO INTERIOR FINISH SCHEDULE FOR ADDITIONAL INFORMATION ON BASE,

FLOORING, WALL FINISH AND CEILING.

3. CABLE MOUNTED PENDANTS MOUNTED TO ALLOW 45 DEGREE SWING FROM

VERTICAL IN ANY DIRECTION WITHOUT CONTACTING OBSTRUCTION.

4. PATCH AND REPAIR OF (E) GYPSUM BOARD OR PLASTER SURFACE AS AFFECTED

BY DEMO AND WORK ASSOCIATED WITH ELECTRICAL AND TEL/AV WORK.

5. MANUAL SHADES ARE MOUNTED INSIDE WINDOW OPENING, TYP.

D

C

B

A

4 5 63

A4.12.2

A4.13.2

2N

A4.12.24

A4.12.2

3

2

A10.21.2

4

2W

INFO CENTER +

WELCOME DESK

301

CASHIER

334

PERMIT CENTER

PUBLIC WAITING

302

PUBLIC SERVICE

COUNTERS

310

PLAN CHECK /

STATION 13

344

30"AFF

06-0706-0706-0706-07

34"AFF

30"AFF

FILE

AR

EAFI

LE A

REA

06-0706-0706-0706-07

OPEN SHELVING, TYP

16' -

8"

06-0706-0706-0706-07

20' -

8"

53' - 3"

ELEV 2

ELEV 1

APPROVED PLANSINCOMING PLANS / AGENCIES

B&S

1

B&S

2

PS 8

ZONING

11

FIRE 4

ZONING

12

ENG

3

27-0227-0227-0227-02 27-0227-0227-0227-02

FILE

AR

EA

CA

RT

T1

29"AFF

40"AFF

40"AFF

29"AFF29"AFF

29"AFF

OPEN SHELVING, TYP

PS 9PS 10 PS 7 PS 6 PS 5

A4.13.2

5

9' -

11

1/4"

5A8.53.2

_______ 5A8.53.2

_______

SIM

A4.13.2

4

A4.13.2 3

A4.13.26

A4.13.2

1

11' - 6" 8' - 2" 3' - 8 1/2" 23' - 6" 3' - 8 1/2" 8' - 2" 11' - 6"

A5.06.2

5

4

_______A8.52.2

4

_______A8.52.2

4

_______A8.52.2

4

_______A8.52.2

4

06-1706-1706-1706-1706-1706-1706-1706-1706-1706-1706-1706-1706-1706-1706-1706-17

A2.3

A2.3


Berkeley, CA 94710

tel 510.542.2200

fax 510.542.2201

729 Heinz Avenue

JOB NO.

SCALE

CHECKED

DRAWN

SHEET NUMBER

DATE

SHEET TITLE

REVISIONS

As indicated

12/1

/2015 1

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0:4

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A4.12.2

ENLARGED PLANS -

PERMIT CENTER

CITY OF BERKELEY

1947 Center Street

Building Renovation

PHASE 2

BN

MB

Nov. 4, 2015

21401

BID SET

1947 Center Street1947 Center Street1947 Center Street1947 Center Street

Berkeley CABerkeley CABerkeley CABerkeley CA

▲N

Keynote Legend

# KEYNOTE

06-07 BUILT-IN PERMIT COUNTER

06-17 HEIGHT ADJUSTABLE WORKSTATION STAND

10-16 REFER TO SG4.31 FOR SIGNAGE DESIGN

27-02 WALL-MOUNTED LCD SCREEN

1/4" = 1'-0"A4.12.2

03- PERMIT COUNTER- WEST4

1/4" = 1'-0"A4.12.2

03- PERMIT COUNTER -SOUTH3

1/4" = 1'-0"A4.12.2

03- PERMIT COUNTER -E2

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JANET TAM

No. C-14064

1/4" = 1'-0"A4.12.2

ENLARGED PLAN - PERMIT SERVICE CENTER1

NO. DATE DESCRIPTION

2 11/4/15 Permit Re-submittal

A2 11/16/15 Phase 2 Addendum 01


A2.3

12' -

4"

OPEN TO

BEYOND

SEE

./2N A4.13.2

10' - 6"

T1

10A8.51.2

_______

5' -

3"

8' -

5"

9A9.39.2

._______

10-1310-1310-1310-13

3' -

2"

6A8.51.2

_______

A2.3

12' -

4"

FILE AREA LATERAL FILE AREA

3' -

4"

2' -

5"

FLAT FILE

47" x 36" x 31"

4A8.53.2

_______

10' - 1" 17' - 4 3/8"

4A8.53.2

_______

FILE AREA4' - 4"

1' - 9 1/4"

3' - 7"

EQEQ

12A8.53.2

_______

OPEN TO

BEYOND8' -

5"

COPY / SCANAPPROVED PLANS INCOMING PLANS / AGENCIES -

7 DEPARTMENTS

1

2

3

4

5

6

7

8

TYP12-0212-0212-0212-02

2A8.42.2

_______

1

2

3

4

5

6

7

83' -

4"

2' -

5"

1A8.53.2

_______3A8.53.2

_______2A8.53.2

_______ 2A8.53.2

_______

4' - 1 1/2"

TYP

3' - 4"(6) EQ (6) EQ

9

10

11

12

9

10

11

12

4' - 1 1/2"

GENERAL NOTES


INFORMATION.








_______A8.52.2

122

A8.53.2

_______ 2A8.53.2

_______

SIM

TYP10-1610-1610-1610-16

OPEN OPEN

A2.3 A2.306-1706-1706-1706-17 06-1706-1706-1706-17

2' -

10"

SOLID SURFACE

PLASTIC LAMINATE7' - 0"

9A8.51.2

_______OPEN

TO

BEYOND

11A8.50.2

_______

2' - 0"

3' -

2"

A2.3


Berkeley, CA 94710

tel 510.542.2200

fax 510.542.2201

729 Heinz Avenue

JOB NO.

SCALE

CHECKED

DRAWN

SHEET NUMBER

DATE

SHEET TITLE

REVISIONS

As indicated

11/3

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A4.13.2

ENLARGED

ELEVATIONS -

PERMIT CENTER

CITY OF BERKELEY

1947 Center Street

Building Renovation

PHASE 2

Checker

Author

Nov. 4, 2015

21401

BID SET



Keynote Legend

# KEYNOTE

06-17 HEIGHT ADJUSTABLE WORKSTATION STAND

10-13 PROVIDE RECESSED FIRE EXTINGUISHER CABINET

10-16 REFER TO SG4.31 FOR SIGNAGE DESIGN

12-02 MANUAL WINDOW SHADE

1/4" = 1'-0"A4.13.2

03- PERMIT CENTER- NORTH1111

1/4" = 1'-0"A4.13.2

03- PERMIT CENTER- EAST3333

1/4" = 1'-0"A4.13.2

03- PERMIT CENTER- WEST6666

1/4" = 1'-0"A4.13.2

03- PERMIT CENTER LOBBY2N2N2N2N

2N

1/4" = 1'-0"A4.13.2

03- PERMIT CENTER- SOUTH4444

FAT

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JANET TAM

No. C-14064

1/4" = 1'-0"A4.13.2

03- PERMIT CENTER- STAFF5555



A2 11/16/15 Phase 2 Addendum 01


2W

TYP06-1606-1606-1606-16 TYP06-1606-1606-1606-16

TYP06-1606-1606-1606-16TYP06-1606-1606-1606-16

TYP06-1606-1606-1606-16

2' -

10"

4' - 0" 3' - 0"

6A8.50.2

_______9A8.50.2

_______ 8A8.51.2

_______

3' - 3"

PRINTER, OFOI

PLAM

PLAM9

A8.51.2

_______SIMA2.3

TYP06-1606-1606-1606-16

EQEQ

10' - 0"

4' -

0"

2' -

6"

TYP10-1010-1010-1010-10

_______A8.50.2

11

PLAM

PLAM

2' -

10"

6A8.53.2

_______

11' - 6"

A2.3

11A8.50.2

_______

PLAM

PLAM

2' -

10"

9A8.51.2

_______

11' - 2 1/2"

SIMA2.3

GENERAL NOTES


INFORMATION.









Berkeley, CA 94710

tel 510.542.2200

fax 510.542.2201

729 Heinz Avenue

JOB NO.

SCALE

CHECKED

DRAWN

SHEET NUMBER

DATE

SHEET TITLE

REVISIONS

As indicated

12/1

/2015 1

1:2

2:3

9 A

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A5.02.2

INTERIOR

ELEVATION - FIRST

LEVEL

CITY OF BERKELEY

1947 Center Street

Building Renovation

PHASE 2

Checker

Author

Nov. 4, 2015

21401

BID SET



1/4" = 1'-0"A5.02.2

01 OPEN OFFICE - TOXICS 111-NORTH1N1N1N1N

1N

1/4" = 1'-0"A5.02.2

01 OPEN OFFICE - TOXICS 111-EAST1E1E1E1E

1E

1/4" = 1'-0"A5.02.2

01 OPEN OFFICE - TOXICS 111-WEST1W1W1W1W

1W

1/4" = 1'-0"A5.02.2

01 OPEN OFFICE - TOXICS 111-SOUTH1S1S1S1S

1S

1/4" = 1'-0"A5.02.2

01 FIRST FLOOR TOXICS MANAGER OFFICE 112-NORTH4N4N4N4N

4N 4E 4S 4W

1/4" = 1'-0"A5.02.2

01 RECEPTION - TOXICS 1112E2E2E2E

2E

1/4" = 1'-0"A5.02.2

01 PUBLIC WAITING AREA - TOXICS 114-EAST3333

1/4" = 1'-0"A5.02.2

01 FIRST FLOOR CONFERENCE/HEARING ROOM 116-NORTH6N6N6N6N

6N 5E 5S 5W

Keynote Legend

# KEYNOTE

06-16 4" RUBBER WALL BASE. INSTALL PER MFR SPECIFICATION

10-10 WHITEBOARD, SEE ELEVATION FOR SIZE

2S 2W

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No. C-14064



42"

42"

42"

36"

36"

PAINT CONCRETE BASETO MATCH CONCRETE COLOR

PAINT SIDES ANDUNDERSIDES OF STAIRTO MATCH CONCRETE

RUBBER FLOORAT LANDINGS, HELDBACK 2" FROM WALLS

RUBBER TREADS WITHINTEGRATED RISERS, HELDBACK 2" FROM EDGE OF STAIR

2"

PAINT WALLFIELD COLOR

GLASS GUARDRAILPANELS, CUSTOM SIZED.ATTACHED TO STRUCTURE

HANDRAIL

2"2"

(E) CONC. BASE

(E) CONCRETE BEAM

(E)WOOD PANELSIN WOOD FRAME, TO REMAIN

(E) PIPES, V.I.F.

VIF

(E) 19"

(E) 8' - 8" , VIF

PAINT (E) SURFACE. PAINT OVEREXISTING FLOOR NUMBERS

CLEAN AND PAINT (E) PIPES, TYP.

LEVEL SIGNAGE. SEE SIGNAGEDRAWINGS

ANGLED WALL, SEE PLAN

LINE OF UNDERSIDE OF STAIR ABOVE

(E) CONCRETE BASE,PAINT TO MATCHCONCRETE COLOR

WALL COLOR: FIELD

EQEQ

8' -

0"

WALL SCONCE, LIGHTFIXTURE, SED. MOUNTOVER J-BOX. PAINTEXPOSED CONDUIT

STAINLESS STEELHANDRAIL

ANGLED WALL, SEE PLAN

LINE OF UNDERSIDE OF LANDING ABOVE

(E) CONCRETE BASE,PAINT TO MATCHCONCRETE COLOR

WALL COLOR: FIELD

WALL SCONCE, LIGHT FIXTURE,SED. MOUNT OVER J-BOX. PAINTEXPOSED CONDUIT

EQEQ

8' -

0"

1"

1/2" CLEAR TEMPEREDLAMINATED GLASS WITH ININTERLAYER

EASED EDGES AT CORNERS 36" H

ANDR

AIL

LINE OF STAIR UP BEYOND,TYP - NO WORK AT STAIRRISER-TREAD

(E) STEEL NEWEL POST,CONCEALED INSIDE BOX

(E) WOOD PANEL BOX

(E) WOOD HANDRAIL OVERBALUSTER RAILING

(E) WOODHANDRAIL

STAINLESS STEEL HANDRAIL

5TH FLOOR LANDING AND UP - NO WORK

(E) TO REMAIN

GLASS GUARDRAIL. ATTACH TOHSS SPANNING BETWEEN TOP ANDBOTTOM NEWEL POST

NOTE: REMOVE BACKSIDEOF WOOD PANEL BOX ASREQUIRED FOR HSSRAILING, TOP ANDBOTTOM. REPLACE WOODPANEL IN KIND

RUBBER TREAD ON (E) CONCRETESTAIR - TERMINATE AT FIFTHFLOOR LANDING

A2.3


Berkeley, CA 94710tel 510.542.2200

fax 510.542.2201

729 Heinz Avenue

JOB NO.

SCALE

CHECKED

DRAWN

SHEET NUMBER

DATE

SHEET TITLE

REVISIONS

As indicated

11/3

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A7.03.2

STAIR DETAILS -SIGNAGE ANDFINISHES


PHASE 2

Checker

Author

Nov. 4, 2015

21401

BID SET


FATS

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JANET TAM

No. C-14064



3/4" = 1'-0"A7.03.2

STAIR - GUARDRAIL AT MID-LANDING RISER AXONAND FINISHES1

1/2" = 1'-0"A7.03.2STAIR LANDING ELEVATION2

1/2" = 1'-0"A7.03.2

STAIR - INTERMEDIATE LANDING WITHMID-LANDING RISER3

1/2" = 1'-0"A7.03.2

STAIR - INTERMEDIATE LANDING - TYPICALLANDING4

3" = 1'-0"A7.03.2FINISH OF GLASS5

1/2" = 1'-0"A7.03.2ELEVATION AT GUARDRAIL- NEW TO EXISTING6

PLASTIC LAMINATE

PER PLANS AND DETAILS, 24" MAXPER PLANS AND DETAILS, 24" MAXPER PLANS AND DETAILS, 24" MAXPER PLANS AND DETAILS, 24" MAX

4-3/8" DIA MACHINE BOLT W/

WASHER AND NUT

2x2x1/4" STL ANGLE

@ 3'-0" MAX AND AT

EACH END WHERE NO

WALL OCCURS

3X4X1/4" STL ANGLE X 18" LONG

3/16"

NOTE: COUNTERTOP

WITH END WALL PROVIDE

2x2x1/4" STL ANGLE AT

WALL WITH SMS

FASTENERS INTO TYPE 2

BACKING @ 6" OC

PARTITION AS SCHEDULED

1/4" DIA SSTL SEISMIC RAIL

@ SHELF FRONT, AT

OPEN SHELVES, DOWELED

INTO SIDES, TYP.; 36"

MAX UNSUPPORTED

LENGTH

FIXED MIDDLE SHELF, ALL

OTHER SHELVES

ADJUSTABLE

SEE

ELV

ATI

ON

SEE

ELE

VA

TIO

N

2' - 0 3/4"

DOOR FRONT

CABINET LINER

_______A8.50.2

2

_______A8.50.2

2 _______A8.50.2

2

SOLID SURFACE OVER 3/4" SUBSTRATE

COUNTERTOP HEIGHT

+/- 8'-5" AFF

(E) GYP BOARD CEILING. REPAIR

SURROUNDING AS REQUIRED

PLASTIC PANELIING TOP

SUPPORT" HARDWARE, OR

SIMILAR, ATTACHED TO

STRUCTURE, TYP

3/8" PLASTIC PANELING

SOLID WOOD BLOCKING

SOFFIT HANGER - 3 5/8" MTL

STUD @ 16" OC MAX, TYP

FOR BALANCE OF SOFFIT

HANGER AND BRACING INFO,

SEE DET. 1

A8.42.2

1

A8.41.2

FACE OF WALL

ADJUSTABLE PLAM SHELF, TYP

CABINET LINER

SHIM AS REQUIRED

SEE

ELE

VA

TIO

NS

_______A8.50.2

2

PLAM DOOR FRONT

2" CABINET LIP

2"

LIGHT FIXTURE WHERE

INDICATED ON ELEC PLANS

END FEED FROM WALL @ END

OF CABINET

LIGHT FIXTURE

WHERE INDICATED

WHITE PAINTED SURFACES

WV-1

ADJ SHELF, WV-1

2X BLOCKING

SWD-1 BASE

_______A8.50.2

2_______

A8.50.2

2

3' -

0"

PLAM FINISH OVER

3/4" SUBSTRATE

SWD-1

EDGEBANDING

1 1/

2"

PLASTIC PANELING TOP SUPPORT

HARDWARE, OR SIMILAR FOR TOP

AN D BOTTOM CHANNEL

LIGHT FIXTURE, SED

PLASTIC PANELING "HALF LAP

QUIRK" SEAM OVERLAP WITH

SEAM COVER HARDWARE

END CAP, BOTH ENDS1/8" MIN

1' -

6"

, VIF

PAINT INSIDE SURFACES OF

WALL AND FLOOR, WHITE, TYP

1/2" PLASTIC PANELING

FULL HEIGHT PARTITION

END WALL WITH GYP BD

EXISTING WALL

(E) SUSPENDED GYP BD CEILING,

MODIFY AROUND BUILD-OUT FOR

BACKLIT PLASTIC PANELING

DASHED LINE OF FULL HEIGHT

WALL BEYOND, TO UNDERSIDE OF

(E) CONCRETE DECK

1' - 6" ,VIF

LIGHT FIXTURE AROUND

PERIMETER TYP. SED12" CLR

PLASTIC PANELING TOP

SUPPORT HARDWARE

SYSTEM OR SIMILIAR, FOR

TOP AND BOTTOM CHANNEL

FLOOR AS SCHEDULED

3 5/8" MTL STUD DIAGONAL

BRACING TO (E) WALL, 4'-0" OC

MAX WITH (3) #10 SELF TAPPING

SCREWS AT CONNECTIONS

PAINT INSIDE SURFACES OF

WALL AND FLOOR, WHITE, TYP

6"

1/2" PLASTIC PANELING,

TEXTURE AND COLOR TO BE

SELECTED BY ARCHITECT

SEALANT, TYP

3 5/8" MTL STUD @

16" OC MAX, TYP

0.157" DIA W/ 3/4"

EMBEDMENT @ 12" O.C

(E) CONCRETE DECK

DIAGONAL BRACING 4'-0" OC MAX

PA

NEL

HEI

GH

T

OP

ENIN

G O

R O

VER

ALL

HEI

GH

T

(E) WALL

5/8" GYP BD, TYP

ALIGN WITH (E) COLUMN

FACE BEYOND

PLAM

COUNTERTOP

SOLID WD TRIM

WIRE MANAGEMENT

SYSTEM

SOLID POLYMER

PANEL, OVER PLAM

OUTLET, WO

SOLID WD TRIM

PLAM COVERED

EXPOSED SURFACES,

TYP

SOLID WD MOLDING

SOLID WD FRAME

SEE

PLA

N/E

LEV

ATI

ON

4"

2'-6" AT SIM.

3' - 0"

A2.3

HINGED DISPLAY SHELF,

TYP. WD (WD VENEER W/

SOLID WD TRIM, UPPER

PIVOT HINGES & LOWER

ADJUSTABLE PIN STOPS)

SOLID WD TRIM, TYP

WD VENEER ALL EXPOSED

SURFACES, UON

A2.3

1 1/

2"

1' - 1 1/2"

3' -

2 1

/4"

2' - 1"

EQEQ

2X BLOCKING

FIN FLOORING AND BASE

AS SCHEDULED

4"

1' - 2"


Berkeley, CA 94710

tel 510.542.2200

fax 510.542.2201

729 Heinz Avenue

JOB NO.

SCALE

CHECKED

DRAWN

SHEET NUMBER

DATE

SHEET TITLE

REVISIONS

As indicated

12/1

/2015 1

1:2

1:4

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.rvt

A8.51.2

INTERIOR DETAILS -

CASEWORK

CITY OF BERKELEY

1947 Center Street

Building Renovation

PHASE 2

Checker

Author

Nov. 4, 2015

21401

BID SET



3" = 1'-0"A8.51.21 CANTILEVERED COUNTERTOP SUPPORT - 24" MAX

1" = 1'-0"A8.51.23 FULL-HT CABINET

1 1/2" = 1'-0"A8.51.210 LIGHT BOX WALL PANEL CASEWORK

FAT

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No. C-14064

1 1/2" = 1'-0"A8.51.24 UPPER CABINETS

1 1/2" = 1'-0"A8.51.28 OPEN SHELVES - LOWER CABINET

1 1/2" = 1'-0"A8.51.27 LIGHTBOX WALL PANEL CASEWORK - PLAN DETAIL

1 1/2" = 1'-0"A8.51.212 LIGHT BOX WALL PANEL CASEWORK

1 1/2" = 1'-0"A8.51.29 COUNTER - WITH POWER


1 9/8/15 Phase 1 Plan Check Revisions



1 1/2" = 1'-0"A8.51.26 PERMIT CENTER - DISPLAY CASEWORK

A A

A S

IM

A A

BB

A1 A1

BB

2 3/4"

WOOD VENEER

DRAWER FRONTS

CABINET LINER

2X BLOCKING

CONFIRM DRAWER

DIMENSIONS WITH

OWNER

1' -

0"

7 1/

2"6

1/4"

SECTION ATSECTION ATSECTION ATSECTION AT

DRAWER MODULEDRAWER MODULEDRAWER MODULEDRAWER MODULE

SEE DETAIL

1/A8.52.2 FOR

ADDITIONAL

INFORMATION

SOLID SURFACE

2' -

8"

11"

A2.3

SECTION AT DIVIDERSECTION AT DIVIDERSECTION AT DIVIDERSECTION AT DIVIDER

2"

EDGE OF COUNTER ABOVE

SOLID HARDWOOD

TRIM w/ EASED EDGES

(A) PLAN DETAIL(A) PLAN DETAIL(A) PLAN DETAIL(A) PLAN DETAIL

WOOD VENEER FINISH4"

WOOD VENEER FINISH

SOLID HARDWOOD

TRIM w/ EASED EDGES

6"

3' - 4"

2' -

8"

TYPICAL SECTION

SHOWN DASHED, FOR

REFERENCE

4"

SOLID HARDWOOD

SOLID SURFACE

6"

10A8.52.2

_______ 1A8.52.2

_______4A8.52.2

_______

WOOD VENEER

SOLID HARDWOOD

2' -

8"

3' - 0"

EQ EQ

11A8.52.2

_______

AREA OPEN AT ACCESSIBLE SERVICE

COUNTER LOCATIONS. REFER TO SHEET

A4.12.2 FOR COUNTER LOCATIONS27"

CLR

A2.3

SOLID HARDWOOD

SOLID SURFACE

SOLID WOOD

1 1/2"

10A8.52.2

_______1A8.52.2

_______ 4A8.52.2

_______

P LAM FINISH

RUBBER BASE

WOOD VENEER

COMPUTER MONITOR, NIC

COORDINATE WITH OWNER

CPU SUPPORT (TOP/SIDE MOUNTED), NIC

COORDINATE WITH OWNER

5' - 2" VERIFY, SEE PLAN 1' - 4" 4"

EQ EQ

3' - 0"

AREA OPEN AT ACCESSIBLE SERVICE

COUNTER LOCATIONS. REFER TO SHEET

A4.12.2 FOR COUNTER LOCATIONS

11A8.52.2

_______

27"

CLR

POWER/DATA OUTLET

A2.3

TYPICAL SECTION AT COUNTER STATIONTYPICAL SECTION AT COUNTER STATIONTYPICAL SECTION AT COUNTER STATIONTYPICAL SECTION AT COUNTER STATION

4" SOLID WOOD BASE

WOOD VENEER FINISH

1' - 9 1/2"

3/4" PLYWOOD SUBSTRATE

CARPET FLOOR FINISH,

SEE FINISH SCHEDULE

WALL BASE, SEE

FINISH SCHEDULE

SOLID HARDWOODWOOD

TRIM (AT SUPPORT

PANEL BEYOND)

SOLID HARDWOOD TRIM

P LAM FINISH

WOOD VENEER FINISH AT

DIVIDER/SUPPORT PANEL/

DRAWER MODULE, AS OCCURS

CASEWORK FRAMING

POWER/DATA OUTLET; CONCEALED

CONDUIT INSIDE CASEWORK;

POKE- THRU SLAB; COORDINATE

LOCATION; SED, SSD

1 1/

2"

SOLID SURFACE EDGE

WIRE MANAGEMENT TRAY

3/4"

3/4"


SOLID HARDWOOD

TRIM w/ EASED EDGES

(A) PLAN DETAIL AT SUPPORT PANEL(A) PLAN DETAIL AT SUPPORT PANEL(A) PLAN DETAIL AT SUPPORT PANEL(A) PLAN DETAIL AT SUPPORT PANEL

WOOD VENEER FINISH

1 1/

2"

(B) SECTION AT PANEL ATTACHMENT(B) SECTION AT PANEL ATTACHMENT(B) SECTION AT PANEL ATTACHMENT(B) SECTION AT PANEL ATTACHMENT

TILE FLOOR FINISH,

SEE FINISH SCHEDULE

CPU SUPPORT, NIC

2" DIA GROMMET, ONE (1) PER

STATION, COORDINATE

LOCATION WITH OWNER

SOLID SURFACE

3' - 0"

2 1/

2"

2' -

8"

11"3 1/2"

27"

CLR

STEEL ANGLE; CONCEAL VERT

LEG OF ANGLE WITHIN PANEL

CARPET FLOOR OVER PLATE

TOP OF CONC

(2) COUNTERSUNK TAPCON

ANCHOR TO CONC SLAB; 2" EMBED

A2.3

19" CLR

27"

CLR

SECTION AT OPEN COUNTER STATIONSECTION AT OPEN COUNTER STATIONSECTION AT OPEN COUNTER STATIONSECTION AT OPEN COUNTER STATION

WOOD VENEER FINISH

1' - 9 1/2"

3/4" PLYWOOD SUBSTRATE

CARPET FLOOR FINISH,

SEE FINISH SCHEDULE

SOLID HARDWOOD WOOD

TRIM (AT SUPPORT PANEL

BEYOND)

SOLID HARDWOOD TRIM

P LAM FINISH

WOOD VENEER FINISH AT

DIVIDER/SUPPORT PANEL/

DRAWER MODULE, AS OCCURS

2x2x1/4" STEEL ANGLE

POWER/DATA OUTLET BEYOND;

CONCEALED CONDUIT INSIDE

CASEWORK; POKE- THRU SLAB;

COORDINATE LOCATION; SED, SSD

1 1/

2"

SOLID SURFACE EDGE

WIRE MANAGEMENT TRAY

3/4"

3/4"


SOLID HARDWOOD

TRIM w/ EASED EDGES

(A1) PLAN DETAIL AT SUPPORT PANEL(A1) PLAN DETAIL AT SUPPORT PANEL(A1) PLAN DETAIL AT SUPPORT PANEL(A1) PLAN DETAIL AT SUPPORT PANEL

WOOD VENEER FINISH

1 1/

2"

TILE FLOOR FINISH,

SEE FINISH SCHEDULE

CPU SUPPORT, NIC

2" DIA GROMMET, ONE (1) PER

STATION, COORDINATE

LOCATION WITH OWNERSOLID SURFACE

3' - 0"

2 1/

2"

2' -

8"

11"3 1/2"

2x2x1/4" STEEL ANGLE W/ FASCIA

2x2x1/4" STEEL

ANGLE W/ FASCIA

_______TYP

A8.60.2

11

CONDUIT RUNS

A2.3

19" CLR

1' - 2"

27"

CLR


Berkeley, CA 94710

tel 510.542.2200

fax 510.542.2201

729 Heinz Avenue

JOB NO.

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DATE

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1 1/2" = 1'-0"

12/1

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A8.52.2

INTERIOR DETAILS -

CASEWORK

PERMIT CENTER

CITY OF BERKELEY

1947 Center Street

Building Renovation

PHASE 2

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Author

Nov. 4, 2015

21401

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JANET TAM

No. C-14064

1 1/2" = 1'-0"A8.52.210 PERMIT CENTER SERVICE COUNTER - SECTION DTL AT DRAWERS

1 1/2" = 1'-0"A8.52.24 PERMIT CENTER SERVICE COUNTER - SECTION DTL AT DIVIDER

1 1/2" = 1'-0"A8.52.26 PERMIT CENTER SERVICE COUNTER - TYPICAL FRONT ELEVATION

1 1/2" = 1'-0"A8.52.212 PERMIT CENTER SERVICE COUNTER - TYPICAL BACK ELEVATION




NEW SHEET

1 1/2" = 1'-0"A8.52.21 PERMIT CENTER SERVICE COUNTER - TYPICAL SECTION DTL

1 1/2" = 1'-0"A8.52.211 PERMIT CENTER SERVICE COUNTER - TYPICAL SECTION DTL w/ PANEL OPEN

CHAIN LINK: 1 1/2"

FULL

HEI

GHT

- FLR

TO

CEIL

ING

WRAP ALL EXPOSEDEDGES AND STRETCHERBARS W/ U CHANNEL

3" POST

PLAN ELEVATION

3" DIAMETER POST,GALVANIZED

ANCHOR TO CONCRETEWITH 1/4" STEEL BASEPLATE - 1/2" HILTI KB-TZ,MIN 2" EMBEDMENT

9"

5"

FULL HEIGHTINTERIOR PARTITION

ANCHOR INTO WALLBACKING, TYP

PADLOCKABEGATE LATCH

CHAIN LINK: 1 1/2"

FRONT WHEEL WITHCARRIER

REAR WHEEL

TOP AND BOTTOMTRACK FOR WHEEL

STEEL BASEPLATE, TYP

ROLLING GATE

TOP FILLERCHAINLINK PANEL

FE 1

4 7/

8" R

O

4" M

AX2

1/2"

11 5/8" RO TYP

EXTINGUISHER CABINET SEMIRECESSED FIRE RATED HOUSING

PARTITION OR EXTERIOR WALLAS INDICATED

MINIMUM ROUGH OPENING

SOLID WD FRAME

1 1/4"

STAFF SIDE PUBLIC SIDE

1/4"

TYP

1/4" TYP

WOOD VENEEROVER 3/4"SUBSTRATE

FULL HEIGHT SOLIDBACKING AT PIVOTS

FACE OF WALL

GATE IN OPEN POSITION

GATE PIVOT

GATE IN CLOSED POSITION

DOUBLE-ACTING SPRINGPIVOT SET

SOLID WD FRAME

3' - 0"

4"

4"

4"

2" WD CAP w/ EASEDEDGES

3' -

0"

SMO O

TH S

U RFA

CE

10"

WOOD VENEER PANEL

3 3/4"

3 3/

4"

3 3/4"

SMOO

TH S

URFA

CE

10"

SOLID WD FRAME

WOOD VENEER FINISH

PUBLIC SIDE STAFF SIDE

1A8.54.2

._______1

A8.54.2

._______

4A8.54.2

._______ 4

A8.54.2

._______

(2) STEEL HINGE - SINGLE ACTINGSPRING CLOSER- WELD TO FRAME

HSS 1-1/2"X1-1/2" X 3/16"GATE FRAME

3/4" BALUSTERS @ 4" OC

HSS 2X4X3/16" POST, WELD TO(E) NEWEL POST

(E) NEWEL POST, PAINTNOTE: PAINT GATE TO MATCH STAIRBALUSTERS.FOR BALANCE OF NOTES, SEEGUARDRAIL ELEVATION AT LANDING

HSS 2X4X3/16" POST, WELD TO(E) NEWEL POST

HSS 1-1/2"X1-1/2" X 3/16"GATE FRAME

3/4" BALUSTERS @ 4" OC

4"2'

- 5"

1 1/

2"

EXISTING CONCRETE SLAB

1" ACOUSTICAL TREATMENTPANELS WITH BEVELED EDGE,PAINTED. FIELD VERIFY AND

CUT TO SIZE

1 1/2"PANEL FASTENERS PER

MANUFACTURER'SRECOMMENDATION

EXISTING CONCRETE JOIST

1X FURRING STRIP @ 24" OCWITH 0.157" DIA HILTI X-U

WITH 3/4" EMBEDMENT MAX

A2.3

A2.3



729 Heinz Avenue

JOB NO.

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DATE

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REVISIONS

As indicated

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A8.54.2

INTERIOR DETAILS -MISC DETAILS


PHASE 2

Checker

Author

Nov. 4, 2015

21401

BID SET


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REN. 01-31-17

JANET TAM

No. C-14064

1 1/2" = 1'-0"A8.54.26 FENCE - SLIDING CHAIN LINK FENCE AND GATE - STORAGE

1 1/2" = 1'-0"A8.54.27 FIRE EXTINGUISHER CABINET - METAL STUD

3" = 1'-0"A8.54.24 GATE SECTION

3" = 1'-0"A8.54.21 GATE - PLAN VIEW

1 1/2" = 1'-0"A8.54.25 PIVOT GATE - ELEVATION


A2 11/16/15 Phase 2 Addendum 01A2.3 11/30/15 Phase 2 Addendum 03

1 1/2" = 1'-0"A8.54.28 STAIRWAY GATE

3" = 1'-0"A8.54.2ACOUSTICAL TREATMENT PANELS9

CERAMIC TILE TO MATCH (E)

CEMENTITIOUS BOND COAT

(E) WALL ASSEMBLY

(E) CERAMIC TILE

ALIG

N

GROUT

WATER RESISTANT GYP BD, MATCHINGTHICKNESS. REPLACE WHERE REQUIRED FROMCENTER STUD TO CENTER STUD FOR BACKING

(E) CERAMIC TILE

GRAB BAR

(E) WALL ASSEMBLY &(E) BACKING

WHERE GRAB BAR ISRELOCATED TOWALL WITHOUT EXISTINGBACKING, PROVIDE BACKINGPER DETAIL.REPLACE WATER RESISTANTGYP BD AND TILE , CENTER OFSTUD TO CENTER OF STUD.TILE TO MATCH EXISTINGADJACENT. SEE DETAILFOR TILE REPAIR

/3 A8.00.2

A2.3/1 A8.55.2

(E) PARTITION

2'-5 1/2" AFF

4"

(E) TILE

33" AFF

METAL STRAPPING ATTACHED TOSTUDS

SCREW INTO EITHER STUD ORMETAL BACKING, ACCORDING TOMFR SPECIFICATION. BACKINGPER SHEET A8.00.2. SEE DETAILPRE-DRILL TILE AS REQUIRED

A2.3

/1 A8.55.2

(E) WALL ASSEMBLY

(E) BACKING

WHERE PARTITION IS RELOCATED TOWALL WITHOUT EXISTING BACKING,PROVIDE BACKING PER DETAILREPLACE WATER RESISTANT GYP BDAND TILE , CENTER OF STUD TOCENTER OF STUD. TILE TO MATCHEXISTING ADJACENT. SEE DETAILFOR TILE REPAIR

DRILL FOR BOLTSPARTITION BRACKETPARTITION PANEL

(E) CERAMIC TILE

/2 A8.00.2

/10 A8.60.2

(E)FLOOR ASSEMBLY

WATER RESISTANT GYP BD

BULLNOSE CERAMIC TILE, WHERE OCCURS.MATCH EXISTING ADJACENT

METAL STUDS

CERAMIC WALL TILE OVERCEMETITIOUS BOND COAT(TCNA-W243-15)

CERAMIC TILE COVE BASE - MATCHEXISTING ADJACENT

CERAMIC FLOOR TILE OVERCEMENTITIOUS LEVELINGMATERIAL. ADJUST SUBSTRATETO ADJACENT FLOOR LEVEL

HOLD GWB BACK 1/4" CAULK AIRTIGHTWITH ACOUSTICAL SEALANT

0.157" DIA W/ 3/4" EMBED AT12" O.C.

METAL TRACK

+/-6'-0" AFF, FIELD VERIFY A2.3

5/8" WATER RESISTANT GYP BD

BULLNOSE CERAMIC TILE

METAL STUD FRAMING

CERAMIC WALL TILE SET OVERCEMENTITIOUS BOND COAT(TCNA-W243-5)

CERAMIC TILE , MATCHINGEXSITING ADJACENT

WHERE NEW PARTITION WALLOCCURS, REMOVE AND REPLACEMIN. WIDTH OF 2 TILES ON EACHSIDE OF PARTITION TO MATCHADJACENT

WHERE DEMOLITION OF FLOOR TILEOCCURS TO REMOVE PARTITIONWALL, REMOVE MIN. WIDTH OF 2TILES ON EACH SIDE OF PARTITION TOFULL TILE JOINT. PATCH ANDREPLACE TILE TO MATCH ADJACENT,TILE SIZE VARIES PER FLOOR

EXISTING FLOOR TILE

NEW FLOOR TILE

2 TILE WIDTH MIN.

2 TI

LE W

IDTH

MIN

.

5A8.55.2

_______

A2.3

A2.3



729 Heinz Avenue

JOB NO.

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DRAWN

SHEET NUMBER

DATE

SHEET TITLE

REVISIONS

As indicated

11/3

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A8.55.2

INTERIOR DETAILS -RESTROOMDETAILS


PHASE 2

Checker

Author

Nov. 4, 2015

21401

BID SET


FATS

ETFO LAC I

NROIA

R

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EDESN

AECT

TICH

REN. 01-31-17

JANET TAM

No. C-14064

3" = 1'-0"A8.55.21 CERAMIC WALL TILE PATCH

3" = 1'-0"A8.55.22 GRAB BAR BACKING

1 1/2" = 1'-0"A8.55.23 BABY CHANGING STATION

3" = 1'-0"A8.55.24 TOILET PARTITION ANCHOR

3" = 1'-0"A8.55.25 CERAMIC TILE WAINSCOT

3" = 1'-0"A8.55.27 CERAMIC TILE AT PARTITION - PLAN



TYPE A

TYPE B

TYPE A1

TYPE B1

WIDTH SIDELITE WIDTH

SIDELITE WIDTH WIDTH

9' -

0"

HEIG

HT

HEIG

HT

HEIG

HT

WIDTH WIDTH

2A9.39.2

1A9.39.2

3A9.39.2

5A9.39.2

4A9.39.2

4A9.39.2

4A9.39.2

4A9.39.2

12"

6"6"

3'-6

".

6"6"

HEIG

HT

TYPE A2 TYPE A3

TYPE C TYPE C1 TYPE ETYPE D

HEIG

HT

WIDTH

WIDTH SIDELITE WIDTH

HEIG

HT

2A9.39.2

MAT

CH (E

)

2'-9

1/2

", VI

F(NOTE; FIELD VERIFY WITH EXISTINGADJACENT FOR HORIZONTAL MULLION,WHERE OCCURS - VARIES BY FLOOR)

3' -

6"

6"

HEIG

HT

WIDTH

3' -

0"6"

6"

HEIG

HT

(VIF)

5' - 6 1/8"

(NOTE: REFER TO MAIN ENTRYDOOR DETAILS)

4A9.39.2

4A9.39.2

4A9.39.2

TYPE F

T1 T1

T1

T1

T1

2'-0": T1

T1 T1

T20 T20

4'-0": T2

T3

T4 T4

1. DOOR FRAME THROAT DEPTH VARIES. COORDINATE WITH WALL PARTITION TYPES ANDEXISTING CONDITIONS. WHERE DOOR IS INSTALLED INTO EXISTING CONDITIONS, FIELDVERIFY DOOR AND FRAME WIDTH AND HEIGHT

2. ALL LOCKS AND LATCHES SHALL BE LEVER OPERATED AND SHALL BE OF SUCHCONSTRUCTION THAT WHEN LOCKED THE DOOR MAY BE OPENED FROM WITHIN BY USINGLEVER AND WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE, PER CBC 1008.1.9

3. ALL WOOD DOORS TO BE PREFINISHED4. PROVIDE DOOR HARDWARE AT ALL INTEROR DOORS TO MEET CBC SECTION 11B-404.2.9

DOOR OPENING FORCE & CLOSER SPEED5. ALL HAND OPERATED HARDWARE AND DOOR CONTROLS TO BE MOUNTED BETWEEN 34" MIN

AND 48" MAX TO TOP OF CONTROLS6. ALL GLASS IN DOORS AND ADJACENT GLAZING TO BE SAFETY GLAZING.7. VISION LIGHTS IN DOORS WITHOUT ADJACENT SIDELIGHTS TO HAVE LOWER EDGE MOUNTED

43" MAX ABOVE FLOOR, PER CBC 11B-404.2.118. SEE FLOOR PLAN FOR LOCATION AND TYPES OF SIGNAGE ASSOCIATED WITH DOORS. REFER

TO SG DRAWINGS FOR ADDITIONAL SIGNS AT MAIN ENTRY DOORS, SOUTH ELEVATION,FIRST FLOOR LOBBY, STAIR NO.1, PERMIT CENTER PUBLIC SERVICE COUNTERS, ANDWELCOME DESK.

GENERAL NOTES - DOORS

GLAZING TYPE

T1 1/4" TEMPERED GLASS

T2 3/8" TEMPERED GLASS

T3 FIRE-RATED GLAZING - 20 MIN

T20 1" IGU - 1/4" TEMPERED -SURFACE COATING, 1/2" AIRSPACE, 1/4" TEMPERED -GLAZING WITH SOLOR TINT TOMATCH EXISTING ADJACENTTRANSOM WINDOW. GLAZINGTO MEET CBEES TABLE 141.0-A,1" IGU TO MEET MAX U FACTOR0.58, MIN RSHGC 0.41 AND VT0.17 FOR GLAZED DOOR, VT 0.42FOR FIXED WINDOW

T4 1/4" TEMPERED RIBBED GLASS

A2.3



729 Heinz Avenue

JOB NO.

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DRAWN

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DATE

SHEET TITLE

REVISIONS

As indicated

11/3

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A10.20.2

DOOR SCHEDULE


PHASE 2

BN

MB

Nov. 4, 2015

21401

BID SET


PHASE 2- DOOR SCHEDULE - BASEMENT-FIRST

CW TypeDoor Sidelite

WidthFire

RatingHardware

GroupFrame

CommentsWidth Height Thickness Material Finish Material Finish

BASEMENT001 B C 6' - 0" 7' - 0" 0' - 1 3/4" SC WD NR 4 HM PT ACTIVE-INACTIVE LEAF002 A C 6' - 0" 7' - 0" 0' - 1 3/4" SC WD NR 5 HM PT PANIC HARDWARE - HOLD OPEN NOT TIED TO FA,

ACTIVE-ACTIVE LEAF003 A C1 6' - 0" 7' - 0" 0' - 1 3/4" SC WD NR 6 HM PT PANIC HARDWARE - LITE005 A A2 3' - 0" 7' - 0" 0' - 1 3/4" SC WD NR 7 HM PT010 A C 5' - 0" 7' - 0" 0' - 1 3/4" SC WD NR 8 HM PT011 A B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 6' - 0" NR 9 ALUM ANOD DOOR WITH SIDELIGHT011 B C 6' - 0" 7' - 0" 0' - 1 3/4" SC WD NR 10 HM PT012 A B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 6' - 0" NR 9 ALUM ANOD DOOR WITH SIDELIGHT013 A A2 3' - 0" 7' - 0" 0' - 1 3/4" SC WD NR 11 HM PT013 B R 6' - 0" 7' - 0" 12 IT STORAGE GATE015 B A2 3' - 0" 7' - 0" 0' - 1 3/4" SC WD NR 11 HM PT038 A A2 3' - 0" 7' - 0" 0' - 1 3/4" SC WD NR 13 HM PT OCCUPANCY-VACANCY INDICATORS1-B-1 A2 3' - 0" 7' - 0" 0' - 1 3/4" SC HM 90 MIN 20 HM PT 90 MIN DOOR

FIRST FLOOR105 A A1 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 20 Minute 15 HM PT DOOR WITH FIRE RATED HALF LITE - VERTICAL BAR

ACTUATOR107 E A2 3' - 0" 7' - 0" 0' - 1 3/4" SC WD NR 16 HM PT CARD READER110 A I 5' - 6" 6' - 8" 0' - 1 3/4" STL BRZ 17 STL BRZ STEEL DOOR AND FRAME WITH BRONZE FINISH - RECONNECT

CARD READER - OVERHEAD AUTOMATIC DOOR OPERATOR -RECONNECT TO TWO BUTTON DOOR OPERATOR - MANUALLOCK IN CASE CARD ACCESS FAILS AND MANUAL OVERRIDENEEDED TO OPEN/CLOSE DOORS

111 A A2 3' - 0" 7' - 0" 0' - 1 3/4" SC WD NR 18 HM PT112 A B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 19 ALUM ANOD DOOR WITH SIDELIGHT114 A B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 25 ALUM ANOD DOOR WITH SIDELIGHT - CARD READER114 B B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 9 ALUM ANOD DOOR WITH SIDELIGHT129A B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 19 ALUM ANOD DOOR WITH SIDELIGHT134 A B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 19 ALUM ANOD DOOR WITH SIDELIGHT139 A B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 9 ALUM ANOD DOOR WITH SIDELIGHT150 A B1 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 4' - 0" NR 19 ALUM ANOD DOOR WITH SIDELIGHT AND TRANSOM151 A B1 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 4' - 0" NR 19 ALUM ANOD DOOR WITH SIDELIGHT AND TRANSOM153 A B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 9 ALUM ANOD DOOR WITH SIDELIGHT154 A A2 3' - 0" 7' - 0" 0' - 1 3/4" SC WD NR 11 ALUM PTS1-1A F 2' - 7

3/4"2' - 0" 0' - 1" NR 26 STL STL METAL PIVOT GATE - NON-LOCKING

PHASE 2- DOOR SCHEDULE - SECOND-FOURTH


WidthFire

RatingHardware

GroupFrame


SECOND FLOOR223 G D 2' - 6" 2' - 10" 0' - 1 3/4" SC WD NR 14 PIVOT GATE - NO FRAME258 A B 3' - 0" 8' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 19 ALUM ANOD DOOR WITH SIDELIGHT - FIELD VERIFY HEIGHT TO MATCH

ADJACENT DOORS260 A A2 2' - 6" 7' - 0" 0' - 1 3/4" SC WD NR 11 HM PT

THIRD FLOOR302 A A3 3' - 0" 7' - 0" 0' - 1 3/4" SC WD -- 18 HM PT302 B B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 4' - 0" -- 9 ALUM ANOD DOOR WITH SIDELIGHT302 C B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 1' - 6" NR 18 HM PT302 D A3 3' - 0" 7' - 0" 0' - 1 3/4" SC WD -- 18 HM PT305 A A2 3' - 0" 7' - 0" 0' - 1 3/4" SC WD NR 16 HM PT CARD READER325 A B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 19 ALUM ANOD DOOR WITH SIDELIGHT326 A B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 19 ALUM ANOD DOOR WITH SIDELIGHT328 B B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 9 ALUM ANOD DOOR WITH SIDELIGHT332 A A2 2' - 0" 7' - 0" 0' - 1 3/4" SC WD NR 11 HM PT332 B B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 9 ALUM ANOD DOOR WITH SIDELIGHT334 A A2 3' - 0" 7' - 0" 0' - 1 3/4" SC WD NR 19 STL PT341 A B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 19 ALUM ANOD DOOR WITH SIDELIGHT342 A B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 19 ALUM ANOD DOOR WITH SIDELIGHT343 A B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 19 ALUM ANOD DOOR WITH SIDELIGHT344 A B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 19 ALUM ANOD DOOR WITH SIDELIGHT345 A A2 3' - 0" 7' - 0" 0' - 1 3/4" SC WD NR 11 HM PT348 A B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 19 ALUM ANOD DOOR WITH SIDELIGHT349 A B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 19 ALUM ANOD DOOR WITH SIDELIGHT359 A B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 19 ALUM ANOD DOOR WITH SIDELIGHT363 A B 3' - 0" 7' - 0" 0' - 1 3/4" SC WD 2' - 0" NR 19 ALUM ANOD DOOR WITH SIDELIGHT

PHASE 2- DOOR SCHEDULE - EXISTING WITH (N) HARDWARE


WidthFire

RatingHardware

GroupFrame


BASEMENTE-003 B A2 3' - 0" 7' - 0" 0' - 1 3/4" EXIST PT-1 90 MIN 21 EXIST EXIST (E) 90 MIN OPENING - PANIC HARDWARE

FIRST FLOORE-S1-1 A2 3' - 0" 7' - 0" 0' - 1 3/4" EXIST EXIST 90 MIN 22 EXIST EXIST (E) 90 MIN OPENING - ADD MAGNETIC HOLD OPEN - TIE TO

SMOKE DETECTORS

SECOND FLOORE-238 A B 3' - 0" 7' - 0" 0' - 1 3/4" EXIST WD NR 23 EXIST EXIST EXISTING DOOR AND SIDELITE RELOCATEDE-264 A A2 3' - 0" 7' - 0" 0' - 1 3/4" EXIST EXIST 24 EXIST EXIST REMOVE (E) DOOR CLOSER

FOURTH FLOORE-405 A A2 3' - 0" 7' - 0" 0' - 1 3/4" EXIST EXIST 24 EXIST EXIST REMOVE (E) DOOR CLOSER

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No. C-14064



NOTE: REFER TO SPECIFICATION SECTION FOR 08 71 00 FOR HARDWARE GROUP INFORMATIONA2.3

+/-

32

3/4"

5 1/

2"

(E) AUTO DOOR OPERATOR., AT 9" AND 36" A.F.F.VERIFY AND ADJUST LOCATION OF PUSH PLATE -CENTERLINE OF PUSH PLATE AT 7" MIN TO 8" MAXAFF. OTHER PUSH PLATE TO REMAIN, BETWEEN 30"MIN TO 44" MAX, BOTH INTERIOR AND EXTERIORSIDE. CONNECT TO OVERHEAD DOOR ACTUATOR

(E) AUTO DOOROP., AT 9" AND36" A.F.F.

(E) DOORUNLOCK BUTTON

EXTERIOR

INTERIOR

+/- 5" +/- 33" +/- 5 1/2" +/- 72" +/- 5 1/2" +/- 33" +/- 5"

(E) CARDREADER

5' -

1"

FIRST FLOOR0' - 0"

(E)CARD READER, TOREMAIN

(E) SATIN BRONZEFRAME, TO REMAIN.CLEAN TO SATINBRONZE FINISH, TYP

VIF

6' -

10 3

/8" R

.O.

WINDOW SIDELITEWITH IGU - SOLARTINT, TYP. MATCHEXISTING TINT IN THEABOVE WINDOW

(E) BRONZEDECORATIVE FLUTES,TO REMAIN. CLEAN TOSATIN BRONZE FINISH

(E) BRONZE WINDOW UNITS,JAMB, HEAD, TO REMAIN. CLEANTO SATIN BRONZE FINISH. CLEANWINDOW GLAZING

4A10.26.2

._______ 1

A10.26.2

._______

2A10.26.2

._______

5A10.26.2

._______

T20

T20 T20

T20

GLAZING TO MEET CBEESTABLE 141.0-A.GLAZING: 1" IGU TO MEETMAX U FACTOR 0.58, MINRSHGC 0.41 AND VT 0.17FOR GLAZED DOOR, VT0.42 FOR FIXED WINDOW

A2.3

NOTE: REFER TO SIGNAGESHEETS FOR SIGNAGE ONMAIN ENTRY DOORS



729 Heinz Avenue

JOB NO.

SCALE

CHECKED

DRAWN

SHEET NUMBER

DATE

SHEET TITLE

REVISIONS

As indicated

11/3

0/2

015 1

1:0

4:0

0 A

MC

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A10.25.2

MAIN ENTRY DOORDETAILS


PHASE 2

PD

PD

Nov. 4, 2015

21401

BID SET


1/2" = 1'-0"A10.25.2ENLARGED PLAN - MAIN ENTRY DOORS2

1/2" = 1'-0"A10.25.2ELEVATION - MAIN ENTRY DOORS1

NOT TO SCALEA10.25.23 TYPICAL - PHOTOS OF EXISTING CONDITION

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No. C-14064



UP

1 2

G

H

F

E

D

C

B

A

4 5 6 7 83

STORAGE031

HHCS STORAGE026

BOILER ROOM040

BLDGMAINT/STORAGE

060

LOBBY001

MECHANICAL064

MAINELECTRICAL

061

GAS METER062

JANITOR044

MACHINE RM043

STORAGE042

MEN006

WOMEN004

BREAK ROOM041

ELEC008

STOR009

033OFFICE

034OFFICE

035OFFICE

036CONFERENCE

037OFFICE

030OPEN OFFICE

MECH052

SERVER/SUPPLY039

EXITPASSAGEWAY

051

EXITPASSAGEWAY

050

STORAGE054

032STORAGE

023MAIL

022OFFICE/FILE

020STORAGE

021DUPLICATION/PRINTING

024STORAGE

025SUPPLIES

071STORAGE

HALL007

BUILDINGSUPPLY

063

HALL005

STAIR1-B

STORAGE010

ELEV MACHROOM037A

STAIR3-B

STAIR2-B

HALL002

038STORAGE


Berkeley, CA 94710

tel 510.542.2200

fax 510.542.2201

729 Heinz Avenue

JOB NO.

SCALE

CHECKED

DRAWN

SHEET NUMBER

DATE

SHEET TITLE

REVISIONS

LS

NS/SL

NOVEMBER 4, 2015

21401

BID SET



AS NOTED

2 11/04/15 Permit Re-SubmittalA2 11/16/15 Addendum 01

A2.3 11/30/15 Addendum 03

UP

1 2

G

H

F

E

D

C

B

A

4 5 6 7 83

LAND USEPLANNINGLIBRARY

032

STORAGE031

STORAGE022

FINANCE MAILROOM023

ENGINEERING +PUBLIC WORKS

STORAGE020

FACILITIESSTORAGE

021

IT STORAGE019

HHCS STORAGE026

NEW ITSTORAGE

024

PUBLIC WORKSSTORAGE

071

STORAGE013

COMPUTERTRAINING

012

HR TRAINING011

LUNCH ROOM003

LACTATIONROOM038

BOILER ROOM040

BLDGMAINT/STORAGE

060

LOBBY001

MECHANICAL064

MAINELECTRICAL

061

GAS METER062

JANITOR044

MACHINE RM043

STORAGE042

MEN006

WOMEN004

BREAK ROOM041

ELEC008

STOR009

STAIR3-B

MECH052

SERVER/SUPPLY039

EXITPASSAGEWAY

050

STORAGE054

STAIR2-B

HALL007

HALL005

STAIR1-B

STORAGE010

BUILDINGSUPPLY

063

EXITPASSAGEWAY

051

ELEV MACHROOM037A

HALL002

HALL014


Berkeley, CA 94710

tel 510.542.2200

fax 510.542.2201

729 Heinz Avenue

JOB NO.

SCALE

CHECKED

DRAWN

SHEET NUMBER

DATE

SHEET TITLE

REVISIONS

LS

NS/SL

NOVEMBER 4, 2015

21401

BID SET



AS NOTED


A2.3 11/30/15 Addendum 03

DNUP

1 2

G

H

F

E

D

C

B

A

4 5 6 7 83

T1

PSC PLANCHECK

COORDINATOR330


MECH322

P/C ENGINEEROFFICE

343 PW MANAGEROFFICE

361

PWENGINEERINGPLAN CHECK

362

HALL340

CASHIER334

BREAK ROOM331

HOUSINGINTERVIEW

ROOM333

B&S OFFICE335

B&s OFFICE336

PSCCOORDINATOR

351

SENIOR PERMITSPECIALIST

OFFICE352

PUBLICCONFERENCE

328OPEN OFFICE -PS329

INFO +WELCOME DESK

301

PERMIT CENTER302

ELEC303

WOMEN304

HALL305

MEN306

P/C SENIORENGINEER

OFFICE341

P/C PLANCHECKEROFFICE

342

PLAN CHECK /STATION 13

344

PLAN CHECKSUPERVISOR

OFFICE347

P/C SENIORENGINEER

OFFICE346

P/C SENIORPLAN CHECKER

OFFICE348

P/C FIRE OFFICE349

CONFERENCE360

HOUSINGINSPECTOR

SUPERVISOR325

PLANCOLLATION &

STORAGE307

STAIR1-3RD

OPEN OFFICE -BUILDING

INSPECTION320

HOUSINGINSPECTIONDESK AREA

323

HALL337

OPEN OFFICE -ADMIN

350

PERMITCOUNTER

310

CSS3 OFFICE359

BLDGINSPECTOR

SUPERVISOR363

B&S OFFICE326


Berkeley, CA 94710

tel 510.542.2200

fax 510.542.2201

729 Heinz Avenue

JOB NO.

SCALE

CHECKED

DRAWN

SHEET NUMBER

DATE

SHEET TITLE

REVISIONS

LS

NS/SL

NOVEMBER 4, 2015

21401

BID SET



AS NOTED


A2.3 11/30/15 Addendum 03

1947 CENTER ST ADDENDUM 3 11.30.2015

(E) DOOR HARDWARE


(E) DOOR HARDWARE


(E) DOOR HARDWARE

BASEMENT

FIRST FLOOR


(E) DOOR WOOD SPECIES

THIRD FLOOR

SECOND FLOOR


(E) DOOR WOOD SPECIES