TOWN OF COLMA - · PDF fileContractor’s cost of acquiring traffic control permits and...

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TOWN OF COLMA Town Hall, 1198 El Camino Real Colma, California 94014

ADDENDUM NO. 1

September 21, 2017

Project: Colma Town Hall – Campus Renovation and

Additions – Infill & Sitework Package

From: Brad Donohue, Director of Public Works

TO: ALL HOLDERS OF Contract Documents and Specifications for the Project

of “Colma Town Hall – Campus Renovation and Additions – Infill &

Sitework”

Addendum Acknowledgement Receipt Shall Become a Part of the Project Specifications

This Addendum is hereby made a part of the Contract Documents for the construction of the above referenced project and its provisions supplement and/or supersede those of previously issued Drawings and Specifications. The unaltered portions of the CONTRACT DOCUMENTS shall remain in effect. Please acknowledge receipt of this Addendum on your Bid Form and return a signed copy with your Bid Form. The updates and changes are as follows:

A. BID CLARIFICATIONS:

1. Scope of work added, deleted and/or revised as part of this addendum shall be

applicable throughout all plan sheets and specifications; regardless of whether

said plan sheets and specifications were included as part of this addendum or

not.

2. Contractor is not responsible for installing temporary power or temporary water

utilities, they are already installed/existing on site. Contractor is responsible for

means of use for temporary utilities (i.e. hoses, extension cords, spider box, etc.).

3. Contractor(s) need not include pricing in their bid for Vapor Emission Control at

concrete slabs. Reference revisions to section C, “Labor Rates and Unit Costs”,

in the Bid Form. Contractors shall instead provide unit pricing for Vapor

Emission Control at Bid Time. Once Contract is awarded and Construction

begins, extent of Vapor Emission Control shall be determined by moisture

content testing of slabs, testing by Contractor. Unit Price provided at Bid Time

shall be used by the Contractor in calculating costs.

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B. BID MANUAL REVISIONS (Reference Yellow Highlights on Enclosed Sheets for

Revisions):

1. Page 9, Article 28: Permit and Inspection Fee Allowance waived

2. Page 11, Article 33: Corrected Spelling of Email

3. Page 22, Bid Schedule: Revised Fence Maintenance Hours from “20” to “50”

4. Page 24, Labor Rates & Unit Costs: Added Unit Pricing Request for Vapor

Emission Control by the square foot

C. SPECIFICATION REVISIONS/ADDITONS (Clouded):

1. 09 30 00 Tiling:

Updated Ceramic Tile call out for:

Lobby Floor (TL-1B)

Toilet Room Walls (TL-5)

Updated patterns for Toilet Room Walls (TL-5)

D. PLAN SHEET REVISIONS/ADDITIONS (Clouded):

1. C-100, Civil Title Sheet:

Added General Notes pertaining to SFPUC (San Francisco Public Utilities

Commission) ROW (Right-of-Way)

2. C-300, Demo Plan:

Updated existing surfaces

Added SFPUC ROW boundary

Revised demo call out(s) for select site furnishing(s)

3. C-400, Utilities:

Deleted Gas Service

Revised Storm Drain along east side of (E) Town Hall from (N) to (E)

4. L-104, Landscape & Irrigation Plan:

Provided cut section detail for Irrigation around SFPUC Water Line

Added General Notes pertaining to SFPUC ROW

5. A-101, Level 0 Floor Plan:

Added elevation detail for concrete coring at foundation wall along grid line 10

6. A-220, Interior Elevation E2:

Added Glazing Panel

7. A-310, Wall Sections, detail A2:

Added Glazing Panel, with dimension(s)

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8. A-411, Enlarged Restroom Plan:

Revised Wall tile pattern

9. A-512, Details:

Revised Seismic Joint detail A1

Provided jamb detail B1 for Glazing Panel added under items 6 and 7 above

10. A-521, Details:

Modified Interior Stair handrail details

Provided new interior stair detail D1

11. A-610, FFE Plan

Updated finish legend and schedule

12. A-611, FFE Plan

Removed no longer applicable detail

Updated tile pattern requirements in (E) Town Hall Building

13. S-111, Existing Bldg Foundation Plan

Provided dimensions for footing modification at basement slab on grade

ATTACHMENTS (ENCLOSED HEREWITHIN):

14. Bid Manual Sheet Replacement(s)

15. Plan Sheet Replacement(s)

16. Spec Sheet Replacement(s)

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ADDENDUM ACKNOWLEDGEMENT

Bidder acknowledges receipt of this addendum, which shall be attached to the bid proposal.

CONTRACTOR’S REPRESENTATIVE DATE

THIS DOCUMENT SHALL BECOME A PART OF THE BIDDING AND

CONTRACT DOCUMENTS.

END OF ADDENDUM NO. 1

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perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Labor Code Sections 1777.1 or 1777.7. Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money that is paid to a debarred subcontractor by the Contractor for the Project shall be returned to the Town. The Contractor shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the Project.

ARTICLE 25. INSURANCE REQUIREMENTS

Prior to commencing work, the successful bidder shall purchase and maintain insurance as set forth in the General Conditions.

ARTICLE 26. PERFORMANCE BOND AND PAYMENT BOND REQUIREMENTS

The successful bidder will be required to furnish a Labor and Material Payment Bond and a Faithful Performance Bond each in an amount equal to one hundred percent (100%) of the contract price. Each bond shall be secured from a surety company that meets all State of California bonding requirements, as defined in California Code of Civil Procedure Section 995.120 and is admitted by the State of California. Each bond shall be accompanied, upon the request of Town, with all documents required by California Code of Civil Procedure Section 995.660 to the extent required by law. All bonding and insurance requirements shall be completed and submitted to Town within ten (10) working days from the date the Town provides the successful bidder with the Notice of Award.

ARTICLE 27. SALES AND OTHER APPLICABLE TAXES, PERMITS, LICENSES AND FEES

Contractor and its subcontractors performing work under this Contract will be required to pay California sales tax and other applicable taxes, and to pay for permits, licenses and fees required by the agencies with authority in the jurisdiction in which the Work will be located, unless otherwise expressly provided by the Contract Documents.

ARTICLE 28. PERMIT AND INSPECTION FEE ALLOWANCE

Notwithstanding anything contained herein, the Bid Form contains an allowance for the Contractor’s cost of acquiring traffic control permits and for construction inspection fees that may be charged to the Contractor by the Agency of Jurisdiction. The allowance is included within the Bid Form to eliminate the need by bidders to research or estimate the costs of traffic control permits and construction inspection fees prior to submitting a bid. The allowance is specifically intended to account for the costs of traffic control permits and construction inspection fees charged by the local Agency of Jurisdiction only. No other costs payable by Contractor to the Agency of Jurisdiction are included within the allowance. Permit fees shall be waived by the City.

ARTICLE 29. FILING OF BID PROTESTS

Bidders may file a “protest” of a Bid with the Town’s Director of Public Works. In order for a Bidder’s protest to be considered valid, the protest must:

A. Be filed in writing within five (5) calendar days after the bid opening date;

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ARTICLE 33. QUESTIONS

Questions regarding this Instructions to Bidders may be directed Mahan Bozorginia, Project Manager, AT 650-757-8894 or email at [email protected]. No other members of the Town’s staff or City Council should be contacted about this procurement during the bidding process. Any and all inquiries and comments regarding this Bid must be communicated in writing, unless otherwise instructed by the Town. The Town may, in its sole discretion, disqualify any Bidder who engages in any prohibited communications.

ARTICLE 34. BID TIMELINE SUMMARY

- Bid Published: Thursday, August 24th, 2017

- Pre-bid Conference: Thursday, September 7th, 2017 @ 2pm

- Pre-bid RFIs due: Thursday, September 14th, 2017 by 5pm

- Addenda distribution: Thursday, September 21st, 2017 (pending review of submitted RFIs)

- Bids Due: Thursday, September 28th, 2017 no later than 2pm

END OF INSTRUCTIONS TO BIDDER

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A. BID SCHEDULE

NO.

ITEM DESCRIPTION

UNIT OF MEASURE

EST. QTY.

ITEM COST

1. General – I.e. Mobilization, Contract Admin, Management, Supervision, Misc. Tools & Equipment, Auto Costs, and etc.

LS 1

2. SWPPP – Erosion Control Measures and QSP Inspections

LS 1

3. Fence Maintenance – Maintain Existing Site Fencing for Duration of Project.

HR 50

4. Temp Roof Access – Contractor means/methods for roof access during construction (i.e. stair tower, scaffolding, and/or etc.)

LS 1

5. Construction – Labor & Materials for both Renovation and Addition Scope Complete

LS 1

6. Elevator Cab – 3500Lb Otis HydroFit

Otis Contact: Nicholas Parra

415-546-8111

[email protected]

LS 1 $113,140.00

7. OH&P – Contractor Overhead & Profit Fee

8. Bonding Fee

9. Insurance Fee

10. Base Bid Sub-Total (items 1 – 9)

11. BID ALTERNATE 1: DensElement Barrier System – Reference detail B3/A-500. Provide Cost Delta for:

Elimnate 5/8” DensGlass sheathing and air barrier (AB) at exterior walls and instead provide 5/8” DenseElement Sheathing System by Georgia Pacific

LS 1

12. BID ALTERNATE 2: Temporary Weather/Climate Protection – Provide material and labor Cost to securely install visqueen cover or equal at entire existing steel structure and exposed basement and foundation areas. Protection Measures shall be required in the instance that severe weather occurs prior to the Contractor completion of building exterior, roofing systems and sealing methods.

LS 1

13. TOTAL BID TOTAL 1

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C. LABOR RATES AND UNIT COSTS:

Provide the following Labor Rates and Unit Costs, pricing does not affect basis of bid however bid will be considered incomplete without requested labor rates and unit costs.

Labor Rates

TITLE RATE

Project Executive $_____/Hr or �N/A

Project Manager $_____/Hr or �N/A

Project Engineer $_____/Hr or �N/A

Project Admin $_____/Hr or �N/A

Superintendent $_____/Hr or �N/A

Foreman $_____/Hr or �N/A

Carpenter $_____/Hr or �N/A

Apprentice $_____/Hr or �N/A

Laborer $_____/Hr or �N/A

Unit Pricing

UNIT DESCRIPTION UNIT OF

MEASURE UNIT COST

(IN NUMBERS)

Unit #1 – Touch-up/repairs to Existing Structural Steel – Provide bondo patch work at voids in steel by others – Include Labor and Material Costs in Unit Price. VIF

Hr

Unit #2 – Provide Vapor Emission Control at Concrete slabs prior to specified finish application

Sq. Ft.

The successful bidder hereby agrees to sign the contract and furnish the necessary bonds and certificates of insurance within ten (10) working days after the Town provides the successful bidder with the Notice of Award.

Upon receipt of the signed contract and other required documents, the contract will be executed by the Town, after which the Town will prepare a letter giving Contractor Notice to Proceed. The official starting date shall be the date of the Notice to Proceed, unless otherwise specified. The undersigned agrees to begin the Work within ten (10) working days of the date of the Notice to Proceed, unless otherwise specified.

Town of Colma TILING Colma Town Hall Campus Renovation and Addition Section 09 30 00 – Page 1

Ratcliff Project 34003.00 Construction Document – Infill August 14, 2017

PART 1 - GENERAL

1.1 SUMMARY

A. Work includes interior ceramic wall tiling and floor tiling with waterproofing and isolation membrane; solid surface door thresholds.

B. Work Specified Elsewhere:

1. Section 07 90 00 – Joint Protection: Sanitary sealant.

2. Section 09 30 90 Tile Restoration

1.2 REFERENCES

A. American National Standards Institute (ANSI):

1. ANSI A108.5 - Installation of Ceramic Tile with Dry-Set Portland Cement Mortar or Latex-Portland Cement Mortar.

2. ANSI A108.6 - Installation of Ceramic Tile with Chemical Resistant, Water Cleanable Tile-Setting and Grouting Epoxy.

3. ANSI A108.10 - Installation of Grout in Tilework.

4. ANSI A108.13 - Installation of Load Bearing, Bonded, Waterproof Membranes for Thin-Set Ceramic Tile and Dimension Stone.

5. ANSI A118.3 - Specifications for Chemical Resistant, Water Cleanable Tile-Setting and Grouting Epoxy.

6. ANSI A118.4 - Specifications for Latex-Portland Cement Mortar.

7. ANSI A118.7 - Specifications for Polymer Modified Cement Grouts for Tile Installation.

8. ANSI A137.1 - Specifications for Ceramic Tile.

B. American Society for Testing and Materials (ASTM)

1. ASTM C270 - Standard Specification for Mortar for Unit Masonry

C. Tile Council of North America, Inc. (TCNA):

1. TCNA - Handbook for Ceramic Tile Installation.

D. Tile Heritage Foundation P.O. Box 1850, Healdsburg, CA 95448 Phone: 707-431-8453 Fax: 707-431-8455 Email: [email protected] www.tileheritage.org



E. Appendix 1 - Article: “40 Preservation Briefs – Preserving Historic Ceramic Tile Floors” by Anne E. Grimmer and Kimberly A. Konrad via U.S. Department of the Interior | National Park Service Cultural Resources | Heritage Preservation Services

1.3 SYSTEM DESCRIPTION

A. Performance Requirements

1. Dynamic Coefficient of Friction: > 0.42 when tested in accordance with ANSI A137.1.

1.4 SUBMITTALS

A. Product Data: Submit manufacturer’s literature and installation instructions for each material and accessory, clearly notating specified requirements.

B. Samples: Furnish sufficient samples to establish full range of colors and textures for materials exposed in the finished Work. Label samples to indicate product and location in the Work. Samples will be reviewed for appearance only. Compliance with other requirements is the responsibility of the Contractor.

1. For Initial Selection: Manufacturer's color charts consisting of actual tiles or sections of tile showing full range of colors, textures, and patterns available for each type and composition of tile indicated. Include samples of grout and accessories requiring color selection.

2. For Verification: For products which involve color and texture variations, submit sets showing full range of variations expected.

a. Tile: Each type and composition of tile and for each color and texture required, at least 12 inches square, mounted on plywood or hardboard backing and grouted.

b. Trim and Accessories: Full-size units of each type for each color required.

c. Thresholds: 6-inch lengths.

d. Metal Edge Strips: 6-inch lengths.

C. Quality Assurance/Quality Control Submittals:

1. Test Reports: Slip Resistance Test Reports.

D. Closeout Submittals:

1. Maintenance Data.

1.5 QUALITY ASSURANCE

A. Qualified Installer: Installer to have 5 years’ experience in the installation of specified materials on comparable projects. The firm shall have the approval of the materials manufacturer.



B. Single-Source Responsibility for Tile: Obtain each color, grade, finish, type, composition, and variety of tile from single source with resources to provide products of consistent quality in appearance and physical properties without delaying progress of Work.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Packing, Shipping, Handling, and Unloading: Deliver packaged materials in original containers with seals unbroken and labels intact until time of use. Comply with requirement of ANSI A137.1 for labeling sealed tile packages.

B. Storage and Protection: Protection: Prevent damage or contamination to materials by water, freezing, foreign matter, and other causes.

C. Handling: Handle tile with temporary protective coating on exposed surfaces to prevent coated surfaces from contacting backs or edges of other units. If, despite these precautions, coating does contact bonding surfaces of tile, remove coating from bonding surfaces before setting tile.

1.7 PROJECT/SITE CONDITIONS

A. Environmental Conditions: Maintain and protect Work during and after installation per Reference Standards and manufacturer's printed recommendations.

B. Ventilation: Vent temporary heaters to exterior to prevent damage to tile work from carbon dioxide buildup.

C. Temperature: Maintain temperatures at 50 degrees F. (10 degrees C.) or more in tiled areas during installation and for 7 days after completion, unless higher temperatures are required by Reference Standards or manufacturer's instructions.

1.8 MAINTENANCE

A. Extra Materials:

1. General: Deliver extra materials to Owner at Project site. Furnish extra materials that match products installed as described below, packaged with protective covering for storage and identified with labels clearly describing contents.

2. Tile and Trim Units: Furnish quantity of full-size units equal to 3 percent of amount installed, for each type, composition, color, pattern and size.

PART 2 - PRODUCTS

2.1 CERAMIC TILE

A. General: ANSI 137.1; 20 percent minimum recycled content.

B. New Ceramic Tile – PANTRY FLOOR – TL-0A

1. Manufacturer: “Italics” conforming to following:



2. Product: “Genesis” Porcelain FR Tile

3. Size: 11 5/8 inch x 23 3/8 inch x 3/8 inch th.

4. Color: “Moka” Prod. No. CC 721224

5. Edge: Rectified

6. Joint: Min. 2mm. (0.0787”) joint recommended for rectified tiles

7. Max. 8” offset recommended – 1/2 Offset installation not recommended

8. V3 Rating – “slight variation”

9. Pattern: As shown on Drawings

C. New Ceramic Tile – LOBBY FLOOR – TL-1A (Field)


2. Product: “Genesis” Porcelain FR Tile

3. Size: 11 5/8 inch x 23 3/8 inch x 3/8 inch th.

4. Color: “Avana” Prod. No. CC 711224

5. Edge: Rectified


7. Max. 8” offset recommended – 1/2 Offset installation not recommended

8. V3 Rating – “slight variation”


D. New Ceramic Tile – LOBBY FLOOR – TL-1B (Accent)

1. Manufacturer: Daltile

2. Product: Slate Attache

3. Size: 2” x 2” x 1/4” th. Square

4. Color: Qty.(2) Colors randomly installed where indicated on plans, 50% each color:

a) Multi Green SA09

b) Multi Brown SA08

5. Finish: Honed

6. Edge: Straight

8. Pattern: Install TL-1B (Accent) tile as linear accent borders between new tile TL-1A as shown on Drawings



E. New Ceramic Tile – TOILET ROOM FLOOR, NARROW BORDER – TL-2B


2. Product: Lycian Stella Phellos 5/8” Sq. (Mounted)

3. Size: 5/8” x 5/8” x 3/8” th. (12” x 12” Mounted Sheet)

4. Finish: Honed

5. Edge: Beveled

6. Unit: Sheet


F. New Ceramic Tile – TOILET ROOM FLOOR INSET – TL-3


2. Product: Lycian Elemental Large Basketweave (Mounted)

3. Basketweave Field: Patara #XAY 50708BS

4. Basketweave Accent: Phellos

5. Field Tile Size: 9-1/4” x 9-1/4” x 3/8” th.

6. Unit: Sheet

7. Pattern: As shown on Drawings.

G. New Ceramic Tile – TOILET ROOM WALLS – TL-4


2. Product: Marblelab Statuario

3. Size: 4” x 12” x 3/8” th.

4. Edge: Rectified.


H. New Ceramic Tile – TOILET ROOM WALLS – TL-5 (Varies)


2. Product: “Nature” Porcelain Tile

3. Size: 4 inch x 16 inch x 1/4 inch th.

4. Color: Varried Pattern of 3 different colors of Nature Tile

a. Colors; A = Nature Milk , B= Nature Ash , C= Nature Steel

5. Edge: Rectified




7. Vertical Orientation stacked rows, 1/2 tile offset of tiles from row to row


a. Row 1 repeating pattern: A,A,A,A,A,A

b. Row 2 repeating pattern: A,B,A,A,B,A

c. Row 3 repeating pattern: C,B,B,A,A,C

d. Row 4 repeating pattern: C,C,B,B,C,B,A

e. Row 5 repeating pattern: C,C,C,C,B

2.2 MORTAR AND GROUT

A. Manufacturers: Furnish products of one of the following or approved equal:

1. Custom Building Products.

2. Laticrete International, Incorporated.

3. Mapei International.

B. Thin-Set / Bond Coat: ANSI 118.4; single-step, polymer-fortified, cementitious thin-set mortar. Basis of Specification: Laticrete International, Inc.’s “254 Platinum”.

C. Mortar Set: ANSI A108.02. 1. Latex Additive: Manufacturer's standard acrylic resin water emulsion, serving as

replacement for part or all of gaging water, of type specifically recommended by latex-additive manufacturer for use with field-mixed portland cement and aggregate mortar bed.

D. Grout: ANSI 118.3; water-cleanable, moderate chemical-resistant, non-sagging, sanded epoxy compound suitable for specified joint widths. Basis of Specification: Laticrete International, Inc.’s “SpectraLock PRO Premium Grout”.

1. Colors:

a. TL-1: To be selected

b. TL-2: To be selected

c. TL-3: To be selected

d. TL-4: To be selected

2.3 ACCESSORIES

A. Bonded Waterproofing and Crack Isolation Membrane: ANSI A118.10; load-bearing, liquid rubber polymer with reinforcing fabric. Basis of Specification: Laticrete International’s “Laticrete 9235”.



B. Wire Reinforcing: ANSI A108.1A; 16 gauge, 2 inch x 2 inch.

C. Metal Trim:

1. Floor-Base Cove: Radiused Type 304 stainless steel insert. Schluter’s “DILEX-EHK” or approved equal.

D. Solid Surface Thresholds: ASTM E84, Class A; resinous polymer with homogenous color throughout. Honed finish, 1/2 inch high, 2 inches deep and full width of wall or frame opening, beveled one side as shown on drawings, radiused edges from bevel to vertical face. Dupont’s ”Corian” or approved equal. Color: To be selected.

2.3 MIXES

A. General: Mix mortars and grout per Reference Standards and manufacturer's recommendations, including those requirements for accurate proportioning of materials, water, or additive content; type of mixing equipment, selection of mixer speeds, mixing containers, mixing time, and other procedures needed to produce mortars and grouts of uniform quality with optimum performance characteristics for application indicated.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Division 1 – Administrative Requirements: Coordination and project conditions.

B. Verify inserts, accessories, plumbing, and similar items are placed or provided for.

C. Verify surfaces are ready to receive work.

3.2 PREPARATION

A. Protect surrounding work from damage.

B. Vacuum clean surfaces and damp clean.

C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable flatness tolerances.

D. Install Gypsum Tile Backer Board as specified elsewhere. Tape joints and corners with 2-inch wide alkali-resistant glass fiber mesh tape, cover with skim coat of dry-set mortar to feather edge.

3.3 INSTALLATION SYSTEMS

A. General: Install membranes, tile, thresholds, and grout in accordance with manufacturer’s recommendations, applicable requirements of ANSI A108.1 through A108.10, and TCNA Handbook recommendations for systems specified.

B. Floor Installation - Thin-Set Methods:



1. Over interior concrete slab on-grade substrates, install in accordance with TCNA Handbook Method F115. Waterproofing membrane is not required.

2. Over interior elevated concrete substrates, install in accordance with TCNA Handbook Method F115A. Furnish waterproofing membrane.

C. Floor Installation – Mortar-Set Methods:

1. Over interior concrete slab on-grade substrates, install in accordance with TCNA Handbook Method F121. Waterproofing membrane is not required.

2. Over elevated concrete substrates, install in accordance with TCNA Handbook Method F121. Furnish waterproofing membrane.

D. Wall Installation:

1. Over coated glass mat water-resistant gypsum backer board in accordance with TCNA Handbook Method W245. Waterproofing membrane not required.

3.4 INSTALLATION

A. Lay ceramic tile to pattern indicated on Drawings. Do not interrupt tile pattern through openings. If floor pattern is not indicated on Drawings, lay out monolithic tile floors to minimize cut tiles along perimeter by more than one-half the tile width. Layout is subject to Architect’s final approval.

B. Where large floor tile units will not conform to dished areas at floor drains, review floor lay out with Architect. Cut tiles on diagonal to facilitate conformance to slope. Final tile lay out around drain shall be symmetric.

C. Place thresholds, edge strips at exposed tile edges.

D. Cut and fit tile to penetrations through tile, leaving sealant joint space. Form corners and bases neatly. Align floor, base, and wall joints.

E. Place tile with joints uniform in width, subject to variance in tolerance allowed in tile size. Make joints watertight, without voids, cracks, excess mortar, or excess grout.

F. Form internal angles coved and external angles bullnosed. Use metal cove at all floor-to-wall intersections.

G. Install ceramic accessories rigidly in prepared openings.

H. Sound tile after setting. Replace hollow sounding units.

I Keep expansion joints and divider strips free of adhesive or grout.

J. Allow tile to set for minimum of 48 hours prior to grouting.

K. Grout tile joints. Use specified grout type unless otherwise indicated.



L. Apply sanitary sealant as specified in Section 07 90 00 along junction of tile edge strip and dissimilar materials and junction of dissimilar planes.

3.5 CLEANING

A. Division 1 - Execution Requirements: Final cleaning.

B. Clean tile and grout surfaces.

3.6 PROTECTION OF INSTALLED CONSTRUCTION

A. Division 1 - Execution Requirements: Protecting installed construction.

B. Do not permit traffic over finished floor surface for 4 days after installation.

END OF SECTION

CHECKED BY:PROJECTNUMBER:

TH20130264

ISSUE SCHEDULE NO. DATE

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5856 Doyle StreetEmeryville, CA 94608Tel 510 899 6400www.ratcliffarch.com

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TOWN OF COLMA

1198 El Camino RealColma, CA 94014

COLMA TOWN HALLCAMPUSRENOVATIONS ANDADDITIONS

255 Shoreline Drive, Suite 200Redwood City, CA 94065

ENGINEERSSURVERYORSPLANNERS

C-100

TITLESHEET,NOTES, LEGEND,ANDABBREVIATIONS


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CHECKED BY:PROJECT NUMBER: 34003.00


SHEET NUMBER:

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SHEET TITLE:


L a n d s c a p e A r c h i t e c t s

2927 Newbury StreetBerkeley, California 94703tel 510.548.4700 fax 510.548.0265www.dillinghamlandarch.com

Dillingham Associates

Date

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Signature

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EED D ILLINGHA M No. 14 31

09 / 30 / 2019

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TOWN OF COLMA

1198 EL CAMINO REALCOLMA, CA 94014

COLMA TOWN HALLCAMPUS -RENOVATIONS ANDADDITIONS

1BID PACKAGE 8-14-2017

L-104

LANDSCAPEIRRIGATION PLAN

C-3 .38

7 40

C-6 .38

3 40

C-2

.2

1.0

40

C-1

2

2.13

40

C-16

1.2

1.02

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C-12 1.02

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C-11 1.01

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C-9 .38

2 40

1"1"

1"

1"

1"

1"

1"

1"

C-4 2.15

1.1 401" C-5 2.13

.5 401"

ADJUST EXISTING IRRIGATION IN THIS AREATO MATCH NEW PLANTING. PROVIDE 100%HEAD TO HEAD COVERAGE

1/1 "2

1/1 "2

1/1 "21/1 "2

6" SL.

6" SL.

6" SL.

6" SL.

1/1 "2

1/1 "2

1/1 "2

1/1 "2

6" SL.

1/1 "2

1/1 "2 1/1 "2

6" SL.

1/1 "2

C-7

4

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40

C-8

1.1

1.02

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1"

1"

6" SL.

C-10 .38

8 401"

C-13 .38

9 401"

C-17

7

.38

40 1"

C-15

2

2.14

40 1"

C-14

3

2.15

40 1"

4" SL.

4" SL.

6" SL.

4" SL.

4" SL.

4" SL.

1" = 10' -0"JLJL

SEE C-4002" IRRIGATION LINEFROM EXISTING METER

(2) IRRIGATION CONTROLLERS -SERVICE WITH 120 VOLT A.C. ELECTRICAL.ELECTRICAL SERVICE TO THIS LOCATIONPROVIDED BY ELECTRICAL CONTRACTOR

6" SL.

4" SL.

1/1 "2

2"

6" SL.

6" SL.

6" SL.

6" SL.

6" SL.

1"

1/1 "2

STUB OUT 1" MAINLINE AND 5 WIRES(4 CONTROL/SPARE, 1 COMMON) FORFUTURE PLANTER IRRIGATION.

TUNNEL BORE BELOW EXISTINGEXTERIOR STAIR FOR IRRIGATION SLEEVE

C-5

.5

2.13

40

C-6

3

.38

40

1"

1"

AL-104

A2BID ADDENDUM 1 9-21-2017

SFPUC WATER PIPELINE NOTES

1. THE CITY AND COUNTY OF SAN FRANCISCO ACTINGBY AND THROUGH ITS PUBLIC UTILITIESCOMMISSION, WATER SUPPLY AND TREATMENTDIVISION ("SFPUC") OWNS AND OPERATES ONEWATER AQUEDUCT THAT CROSS THE PROJECTALIGNMENT. THE CONTRACTOR SHALL NOTIFYUNDERGROUND SERVICES ALERT (USA) 48 HOURSBEFORE ANY CONSTRUCTION IN THE VICINITY OFTHE SFPUC AQUEDUCTS. IN ADDITION, THECONTRACTOR SHALL NOTIFY THE SFPUCCONSTRUCTION INSPECTOR, MR. ALBERT HAO, AT(650) 871-3015, AT LEAST TEN (10) CALENDAR DAYSPRIOR TO THE START OF ON-SITE CONSTRUCTION INTHE VICINITY OF THE SFWD ROW. IN THE EVENT OFEMERGENCY INVOLVING SFPUC FACILITIES, THECONTRACTOR SHALL IMMEDIATELY NOTIFY SFPUCBY CALLING SFPUC MILLBRAE DISPATCH AT650-872-5900.

2. NO MECHANICAL EXCAVATION IS ALLOWED WITHIN24 INCHES OF SFPUC PIPELINES. DIGGING WITHIN 24INCHES OF PIPELINE MUST BE DONE WITH HANDTOOL. NO VIBRATORY COMPACTION EQUIPMENTSHALL BE USED WITHOUT PRIOR WRITTENAPPROVAL OF THE SFPUC.

3. CONTRACTOR SHALL OBTAIN CONSENT FROM THESFPUC TO POTHOLE SFPUC PIPELINE TO DETERMINETHE PIPE DEPTH PRIOR TO ANY EXCAVATION. THEPOTHOLING SHALL BE CARRIED OUT BY SOILVACUUM EXTRACTION METHOD

4. MAXIMUM EXTERNAL LOADING OVER SFPUCPIPELINE IS AASHTO H-10 LOADING WITH A MINIMUMOF 3 FEET SOIL COVER (OR H-20 LOADING WITH AMINIMUM OF 4 FEET SOIL COVER). IF LOADINGCONDITION EXCEEDS ABOVE, ENGINEERINGCALCULATIONS AS SHOWN IN AWWA, M9 MUST BESUBMITTED TO THE SFPUC TO SHOW THATPROPOSED CONDITION WOULD IMPOSE A LOAD OFLESS THAN 500 PSF ONTO THE PIPELINE.

WHWH

EB

ED

B3

A-300

C3

A-301

MECH /

STORAGE

013

UNISEX

011B

SECURE

FILE

STORAGE

008

MECH.

009

STAFF

KITCHEN &

BREAK

ROOM

007

UNISEX

011A

JAN.

012

STORAGE

006

B2

A-300

AD

DIT

ION

RE

NO

VA

TIO

N

(E) CONCRETE RETAINING WALL

SLOPE SLAB TO DRAIN at 2% MAX

B1

A-301

D2

A-301

CONDENSERS

STORAGE

014

D-014B

D-0

10D-014A

D-0

13

A2

A-300

A1

A-300

C5

A-221B4

B1

B2

B3

A-221 A2

A3

A4

A1

A-220E3

E2

C1

E1

A-220 C2

C3

B1

D6

F

E

D

C

1 2 3 5 7 8 9 10

BASEMENT

OFFICE

002

FILE

STORAGE

005

ELECTRICAL

004

IT/TEL

003

B1

A-300

MECH.

015

A-220D2 D1

A-220

D5

D4

C4

E2

A-221C7 B5

6

A-400

C1

A1

A-301

D-0

03

D-0

05B

D-0

04A

(E) MOP SINK

(E) SHELVING

D-009

SHOWER

010

FEC

FEC

A-411

D3

A-411

D2

FIRE

001-C

BASEMENT

LOBBY

001

D-0

04B

D-0

11B

D-0

11A

A-401

C3

C6

MECHANICAL

YARD

017

EXTERIOR

BASEMENT

018

A1

A-310

D-001

D-014C

EE

D-0

12

D-0

08

D-0

06

D-015

D-0

02

D-001C

HALLWAY

007-A

E1

A-220 D3

CLOSET

011C

D-0

11C

A2

A-310

DN

RA

MP

DN

1:12

UP

RA

MP

DN

1:1

2

UP

EA

EF

E1 E2 E3 E4 E5

EC

A-532

A5

A-532

A4

A-532

B5

A-532

B4

FIRE SPRINKLER RISER, SPD

A-550

D5

A-222A-221A-532

A5Sim

A-532

A4Sim

A-532

A4Sim

A-532

A4Sim

A-511

A1

A-512

A3 A-500

A3

4

1

1

013A

F2

A-101D5

D-0

05A

A-400A2

REFRIGERANT PIPING FROM MECH WELL WITH GSM COVER WHERE NOT BEHIND FURRED WALL. PROVIDE SLEEVES AT CONCRETE WALLS - SMD FOR CONTINUATION TO AREAS ABOVE

MACH RM

000-C

AC RM

000-E

ELEV.

000-A

D-000C

D-000E

STOR.

001-B

D-0

01B

A-400

C5

A-400

C4

A-101 D1

SED FOR CONDUIT RACEWAY CORES AT (E) CONC. WALL, X-RAY TO VERIFY

MACHINE ROOM IN ONE HOUR RATED CONSTRUCTION

60" DIAMETER WATER PIPE, EXACT LOCATION TO BE VIF

2

2

2

2

2

2

2

D-100

EXISTING PARTITION TO REMAIN

NEW PARTITION AS INDICATED

DOOR TAG - REFER TO OPENING SCHEDULE SHEET A-601

(E) EXISTING

FIRE EXTINGUISHER CABINET

FEC

ROOM NUMBER

014 A

PARTITION TYPE - REFER TO SHEET A-600

HEAD CONDITION - REFER TO SHEET A-600

STUD SIZE - REFER TO SHEET A-600

NEW PARTION AS INDICATED, 1-HR FIRE RATING, REFER TO WALL PARTITION SCHEDULE

EXISTING FLOOR FINISH

NEW FLOOR FINISH

ASSISTIVE LISTENING DEVICE IN ROOM(S) INDICATED ON PLAN, SEE INTERIOR SIGNAGE SHEET FOR SIGNAGE DETAILS, REFER TO SPECS FOR DEVICE.

1. PATCH & REPAIR ALL EXISTING PLASTER WALLS & CEILINGS.

2. 4" SEISMIC SEPARATION BETWEEN EXISTING AND NEW CONSTRUCTION, SSD.

3. AUTOMATIC SPRINKLER SYSTEM THROUGHOUT.

4. WHEN CORING THROUGH EXISTING CONCRETE WALLS, X-RAY TO VERIFY PATH LOCATIONS DO NOT IMPACT OR INTERSECT WITH EXISTING STRUCTURAL REBAR AND EMBEDS.

5. GC TO REMOVE ALL TEMPORARY; SUPPORTS, STEEL, RAILING, CABLES, ETC., VERIFY ALL TEMPORARY CONDITIONS ARE REMOVED AND ANY DAMAGED SURFACES ARE TO BE PATCHED/REPAIRED PER FINAL CONSTRUCTED CONDITIONS OF THE PROJECT.

EB

ED

F

E

D

C

1 2 3 5 7 8 9 106

MECH /

STORAGE

013

UNISEX

011B

SECURE

FILE

STORAGE

008

MECH.

009

STAFF

KITCHEN &

BREAK

ROOM

007

UNISEX

011A

JAN.

012

STORAGE

006

AD

DIT

ION

RE

NO

VA

TIO

N

CO

ND

EN

SE

R F

AR

M

STORAGE

014

10' -

3 1

/4"

5'-10"13' - 4 3/4"

10' -

2 3

/4"

BASEMENT

OFFICE

002

FILE

STORAGE

005

ELECTRICAL

004

IT/TEL

003

MECH.

015

018 A

018 A

016 A

016 A

026 A

018 A

142 A

016 A

016 A

118 A

022 B

022 B

022 B

SHOWER

010

01W6 A

01W6 A

01W6 A

01W6 A

04W4 A

52W6 A

52W6 A

52W6 A

01W6 A

52W6 A

01W6 A

01W6 A

01W6 A

01W6 A

01W6 A

01W6 A

52W4 A

52W4 A

52W4 A

FIRE

001-C

BASEMENT

LOBBY

001

87'-5 1/4"

13' -

4 3

/4"

5' - 4" 8' - 0"

8' -

2"

MIN

. CLE

AR

1' -

6"

5' - 1 1/2"

4" S

EIS

MIC

JO

INT

- C

ON

TIN

UO

US

14 1/2"

EE

14' - 4 3/4"

13' - 1"

14' - 4 3/4" 13' - 1" 13' - 1" 13' - 6" 6' - 6 1/2" 6' - 6 1/2" 8' - 4 3/4" 7' - 1 1/4" 4' - 9 1/2"

7' - 1 1/4" 4' - 9 1/2"

87' - 5 1/4"

15' -

2 3

/4"

4' -

0 1

/4"

9' - 1 1/2"

522 A

522 A

DN

RA

MP

DN

1:12

RA

MP

DN

1:1

2

6' - 1 3/4"

8' - 6"

7' -

5 1

/4"

1' -

5 5

/8"

AL

IGN

ALIGN

UP

UP

EA

EF

E1 E2 E3 E4 E5

EC

1' -

1 3

/4"

1' -

11

1/2"

14' -

11"

18' -

5"

12' -

7 1

/8"

4' -

0 7

/8"

15' -

2 3

/4"

14' -

1 1

/4"

3' -

10"

16' -

4"

1' -

11"

89' -

1"

1' -

1 3

/4"

9 3/

4"

73' - 3" 15' - 1 1/2"

17' - 3" 8' - 4 5/8" 19' - 3 3/4" 28' - 3 5/8"

FIRE SPRINKLER RISER, SPD

5 1/

8"

522 A

522 A

522 A

522 A

522 A

522 A

01W6 A

01W6 A

5' - 2 1/4"10 1/8"

4' -

2 1

/4"

52W4 A

52W4 A

52W4 A

01W6 A

022 A

522 A

522 A

116 A

522 A

522 A

24' -

5 1

/8"

2' -

7"

52W4 A

1W6 B

02W6 B

02W6 B

02W6 B

03W6 A

CLEAR

4'-4 7/8"

5'-1

1 1/

4"

CLE

AR

6'-6

" M

IN.

PR 4'-8"x6'-0" GATES

ACTIVE LEAF

RAISED CONC PAD

01W4 A

4

F2

116 A

116 A

116 A

3 1/

2"

6"

7"3'

-0"

5 1/

2"

1'-6

5/8

"

1'-1

0"

6'-3 11/16"

6'-0" 522 A

MACH RM

000-C 5'-9

"5

1/4"

5'-0

"

7'-4"

3'-5 3/4"AC RM

000-E

1'-6"

2'-0

" M

IN.

STOR.

001-B

5' -

5"

11' -

4 3

/8"

5'-1" 10" 1' - 2"

8"

1 5/

8"

7' -

1"

24' - 1 5/8"

5' - 0 3/8"

AS-SK-26A

1

3' -

0"

3' -

0 1

/2"

2'-9

1/2

"

2'-2 3/4"

2'-1

0"

4'-2 1/8"

5'-1

0"

114 A

114 A

114 A 02

4 A

126 A

522 A

522 A

532 A

024 B

024 B

024 A

024 B

57"

60" DIAMETER WATER PIPE, EXACT LOCATION TO BE VIF

2

AREA SUMMARY (NET, INCLUDES CIRCULATION, STORAGE, MEP)AREA RENOVATION = 3,030 SFAREA NEW CONSTRUCTION = 2,863 SFAREA TOTAL (NET LEVEL 0) = 5,893 SF

AREA SUMMARY - LEVEL 0

1. ASSUME 4" SEISMIC SEPARATION BETWEEN EXISTING & NEW CONSTRUCTION2. AUTOMATIC SPRINKLER SYSTEM THROUGHOUT

NOTES

SEE A-610 FOR FINISHES.

FINISHES LEVEL 0

F

W12x26 LOCATED IN CONC. WALL, SSD FOR REFERENCE, VERIFY LOCATION IN FIELD

W12x50 LOCATED IN CONC. WALL, SSD FOR REFERENCE, VERIFY LOCATION IN FIELD

1-HR RATED CEILING ASSEMBLY, FILL ALL OPEN FLUTES WITH MINERAL WOOL FOR ALL WALLS IN MACH RM 000-C, REFER TO SHEET A-110 FOR RCP NOT TO EXCEED 6" DIA. OPENING, TYP.

SMD FOR CONDUIT SIZE

COORDINATE ALL PENETRATIONS THROUGH CONCRETE WALL WITH MECHANICAL, ELECTRICAL, PLUMBING, AND STRUCTURAL.

to B

.O. S

TE

EL

BE

AM

IN C

ON

C. W

ALL

1'-0

" M

IN. C

LEA

R

1'-0

"

TY

P. S

PA

CIN

G, L

OC

AT

ED

CE

NT

ER

ED

BT

WN

. RE

BA

R, S

SD

1'-0

"1'

-0"

ELEV. MACHINE EQUIPMENT PER ELEVATOR MANUFACTURER, REFER TO SPEC

CONCRETE WALL1 1/2" FROM FACE OF

MACH RM

000-C

AC RM

000-E

ADDITION BASEMENTFF

+194.38'

E D

11 1/2" CONC CURB 6" HIGH

GENSET, IRRIGATION CONTROLLER, EV CHARGES, PARKING LOT LIGHTING, ETC VERIFY LOCATION AND SPACING

SECONDARY SERVICE ELECTRICAL CONDUITS: SED FOR SIZE AND NUMBER REQUIRED

SCU 1 REF S&R PIPE

WALL REBAR, VIF

6' -

0"

VIF

SCU 1 REFRIGERANT LINES TO IT ROOM

CONC WALL

8" MTL STUD WALL

TOP OF FOOTING

SCU 2 REF S&R PIPE

VRF 1 REF S&R PIPE

NOTE: VERIFY IF DATA -COMM

REQUIRES ADDITIONAL CORES

AT OR NEAR LINE 2-F

GC TO VERIFY LAYOUT OF CORES/CONDUITS WITH PG&E AND SWITCH GEAR REQUIREMENTS; VERIFY TOTAL NUMBER OF PENETRATIONS REQUIRED; COORDINATE ALL UTILITY LOCATIONS ALONG WALL PRIOR TO CORING OPERATIONS

PROVIDE REMOVEABLE BRAKE SHAPE METAL COVERS OVER REFRIGERANT PIPE, TYP FROM MECHANICAL YARD TO ELECTRICAL ROOM WALL - SUBMIT SHOP DRAWINGS FOR APPORVAL

FURRING WALL OVER REFRIGERANT PIPING, TYP, SEE PLAN

CONDUIT FOR FUTURE PG&E TELEMETRY USE, VERIFY START AND END LOCATIONS, SED

ECM, SED

PROJECT NUMBER:

SHEET

NUMBER:

SCALE:

SHEET TITLE:

5856 Doyle Street

Emeryville, CA 94608

Tel 510 899 6400

www.ratcliffarch.com

As indicated

9/2

0/2

017 5

:20:2

1 P

M

A-101

LEVEL 0 - FLOOR PLAN& DIMENSION PLAN

34003.10

9/2

1/2

017

CO

NS

TR

UC

TIO

N D

OC

UM

EN

T -

IN

FIL

L &

SIT

E P

AC

KA

GE

- B

ID S

ET

- A

DD

EN

DU

M 1

TOWN OF COLMA



1/8" = 1'-0"A3

LEVEL 0 - FLOOR PLAN

LEGEND

GENERAL NOTES

1/8" = 1'-0"A1

LEVEL 0 - DIMENSION FLOOR PLAN

PROJECT NORTH

TRUE NORTH

KEY NOTES

NOT USED1

1/4" = 1'-0"D5

000-A - MECH SOUTH INTERIOR ELEVATION


BID PACKAGE 1 8-14-2017

BID ADDENDUM 1 2 9-21-2017

2PLASTER EXPOSED CONCRETE FOUNDATIONS OF (E) 1941 BUILDING AS OCCUR IN THE MECHANICAL WELL AREA (ALSO REFERED TO AS EXTERIOR BASEMENT RM 018), VIF FOR EXTENTS. PLASTER FINISH AND COLOR TO MATCH (E) 1941 BUILDING.

3/8" = 1'-0"D1

004-ELECRM-EAST

2

LEVEL 0 FF+195.38'

ADDITION BASEMENTFF

+194.38'

C EE

ADDITION OFFICELEVEL FF

+202.63'BASEMENT

LOBBY

001

OPEN

EF DOOR ACCESS CARD READER, SAVD

SEISMIC JOINT COVER

WALL BASE PER FINISH SCHEDULE

PAINTED GYP. WALL, REFER TO FINISH PLAN

LEVEL 0 FF+195.38'

ADDITION BASEMENTFF

+194.38'

CEE


+202.63'BASEMENT

LOBBY

001

STAFF

KITCHEN &

BREAK

ROOM

007

OPENOPEN

B2

A-542

SEISMIC JOINT COVER

DATA OUTLET, SAVD

LEVEL 0 FF+195.38'

2 3A1

A-401

A2

A-310

ALIGNADDITION OFFICE

LEVEL FF+202.63'

STAFF

KITCHEN &

BREAK

ROOM

007

HANDRAIL ATTACHED TO WALL, ANNODIZED ALUMINUM

HANDRAIL WITH GUARDRAIL, ANNODIZED ALUMINUM SUPPORTED FROM FLOOR

BASEMENT

LOBBY

001

B1

A-542E2 E3 E4

(E) DOOR TO REMAIN, PROTECT

LIGHT FIX., SED

OPEN

DATA OUTLET, SAVD

RB2 RB2 RB2RB2

4

4 1/8"

OPENING IN CONC. WALL

6'-5 1/2"1'-7"

OP

EN

ING

IN C

ON

C. W

ALL

6'-6

"9

1/2"

OPENING IN CONC. WALL

7'-1" 8"

OP

EN

ING

IN C

ON

C. W

ALL

7'-3

1/2

"

GLAZING PANEL

2

LEVEL 0 FF+195.38'

EBED


+202.63'

HALLWAY

007-A

STAFF

KITCHEN &

BREAK

ROOM

007OPENOPEN

BASEMENT

LOBBY

001

EC

RB2RB2 RB2



SA

VD

FO

R M

OU

NT

ING

HE

IGH

T

EQ EQ

B4

A-531

SAVD FOR FLATSCREEN EQUIPMENT SCHEDULE

LEVEL 0 FF+195.38'

23

FRIDGE


+202.63'

STAFF

KITCHEN &

BREAK

ROOM

007OPEN

REFER TO DIMENSION PLAN

ANGLED WALL BEYOND,

E2E3E4

LIGHT FIXT., SED

RB2

PAINTED GYP WALL, REFER TO FINISH PLAN

(E) WALL, REPAIR GYP.(N) WALL, GYP. FINISH(E) WALL, REPAIR GYP.


RB2

DOOR ACCESS CARD READER, SAVD

DATA OUTLET, SAVD

NOTE: ALL APPLIANCES ARE OFCI

LEVEL 0 FF+195.38'

ED

DISHWASHEROVEN

MICROWAVE & HOOD

RANGE

REFRIGERATOR

A-570

C1

EXTENT OF BACKSPLASH

B5

A-570

SIM

18" 24" 36" 36" 24" 30" 29"FILLER STRIP

FILLER STRIP

16" 30"

FURRED WALL OVER (E) CONC. WALL

EXHAUST DUCT BEYOND

LINE OF SOFFIT, REFER TO A-111 FOR RCP

DISPOSAL


+202.63'STAFF

KITCHEN &

BREAK

ROOM

007

A2

A-542

FLLER PANEL

NOTE: ALL APPLIANCES ARE OFCI

LEVEL 0 FF+195.38'

3


+202.63'

HALLWAY

007-AOPEN

(N) WALL

4'-2"

(E) WALL

3'-4" /A1 A-101REFER TO

FOR ADDITIONAL INFORMATION

2'-5"

REFER TO DIMENSION PLAN

ANGLED WALL BEYOND,

STAFF

KITCHEN

007

E3 E4

RB2


LEVEL 0 FF+195.38'

EB

HALLWAY

007-A


RB2

LEVEL 0 FF+195.38'

3


+202.63'

HALLWAY

007-A

E3PAINTED GYP. WALL, REFER TO FINISH PLAN

RB2

LEVEL 0 FF+195.38'

5 76

STORAGE

014

RB2DATA OUTLET, SAVD


(N) WALL, GYP. FINISH (E) WALL

LEVEL 0 FF+195.38'

EBEDC EE


+202.63'

STORAGE

014

EF EC

RB2RB2

PAINTED GYP. WALL, REFER TO FINISH PLAN PAINTED GYP. WALL, REFER TO FINISH PLAN(N) WINDOW TO MATCH (E) OPENING, AND (N)

TRIM PAINTED PER FINISH SCHEDULE

WRAPPED COLUMN WITH GYP. FINISH, SEE SHEET A-101

WRAPPED COLUMN WITH GYP. FINISH, SEE SHEET A-101

LEVEL 0 FF+195.38'

57 6


+202.63'

STORAGE

014

RB2


LEVEL 0 FF+195.38'

EB ED EE


+202.63'

STORAGE

014

EC

RB2RB2


RB2 RB2

DATA OUTLET, SAVD

LEVEL 0 FF+195.38'

MECH /

STORAGE

013

RB2

(N) LOUVER, REFER TO OPENING SCHEDULE


A4

A-520

A5

A-520

LEVEL 1 FF+204.63'

Clerestory Glazing Head+15.25'

ENTRY

FOYER

100

TL-11

(E) CEILING MOULDING TO REMAIN

NO NEW PAINT ABOVE (E) CEILING MOULDING WITHOUT OWNER REP APPROVAL

(E) RECESSED WALL

(E) ARCHITECTURAL FEATURE TO REMAIN

(N) COVE LUMINARE MOUNTED IN NARROW COVE ON TOP OF WALL FOR ENTIRE PERIMETER OF FOYER, SED

ENTRY

FOYER

100

TL-11

(E) FIXTURE, SED



(E) RECESSED WALL


(E) HALF-CIRCLE RECESS WITH DOMED TOP ARCHITECTURAL FEATURE TO REMAIN


LEVEL 1 FF+204.63'


ENTRY

FOYER

100

OPEN

TL-11

(E) FIXTURE, SED





LEVEL 1 FF+204.63'


ENTRY

FOYER

100



(E) WINDOW, REPAIR AND REPAINT TRIM TO MATCH (E)

(E) FIXTURE, SED


(E) RECESSED WALL

TL-11


LEVEL 1 FF+204.63'


ENTRY

FOYER

100

(E) HALF-CIRCLE RECESS WITH DOMED TOP ARCHITECTURAL FEATURE TO REMAIN



(E) FIXTURE, SED


(E) RECESSED WALL

(E) HALF-HEIGHT WALL AND SILL WITHIN RECESSED HALF-CIRCLE DOMED WALL TO REMAIN

TL-11


(N) DOOR OPERATOR DEVICE

ENTRY

FOYER

100



(E) FIXTURE, SED


(E) RECESSED WALL

TL-11

(N) DOOR OPERATOR, SAVD

DOOR POSITION SWITCH, SAVD


LEVEL 1 FF+204.63'

HALLWAY

105

SECURITY CAMERA AND DATA OUTLET, SAVD

TL-13

GLAZING SIGNAGE BOARD, GRAPHICS AND SIGNAGE ARE OFOI


LEVEL 1 FF+204.63'

EDC

A3

A-541

DISPLAY CABINETEE

HALLWAY

105

B2

A-542

EC

OPEN

HALLWAY

105

SEISMIC JOINT COVER


SECURITY CAMERA, SAVD

DOOR ACCESS CARD READER, SAVD

DATA OUTLET, SAVD

TL-13

LEVEL 1 FF+204.63'

OPEN

HALLWAY

105

(E) ARCHED OPENING



TL-10

LEVEL 1 FF+204.63'

ED CA3

A-541

EE

HALLWAY

105

EC

GRAPHICS AT INTERLAYER OF LAM GLASS - SUPPLIED BY OWNER

4" SEISMIC JOINT

A5

A-550

A5

A-550


(N) CEILING MOULDING

TL-13 WB-1

ANGLED WALL, SEE FLOOR PLAN

3'-0

1/2

"

5 1/2" 4'-0" 1'-0" 4'-0" 1'-0" 4'-0" 5 1/2"

5 1/

2"7"

4'-7

"1'

-2"

5" V

IF

3

(E) DOOR & FRAME

GLASS DISPLAY WALL (N0T SHOWN FOR CLARITY, ANGLED IN VIEW REFER TO )

(N) CLG MOULD

TL-13

(N) WALL BASE

(E) VAULT DOOR (PROTECT)

HALLWAY

105

E3 E4

OPEN

/B2 A-220

HALLWAY

105

TL-11

(E) DOOR & FRAME

(N) CLG MOULD

(E) WALL BASE

HALLWAY

105

NEW GYP. BD. SOFFITAT DOOR OPERATOR DEVICE

LEVEL 1 FF+204.63'

A3

A-541

(E) CLNG MOULD

PERPENDICULAR TO VIEW(N) CLNG MOULD

VERIFY LENGTH IN FIELD

(N) CLG MOULD

(E) WALL BASE

VERIFY LENGTH IN FIELD

(N) WALL BASE

HALLWAY

105

E3E4

NEW GYP. BD.SOFFIT AT DOOR OPERATOR DEVICE

(E) WALL BASE

(E) CLG MOULD TO BE REFINISHED

PROJECT NUMBER:

SHEET

NUMBER:

SCALE:

SHEET TITLE:

5856 Doyle Street


Tel 510 899 6400


1/4" = 1'-0"

9/1

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A-220

INTERIOR ELEVATIONS- EXISTING BUILDING

34003.10

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1/4" = 1'-0"D1

BASEMENT LOBBY 001 - NORTH ELEVATION

1/4" = 1'-0"D2

BASEMENT LOBBY 001 - SOUTH ELEVATION

1/4" = 1'-0"E2

STAFF KITCHEN & BREAK 007 - WEST ELEVATION

1/4" = 1'-0"C1

STAFF KITCHEN 007 - NORTH ELEVATION

1/4" = 1'-0"E1

STAFF KITCHEN & BREAK 007 - EAST ELEVATION 1/4" = 1'-0"

E3STAFF KITCHEN & BREAK 007 - SOUTH ELEVATION

1/4" = 1'-0"C4

HALLWAY 007A - WEST ELEVATION

1/4" = 1'-0"D4

HALLWAY 007A - NORTH ELEVATION 1/4" = 1'-0"

D5HALLWAY 007A - EAST ELEVATION

1/4" = 1'-0"D6

HALLWAY 007A - WEST ELEVATION

1/4" = 1'-0"C2

STORAGE 014 - NORTH ELEVATION

1/4" = 1'-0"C3

STORAGE 014 - EAST ELEVATION

1/4" = 1'-0"B1

STORAGE 014 - SOUTH ELEVATION

1/4" = 1'-0"D3

MECH / STORAGE 013 - NORTH ELEVATION

1/4" = 1'-0"A1

ENTRY FOYER 100 - SW ELEVATION 1/4" = 1'-0"

A2ENTRY FOYER 100 - WEST ELEVATION

1/4" = 1'-0"A3

ENTRY FOYER 100 - NW ELEVATION 1/4" = 1'-0"

A4ENTRY FOYER 100 - NORTH ELEVATION

1/4" = 1'-0"A5

ENTRY FOYER 100 - NE ELEVATION 1/4" = 1'-0"

A6ENTRY FOYER 100 - EAST ELEVATION

1/4" = 1'-0"B2

HALLWAY 105 - NORTHWEST ELEVATION 1/4" = 1'-0"

B3HALLWAY 105 - NORTH ELEVATION

1/4" = 1'-0"B4

HALLWAY 105 - SE ELEVATION 1/4" = 1'-0"

B5HALLWAY 105 - SOUTH ELEVATION

1/4" = 1'-0"A7

HALLWAY 105 - WEST ELEVATION 1/4" = 1'-0"

A8HALLWAY 105 - NORTH ELEVATION

1/4" = 1'-0"A9

HALLWAY 105 - EAST ELEVATION

GENERAL NOTES1. REFER TO SHEET A-101 AND SHEET A-102 FOR

EXTENT OF NEW AND EXISTING WALLS.2. ALL (E) WALLS ARE TO BE PATCHED AND REPAIRED

WHERE DAMAGED OR WHERE ADJOINING (N) WALLS, OR AT LOCATIONS WHERE (N) WINDOWS, (N) DOORS, AND (N) PENETRATIONS OCCUR.

3. ALL (E) WALLS ARE TO BE PAINTED PER FINISH SCHEUDLE U.O.N.

4. THE CEILING OF ROOM 101 ENTRY FOYER HAS AN (E) MURAL PAINTED ON IT, AND IS TO BE PROTECTED FROM DAMAGE. ANY DAMAGE CAUSED REQUIRING TOUCHUP OF PAINT OR PATCHING OF PLASTER IS TO BE BROUGHT TO THE ATTENTION OF THE OWNER REP PRIOR TO PROCEEDING.

5. REFER TO SHEET A-410 FOR TYPICAL MOUNTING HEIGHTS U.O.N.

6. ALL EXISTING OBJECTS CALLED OUT TO REMAIN, OR TO BE REPAIRED OR REBUILT ARE TO BE VERIFIED IN FIELD. THE ARCHITECTURAL DWGS ARE GRAPHICAL REPRESENTATIONS AND DO NOT REFLECT THE ACTUAL DIMENSIONS OR EXISTING CONDITIONS.

7. VERIFY LOCATION OF ALL OUTLETS, SWITCHES, POWER SOURCES WITH ARCHITECT IN FIELD PRIOR TO RUNNING WIRES/CABLES/CONDUIT/ETC.

8. KITCHEN APPLIANCES ARE OFCI UNLESS OTHERWISE NOTED, SEE SPECS.




LEVEL 1 FF+204.63'

LEVEL 0 FF+195.38'

ADDITION BASEMENTFF

+194.38'

1


+202.63'

ALUMINUM FRAME WINDOW, SOLARBAN 70XL (OR EQUAL) DUAL GLAZED GLAZING UNITS WITH BRONZE ANODIZED SPACERS

STONE SILL OVER PLASTER ASSEMBLY

412

TW 215.04

TI 213.21

STUFF OPEN DECK FLUTES WITH 6" MIN MINERAL WOOL INSULATION

PLASTER SOFFIT

OFFICE

ROOFING ASSEMBLY

1 1/2" POLYISO RIGID INSUL, R=18 (2" R=13)

1/4" GYP ISOLATION SHTG

STONE PARAPET CAP

1 1/2" METAL DECK

8 1/4" FIBERGLAS BATTS, R=30

6" FIBERGLAS BATTS, R=19

SUSPENDED CEILING

ROOF DRAIN COLLECTOR, SPD

PLASTER FINISH OVER CONC WALL, TYP AT EXPOSED FOUNDATION WALLS

SS COUNTERFLASHING AT TRANSITION FROM PLASTER TO WP MEMBRANE

FINISH GRADE AT SOUTH WALL, 201.50, SEE CIVIL DRAWINGS

STORM RUNOFF RETENTION ASSEMBLY AS OCCURS, SCD

BELOW GRADE WALL MEMBRANE ASSEMBLY

CONT PERIMETER DRAIN, SEE CIVIL DRAWINGS

BACKFILL ASSEMBLY AT BELOW GRADE WALL, SEE CIVIL DRAWINGS

CONCRETE SLAB, SSD

CONT CONCRETE FOOTING, SSD

5/8" GYP BD, PAINTED, TYP

WOOD BASE, TYP.

A-501

A2SIM.

A-501

C2

A-310

C1

LEVEL 1 FF+204.63'

8


+202.63'

TYPICAL METAL STUD EXT WALL:250S162-43 OUTER STUDS AND 600S162-43 INNER STUDS AT 16"OC WITH 250S162-43 STUD TO STUD BRACING AT 41"+/-OC, (3) EQUALLY SPACED EA STUD PAIR. (2) #10 SCREWS EA CONNECTION. PLASTER FINISH ASSEMBLY OVER WP MEMBRANE, OVER 5/8" GYP EXT SHTG, OVER 1 1/2" RIGID INSUL WITH 18ga Z CHANNELS AT STUDS, OVER 5/8" GYP SHTG. 5/8" GYP BD TYP INT FINISH.

R-19 FBRGLS BATT INSUL, TYP AT 6" WALL

TYPICAL STONE PARAPET CAP

250S162-43 STUDS AT 16"OC WITH 3/4" PLYWD SHTG, TYP AT ROOF SIDE WALL AND AT HORIZ TOP FRAMING

ROOFING OVER PROTECTION BRD OVER 1 1/2" RIGID INSUL, SEE ROOF PLAN FOR SLOPES

5" SLAB ON GRADE

FINISH CEILING AS OCCURS, SEE RCP

STRUC STEEL, SSD

250S162-43 STUD TO STUD BRACING, TYP

EQ

EQ

EQ

A-310

C1SIM.

LEVEL 1 FF+204.63'

LEVEL 0 FF+195.38'

ADDITION BASEMENTFF

+194.38'

A-560

C4

A-560

A3

A1

A-401


+202.63'

A5

A-542

7'-3

1/2

"

A-503

C1

PRECAST PARAPET CAP BEYOND

PLASTER WALL FINISH WITH EXTRUDED ALUM J MOLD AT TRANSITIONS, TYP UON

ALUM WALL COVER/FLASHING

DECORATIVE OPERABLE METAL GRILLS AND SUPPORT STRUCTURE

ALUM CURTAIN WALL AND SLOPED GLAZING

GUARD RAIL AND HANDRAIL

HANDRAIL

AS-SK-31A

1

(E) HSS 4x4 COLUMNS, TYP OF (4)

(N) HSS 4x4 BEAM WELD TO HSS 4x4 COLUMNS

D1

A-521

LEVEL 1 FF+204.63'

5


+202.63'

STOREFRONT GLAZING

THICKENED CONC. SLAB

PEDESTAL PAVER SYSTEM

2 1/2" CONC. OVER 3" METAL DECK, SSD

A6

A-542

AS-121

D1

A-503

D3

WOOD TRELLIS AND CORTEN PLANTERS, SEE AS-112

HSS COL, SSD

ACCESSIBLITY BOLLARD BEYOND

LEVEL 1 FF+204.63'

LEVEL 0 FF+195.38'

ADDITION BASEMENTFF

+194.38'

C

A-512

C3

EE

A-510

C2

LOBBY

108

KITCHENETTE

106

STAFFKITCHEN &

BREAKROOM

007

BASEMENTLOBBY

001

(E) ROOF FRAMING

(N) 1:12 ROOF FRAMING, SEE ROOF PLAN

(E) BUILDING

(N) ADDITION

(E) CONCRETE RAMP WITH (N)1 1/2" SS HANDRAILS EA SIDE

(E) CONC SLAB(E) CONC SLAB, PART OF OVER-EX PACKAGE WORK

(N) DOUBLE WALL FRAMING, 2x6 AT OUTER WALL, 2x4 AT INNER WALL

(E) FLOOR FRAMING, SSD FOR MODIFICATIONS

(N) 5/8" GYP BD FINISH, TYP

9"

(N) 600S137-43 METAL STUD WALL, STUDS AT 16"OC

(N) 250S137-43 METAL STUD WALL, STUDS AT 16"OC WITH 18ga ANGLE OR STUD CLIP TO WF BEAM AT EACH STUD. SLIP TRACK AT HEAD CONNECTION TO METAL DECK, PAINTED 5/8" GYP BD FINISH

(E) BRACE FRAME, SSD

(N) SEISMIC JOINT COVER TYPE 1

C

A-510

C1

A-512

C1

EE

STAFFKITCHEN &

BREAKROOM

007

LOBBY

108

HALLWAY

105

A-512

A1

(E) GABLE END WALL WITH (N) PLASTER FINISH, WP MEMBRANES, AND FLASHINGS

(E) TILE ROOF, PROVIDE WALL MEMBRANE TIE IN TO (E) ROOF MEMBRANE(S)

EXPANSION JOINT COVER

600S162-43 MTL STUD PARAPET WALL WITH HSS 3x3x1/4 STIFFENERS WELDED TO BRAKE SHAPE DECK EDGE AT 6'OC

OP

EN

ING

IN C

ON

C. W

ALL

6'-6

"

from

FIN

ISH

to F

INIS

H

5'-6

" C

LEA

R

2

1

STUFF VOIDS IN DECKING WITH FBRGLS BATT INSUL, TYP

SLOTTED TRACK

GYP BD FULL HEIGHT, DO NOT ATTACH TO TRACK

600S162-43 STUDS AT 16"OC, SEE PLAN

(2) #10 SCREWS TO EA STUD AND TO WF BEAM

6" MTL STUDS, SEE PLAN

250S162-43 LAPPED BLOCKS AT 41"+/- OC VERTICALLY (3 EA STUD PAIR) WITH (2) #10 SCREWS TO EA STUD AND TO WF BEAM AT TOP BLOCK

WF BEAM, SSD

1 1/2" MTL DECKING, SSD

TAPERED RIGID INSUL, SEE ROOF PLAN FOR SLOPES

250S162-43 STUDS AND JOISTS WITH 250T150-43 TRACKS

ROOFING ASSEMBLY

SHAPED PRECAST PARAPET CAP WITH SS U CHANNELS SET INTO SLOTS AT EA END OF EA PIECE, SCREW INTO PAPAPET WITH (2) #10 SS SCREWS SET IN SEALANT INTO 3/4" PLYWD SHEATHING UNDER CAP, GROUT JOINTS IN PRECAST

TYP EXT PLASTER WALL ASSEMBLY

AB WITH WRB OVER, TYP

CEMENT PLASTER FINISH

ALL MEMBRANE LAPS TO BE 3" MIN

3/4" PLYWD

REGLET AND COUNTER FLASHING ASSEMBLY

HI HEAT SASM LAYER 1

SAFM #1, 9"

2"x2"x20ga CONT SS FLASHING

SEALANT WITH BOND BREAKER TAPE

1" NOMINAL MORTAR BED WITH 18ga WIRE LATH

SASM 1

EXTRUDED ALUM J MOLD WITH PERFORATED VERTICAL LEG, TYP AT TOP OF WALL

BOND BREAKER TAPE AND SEALANT

2"x2"x20ga CONT BETWEEN SASM #1 AND SASM #2

SASM 2

10'- 10 1/4" +/-ABOVE LEVEL 1

HIP BEYOND, SEE ROOF PLAN

8 1/

16"

to C

L

3"3"

3"

TOS= 9' - 3" ABOVE LEVEL 1

10"

TStl CONF RM HSS+215.92'

NOTE: ALL SASM AND SAFM MEMBRANES TO BE HIGH HEAT TYPE, TYPICAL

SAFM #2, 9"

SASM #2

PROJECT NUMBER:

SHEET NUMBER:

SCALE:

SHEET TITLE:

5856 Doyle Street


Tel 510 899 6400


As indicated

9/1

9/2

017 7

:27:2

4 P

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A-310

WALL SECTIONS -ADDITION - EXTERIOR

34003.10

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1/2" = 1'-0"C5

Typical Wall Section at Office Window Level 1

1/2" = 1'-0"C4

Typical Addition Exterior Wall @ Plaza

1/2" = 1'-0"A3

NS AD-2 - Section @ South Decorative Metal Shade Screen

1/2" = 1'-0"C3

Typical Wall Section @ Plaza Storefront

1/2" = 1'-0"A1

SECTION BETWEEN (E) & (N) BLDGS 1/2" = 1'-0"

A2SECTION BETWEEN EXISTING & NEW BUILDINGS

3" = 1'-0"C1

ROOF DETAIL - TYPICAL PARAPET




A-411 B1

C1

B3

B2

K

76

57 SF

STAFF

TOILET

124

6"

(36"

MIN

)

42"

(12" MAX)

10" 48"

(54" MIN)

58" MIN

24" MIN

2' - 6" CLR

6" MIN

GB48

GB42

TPD

A 30"x48" CLEAR SPACE PROVDIED BEYOND THE ARC OF THE DOOR SWING.

DOOR CAN SWING INTO 60" TURN-AROUND CIRCLE 12" MAX

DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE

WC2

E4

A-611

1'-5

1/2

"

FACE OF FINISH

5'-0

"2'

-5 3

/16"

WALL MOUNTED SIGNAGE, SEE B2/A602

DOOR MOUNTED SIGNAGE, SEE A1/A602

FE WITH FEC AS OCCURS

FACE OF FINISH

EB

A-411 C3

C4

C2

C5

2' - 6" CLR

GB42

TPD

A 30"x48" CLEAR SPACE PROVDIED BEYOND THE ARC OF THE DOOR SWING,.

DOOR CAN SWING INTO 60" TURN-AROUND CIRCLE 12" MAX

DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVREING SPACE

56"x60" CLEAR FLR SPACE

56" MIN

48" MIN

(24" MIN)

25"

(12" MAX)

8 1/2"

(42" MIN)

48"

(54" MIN)

56 1/2"

8"

(60"

MIN

)

60"

6"

(36"

MIN

)

42"

(18"

MIN

)

18"

10" MIN

E4

UNISEX

011B

PROVIDE SND IN BOTHUNISEX RESTROOMSGB481'

- 5

1/2

"

A-411 B6

B5

B4

A1

A-411 A3

A2

A5

A42' - 6" CLR

2' -

6" C

LR

A-410

A1A-410

A1

A-410

B2

01W6 A

01W6 A

01W6 A

01W6 A

24" MIN

ALI

GN

B1

A-570

FACE OF FINISH17"

B4

A-542

E3 E4

WOMEN'S

TOILET

102MEN'S

TOILET

103

6"

A3

A-570

A3

A-570

TPDSND

SND TPD TPDGB-48

GB-42 GB-42

GB-48

FOR GRAB BAR DIMS.

FOR GRAB BAR DIMS.

FOR MIN. STALL DIMS.

01W4 A

01W4 A

04W4 A

03W6 A

52W4 A

52W4 A52W

4 A

CUSTODIAL

CLOSET

102-A

1' -

5 1

/2"

1' -

5 1

/2"

EQ

EQ

2'-0

"

1'-7

"

5' -

0 1

/2"

5'-0

1/2

"

2'-0

".

FACE OF FINISH

FACE OF FINISH

1'-4"

EQ

EQ

EQ EQ

48" x 60" MANEUVERING SPACE

4'-0"

56" x 60" CLR FLR SPACE

4'-8"

5'-0"

3'-7"

48"x60" MANEUVERING SPACE

4'-0"

56"x60" CLEAR

4' - 8"

4'-1

1 1/

8"

TPD

GB-48GB-42

TL-0A

A,A,A,A,A

ROW 1, TYP

A,B,A,A,B,A

ROW 2, TYP.

C,B,B,A,A

ROW 3, TYP.

C,C,B,B,C,B,A

ROW 4, TYP.

C,C,C,C,B

ROW 5, TYP.

1'-0

"

2

TL-5

2

CH

CH

TL-0A1'-0

"

PTD-WR, WHERE OCCURS, VARIES IN EACH TOILET ROOM

MATCH TILE LAYOUT SO JOINTS ALIGN TO FLOOR TILE MODULE, TYP.

3'-4 1/2"

TL-0A

1'-0

"

OPERABLE PART TO FACE AWAY FROM CORNER; COORDINATE FLUSH VALVE LOCATION W/ GRAB BAR, TYP.

M-1

SCD


GB-42SD

GB-48

2' - 5"

3' -

5"

1'-6".

TL-0A

ROW 1, TYP.

ROW 2, TYP.

ROW 3, TYP.

ROW 4, TYP.

ROW 5, TYP.

1'-0

"

TL-5

2

NOTE:

REFER TO DETAIL C1/- FOR TILE PATTERN @ EACH ROW

2

CH

CH7'-0

"

ROW 1, TYP

ROW 2, TYP

ROW 3, TYP

ROW 4, TYP

ROW 5, TYP

NOTE:


TL-1A TL-1A

2

TL-5

1' -

0"

TL-1ATPD


GB-48 GB-42

WC-2

SND7'

-0"

ROW 1, TYP

ROW 2, TYP

ROW 3, TYP

ROW 4, TYP

ROW 5, TYP

NOTE:


TL-1A

2

TL-5

OPERABLE PART TO FACE AWAY FROM CORNER; COORDINATE FLUSH VALVE LOCATION W/ GRAB BAR

PTD-WR

SCDWC-2

GB-48 GB-42SD

M1

2' - 5"

3' -

5"

ROW 1, TYP

ROW 2, TYP

ROW 3, TYP

ROW 4, TYP

ROW 5, TYP

NOTE:


TL-1A TL-1A

2

TL-5

A-411 C6

C7

D1

30"

MIN

36"x60" MIN CLEARANCE

60" MIN

PREFABRICATED UNIT SHOWER PER

SPECIFICATIONS

MAX

6"

MA

X

6"

SE

AT

E3

SHOWER

010


SPECIFICATIONS


SPECIFICATIONS

27" MAX

19" MIN

FOLDING SHOWER SEAT -MOUNT CLR OF GRAB BAR

CONTROL AREA

E3


SPECIFICATIONS

E3

SD

A3

A-570

2

ALIGN, TYPICAL

SCD

GB-42

WC-2WC-1

GB48

2

E3

PTD-WRSD

WC-1

2

EV

EN

TIL

E M

OD

ULE

, AP

PR

OX

. 48"

, TY

P.

NEXT EVEN TILE MODULE WIDER THAN MIRROR

M-1

CL COUNTER AND MIRROR

1'-0" 6 5/8"

3' -

5"

5' - 5"

2

43"

E4

PTD-WR

2

EV

EN

TIL

E M

OD

ULE

, AP

PR

OX

. 48"

, TY

P.

ALI

GN

TO

DO

OR

FR

AM

E

MIN 6x TILE MODULE, ALIGN WITH EDGE OF COUNTER


M-1

CL COUNTER AND MIRROR

3' -

3"

1' - 11 5/8" 2' - 0 3/8"

ALIGN, TYPICAL

SD

3' - 5"

3' -

5"

E4

A3

A-570

2

EBALIGN TILE, FRAME, PARTITION, TYP.

SCD

GB-42

WC-2 U-2

2

CHECKED BY:PROJECT NUMBER:

SHEET NUMBER:

DRAWN BY:SCALE:

SHEET TITLE:

5856 Doyle Street


Tel 510 899 6400


1/2" = 1'-0"

9/2

0/2

017 7

:44:0

5 P

M

A-411

ENLARGEDRESTROOM PLANS &ELEVATIONS

Checker34003.10

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1/2

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1/2" = 1'-0"E1

ENLARGED PLAN - STAFF 125 (STAFF 124 SIM.REV.)

1/2" = 1'-0"D3

ENLARGED PLAN - T/R - LEVEL 0 - UNISEX 011B (011A SIM. REV.)

1/2" = 1'-0"D4

ENLARGED PLAN - WOMEN'S 102 AND MEN'S 103

1/2" = 1'-0"C1

STAFF 125 -WEST, 124 - EAST (SIM. REV.)

1/2" = 1'-0"B1

STAFF 125 - NORTH, 124 - NORTH (SIM. REV.) 1/2" = 1'-0"

B2STAFF 125 - EAST, 124 - WEST (SIM. REV.)

1/2" = 1'-0"B3

STAFF 125 - SOUTH, 124 - SOUTH (SIM. REV.)

1/2" = 1'-0"C2

STAFF 011B - WEST, 011A - WEST (SIM. REV.) 1/2" = 1'-0"

C3STAFF 011B - NORTH, 011A SOUTH (SIM. REV.)

1/2" = 1'-0"C4

STAFF 011B - EAST, 011A - EAST (SIM. REV.) 1/2" = 1'-0"

C5STAFF 011B - SOUTH, 011A - NORTH (SIM. REV.)

1/2" = 1'-0"D2

ENLARGED PLAN - T/R - LEVEL 0 - SHOWER 010

1/2" = 1'-0"C6

SHOWER 010-B - NORTH 1/2" = 1'-0"

C7SHOWER 010-C - EAST

1/2" = 1'-0"D1

010-D

1/2" = 1'-0"A1

WOMEN'S 102 -EAST

1/2" = 1'-0"B6

WOMEN'S 102 - NORTH 1/2" = 1'-0"

B5WOMEN'S 102 - WEST

1/2" = 1'-0"B4

WOMEN'S 102 - SOUTH

1/2" = 1'-0"A2

MENS' 103-WEST 1/2" = 1'-0"

A3MEN'S 103 - NORTH

1/2" = 1'-0"A4

MEN'S 103 - EAST 1/2" = 1'-0"

A5MEN'S 103- SOUTH

GB-48




ALI

GN

AL

IGN

ALIGN ALIGN

ALI

GN

AL

IGN

AL

IGN

ALI

GN

AL

IGN

LEVEL 1 FF+204.63'

C

8mm TEMPERED GLASS IN ALUMINUM U CHANNEL AT HEAD AND SILL, CLEAR SILICON SEALANT AT JAMBS

SEISMIC JOINT COVER,TYPE 1

6 x 12, SSD

(E) 2x12 FLOOR JOIST ASSUMED, V.I.F., CUT FLOOR JOIST, EXTENT PER DET.

SEISMIC JT FLOOR COVER, TYPE 2

NEW FLOOR FINISH, REFER TO SCHEDULE SHEETS A-610 & A-611 FOR ADDITIONAL INFORMATION

ALIGN

EE


+202.63'

EXISTINGADDITION

NEW FLOOR FINISH, SEE FINISH PLAN

BLOCKING AS REQ'D

EXISTING CONCRETE WALL BY OTHERS, SSD, VIF

STRUCTURAL BEAM EMBEDDED IN EXISTING CONCRETE WALL, SSD

FASTEN TOP TRACK TO CONCRETE AT B.O. LOW FLUTE USING 1/4" DIA. EXPANSION ANCHOR @ 16" O.C. MAX, 1-1/2" EMBEDMENT

2-1/2" STUD BRACESALTERNATING DIRECTIONS- FASTEN TO EA STUD W/ (2) #10 SMS

(3) #10 SMS

5/8" GYP. PAINTED, TYP. FINISH PER FINISH SCHEDULE

(N) 2x12 WOOD BLOCKING WHERE MISSING, VIF

(N) PLYWOOD SHEATING, SSD

F.F. OF WALL BEYOND

to T

.O. (

N)

PLY

.

1 1/

2"

NEW 3/4" PLYWOOD

THICKSET MORTAR

T.O. SLAB2 1/2" LIGHT WEIGHT CONCRETE OVER 3" 18 GA. METAL DECK

T.O. STEELSSD FOR BEAM

to L

EV

EL

1 F

.F.

1/2"

to L

EV

EL

1 F

.F.

6"

F.F. OF WALL BEYOND

3"1/

2"

to L

EV

EL

1 F

.F.

1'-1

1 1/

2"

WOOD BLOCKING WHERE REQUIRED

4" CLEAR

CU

T F

LOO

R J

OIS

T W

HE

RE

RE

QU

IRE

D, 2

3/4

" M

AX

. CU

T D

EP

TH

ALL

OW

ED

2 1/

4" to

T.O

. (E

) S

TU

D

/- ---

STRUCT STL DATUM - 0(TConc - LEVEL 1)

+204.59'

TConc - ADDITION+202.59'

ALUMINUM MULLION FLUSH WITH DRYWALL AT JAMBS, MATCH WIDTH OF U CHANNELS

2

2 5/8" +/-

LEVEL 0 FF+195.38'

ADDITION BASEMENTFF

+194.38'

C EE

EXISTINGADDITION

4" CLEAR

1'-6

" A

FF

RB2

RB2

T.O. (E) CONC. WALLVIF

9 1/

2" V

IF1'

-0"

1'-9

1/2

" V

IF

8 1/

2"

BASEMENTLOBBY

001

STAFFKITCHEN &

BREAKROOM

007


PARTITION AS SCHEDULED, SEE FLOOR PLAN

(E) CONC. SLAB BY OTHERS, SSD, VERIFY EXISTING CONDITIONS IN FIELD

6" 6"

SSD, VIF

1'-0" (E) WALL BY OTHERS

3/4" WALNUT PLYWOOD LAMINATED TO 3/4" PLYWOOD BASE WITH SOLID WALNUT EDGES, TO MATCH LOBBY AND COUNCIL CHAMBER CASEWORK FINISH

FACE OF WALL BEYOND

WOOD SILL ADHERED TO PLYWOOD AT THIS SIDE OF THE SEISMIC JOINT ONLY, OPPOSITE SIDE TO BE UNSECURED TO ALLOW FOR MOVEMENT BETWEEN STRUCTURES

1/2" PLYWOOD WITH #10 x 1 1/2" WD SCREWS AT 6"OC


SEISMIC JT. COVER

1/2"

2'-6

"

3 1/8" 2 3/8"

3 3/4"

2x4 PTDF CONT SILLS WITH .145" DIAMETER PDFs AT 16"OC

RIPPED 2x RIMS, DEPTH AS REQUIRED

RIPPED 2x CROSS BLKG AT 16"OC

ALUM U CHANNEL AT BASE, SHIM FLUSH TO TOP OF PLYWD

GLAZING STOP

22

2

2

2

2 5/8"

C

EE

E3

HSS 5x5x3/8, SSD

EXISTING 12" CONC. WALL, VIF

EQ

EQ

to FF

5 1/2" MAX 2' - 1 7/8"

9 5/

8" to

FF

SEISMIC JOINT, TYPE 1B @ VERTICAL SURFACE

NOTE: FOR ADDITIONAL INFORMATION ON SEISMIC JOINTS SEE SEISMIC JOINT SCHEDULE, SHEET A-322

ALI

GN

FIN

ISH

FA

CE

DECORATIVE METAL GRILL

SOLID WOOD SILL, WALNUT 2" THICK WITH NO SEAMS, TO MATCH LOBBY AND COUNCIL CHAMBER CASEWORK FINISH

CONCRETE PILASTER, SSD

CONCRETE PILASTER, SSD

SEE FLOOR PLAN FOR PARTION TYPE

(E) PARTITION OR WALL OR STRUCTURAL COLUMN

(E) CONCRETE WALL BY OTHERS, SSD, VIF

(N) PARTITION OR WALL OR STRUCTURE

ARCHITECTURAL GRAPHIC LEGEND, TYPICAL DETAIL COMPONENTS, N.T.S.

(N) GYP.

(N) PLYWOOD

LEVEL 1 FF+204.63'

C

(E) 2 x 12 FL JOIST

(N) GYP BD

SEISMIC JOINT COVER,TYPE 1

(N) 6 x 12, SSD

ALIGN

(N) PLYWOOD SHEATHING

ALIGN

CLG BEYOND, SEE RCP

EE


+202.63'

BASEMENTLOBBY

001

?

?

EXISTINGADDITION

T.O. SLAB2 1/2" LIGHT WEIGHT CONCRETE OVER 3" 18 GA. METAL DECK

T.O. STEELSSD FOR BEAM

to L

EV

EL

1 F

.F.

1/2"

to L

EV

EL

1 F

.F.

6"

4" CLEAR

STRUCTURAL BEAM EMBEDDED IN EXISTING CONCRETE WALL, SSD

NEW WALL BASE, SEE FINISH PLAN


FASTEN TOP TRACK TO CONCRETE AT B.O. LOW FLUTE USING 1/4" DIA. EXPANSION ANCHOR @ 16" O.C. MAX, 1-1/2" EMBEDMENT

2-1/2" STUD BRACESALTERNATING DIRECTIONS- FASTEN TO EA STUD W/ (2) #10 SMS

(3) #10 SMS

5/8" GYP. PAINTED, TYP. FINISH PER FINISH SCHEDULE

WOOD BLOCKING WHERE REQUIRED

F.F. OF WALL BEYOND

F.F. OF WALL BEYOND

3"1/

2"

to L

EV

EL

1 F

.F.

1'-1

1 1/

2"


(N) 2x4 STUD WALL WITH 1 LAYER 5/8" GYP., PAINTED PER FINISH SCHEDULE

(N) 2x6 STUD WALL WITH 1 LAYER 5/8" PLY. TYP, REFER TO FLOOR PLAN FOR EXTENT

KITCHENETTE

106

STRUCT STL DATUM - 0(TConc - LEVEL 1)

+204.59'

TConc - ADDITION+202.59'

(E) CONC WALLFINISH FACE OF FURRED WALL

1/4" GYP BD OVERLAY

1/4" x U CHANNEL WIDTH ALUM PLATE WITH CNTSNK #1O FLATHEAD SCREWS AT 16"OC

CLEAR SILICON SEALANT

8mm TEMP GLASS

MITERED RETURN OF BULLNOSE, TYP (4) PLACES

FURRING AS REQ'D

PROJECT NUMBER:

SHEET NUMBER:

SCALE:

SHEET TITLE:

5856 Doyle Street


Tel 510 899 6400


3" = 1'-0"

9/1

9/2

017 7

:29:5

6 P

M

A-512

DETAILS - SEISMIC JTTRANSITION & MISC.

34003.10

9/2

1/2

017

CO

NS

TR

UC

TIO

N D

OC

UM

EN

T -

IN

FIL

L &

SIT

E P

AC

KA

GE

- B

ID S

ET

- A

DD

EN

DU

M 1

TOWN OF COLMA



3" = 1'-0"C1

SEISMIC FLOOR JOINT LEVEL 1

3" = 1'-0"A1

SEISMIC FLOOR JOINT LEVEL 0

3" = 1'-0"A3

WALL PLAN DETAIL - FURRING WALL AT HSS COLUMN AT GRIDC & GRID 3

3" = 1'-0"C3

SEISMIC JT FLOOR & WALL HEADER DETAIL OVER HALLWAY &(N) LOBBY




3" = 1'-0"B1

JAMB AT STAFF KITCHEN INTERIOR WINDOW

ALI

GN

ALIGN

ALI

GN

1/2"

1/2", TYP

C15 STRINGER

C15 STRINGER

3 1/2"

3/4"

3 1/2"

PARTITIONAS SCHEDULED

3/4" VENEERPLYWOOD

1/2" SHIMS

SOLID WOODMOULDING

SOLID WOODMOULDING

A. TYP EDGE B. TYP FIELD

1 1/2"

1/4" R-3"

FOR BACKING,SEE

ESCUTCHEON,TYP

RETURNHANDRAIL TOWALL

HANDRAILBRACKET

(4) 1/4"S.M.S.

1-1/2" O.D. STD. PIPING,TYP. GALV. AT EXT.LOCATIONS

HANDRAIL BRACKET GALV. AT EXT LOCATIONS, SEE D4/- FOR BRACKET DIMENSIONS

SEE FLOOR PLANSFOR PARTITION TYPE

A. METAL STUDS AND BACKING PLATE B. SECTION

2

COL

2"

DIM

PT

(E?) C15 STRINGER, SSD

GYP BD SOFFIT

1/2" ALUM REVEAL

STL PICKETS

(E) EDGE ANGLE, SSD

(E) W12 BEAM, SSD

TERRAZZO TILES 0/CONC FILL MTL DECK

D5

-

DIM

PT

(E) W12x45 BEAM

D2'-3"

4" METAL STUD WALL WITH SLIP TRACK HEAD AT CONNECTION TO WF BM

1'-4

" +/

-

TS = 204.13-6"

FF = 204.630

TS = 194.38-10'-3"

CLG = 202.80-1'-10"

TILE FINISH FLOORING THINSET TO CONC SLAB

2 7/8"

7"

FACE OF GYP BD FINISH AT FLOOR OPENING BEYOND

2"

1'-3 1/4" 11" 11"

148.15°

2"

(E) C15 STAIR STRINGER AND FLOOR EDGE FASCIA, MITER ALL JOINTS, WELD AND GRIND SMOOTH

STL PICKETS, SEE

PRECAST STEP, SEE

(E) C15 STRINGER WITH (2) 3/4" DIAWEDGE ANCHORS WITH 4" EMBEDMENT TO CONCRETE SLAB THROUGH 1/2" BASE PLATE -THICKEN SLAB TO 7" BELOW ANCHORS

/D4 A-521

/D5 A-521

D3

A-521

SIM.

31.8

5°

11" 11" 1'-3 1/8"

2"

4 3/4" 1'-0 1/8" 11 3/4"

NOTE: REFER TO B1/- FOR HANDRAIL TERMINATION AT BOTTOM OF STAIR

D4

D5

(E) STEEL PAN

PRECAST TERRAZZOTREAD, SEE

RAILINGSEE



DIM

PT

DIM

PT

4'-0" TYP

-

-

(E) C15 STRINGER

(E) STEEL ANGLE SUPPORT

1 1/8" TYP.1/2"

D5

-

D4

-

PRECAST STEP,SEE

STL PICKETS,SEE

C15 STRINGER (BEYOND)

TERRAZZO TILES OVER THINSET MORTAR OVER 1.75" CONC WITH W6xW6x12x12 WELDED WIRE FABRIC OVER 10 GA. STL PLATE

C10X20

PARTITION ASSCHEDULED

148.15°

11"

2"2

5/8"

10 3

/8"

B5

A-521

(E) CONTINUOUS C15X33.9 SUPPORT WITH MITERED WELD CONNECTION, TOP CUT W/ STEEL PLATE, SSD 17/S-707

NOT TO EXCEED 1'-4" O.C.

1'-2 1/2" 1'-4"

(E) CONT L3x3x1/4 @ 1'-4" O.C. FOR GAGE MTL DECK SUPPORT

(E) STEEL PLATE PER 10/S-707 SIM., TO MATCH CHANNEL FLANGE WIDTH AND THICKNESS, SSD 17/S-707

2 5/

8"

FLANGE PLATE NOT TO BE ON EXT FACE

1'-0"

STL PLATE BOTH SIDES OF C15 CONTINUOUS STRINGER1'-0" OVERLAP, TYP.

CONTINUOUS STL PLATE BEYOND

(E) SHIM PLATE, WELD TO C10x20

R2 1/2"

R6"

FACE OF PARTITION

C OF RAILINGL

STAIR TREADBELOW

WD HANDRAIL

C15 STRINGER

PICKETS

TOP RAIL

RAILING DESIGN SHALL COMPLYW/ CBC SECS 1003.3.3, 509AND TABLE 16-B.

6 1/2"

MIN.

11"

1' - 0"

1 1/

8"

2 1/2"4"

EQ

EQ

2 1/2"

2 1/

2"4"

TYP FACE OF PARTITIONAS SCHEDULED

PICKET, TYP

C15 CHANNELBELOW

TOP RAIL

C OF RAILINGL

R 2-1/2"

TY

P

R 2-1/2"

R 5-3/4"

TY

P

TYP

START OFTOP TREAD

ALI

GN

4 1/2"

3'-6

"

2'-1

0"

2"

PAINTED STEEL

CAP RAIL

1-1/4"X1/2"STL CHANNEL

3/4" SQUARESOLID PICKET,PTD

1-1/4"X1/2"STL CHANNEL

1 1/2" SSHANDRAIL

C15 CHANNEL

FINISH FLOOR

3/4" SQUARESOLID PICKET,TWISTED, PTD

MAX

EA SIDEOF PICKET3/16

3/16

2" EA @STRAIGHTPICKET

3/16

3 1/4"

5/16

"

1/16

"

3/16

"

1/4"

2"

2

2

1 1/

2"1"

1" 1 3/4"

1/2" DIA CHAMFERED CORNER

HANDRAIL BRACKET, 1/2" THICK STL PLATE CUT TO SHAPE, WELDED TO SQUARE SOLID PICKETS @ 4'-0" O.C. SPACING MAX

2

PRECAST EPOXY TERRAZZO TREAD & RISER

(E) C15 STRINGER

TYP TREAD

THINSET SETTINGBED

DIM

PT

1/8" CAULK JOINT

(E) STEEL PAN

(3) 1/2" ABRASIVE INSERTS, TOP LANDING/TREAD AND BOTTOM TREAD EACH FLIGHT

11"

2" T

YP.

2" T

YP

.

1 1/2"

1/4" R-3"

FOR BACKING,SEE DETAIL

ESCUTCHEON,TYP

RETURNHANDRAIL TOWALL

HANDRAILBRACKET

(4) 1/4"S.M.S.

1-1/2" O.D. STD. PIPING,TYP. GALV. AT EXT.LOCATIONS

HANDRAILBRACKET GALV.AT EXTLOCATIONS, SEE D4/- FOR BRACKET DIMENSIONS

SEE FLOOR PLANSFOR PARTITION TYPE

A. WOOD STUDS AND BLOCKING B. SECTION

/B4 A-5312

2'-1

0"

1 1/2" DIA SS HANDRAIL MITER AND WELD TO 1 1/2" DIA SS POST

CORE 1" OVERSIZE HOLE, FILL WITH EPOXY AFTER POST INSTALLATION

11" 1'-0"

4"RETURN CAP PROFILE AT ENDS, TYP AS OCCURS, ALL GUARDRAILS

PAINTED STEEL HANDRAIL WITH DECORATIVE CAP

6"

PROVIDE THICKENED SLAB BELOW POSTS, 9" MIN DEPTH, 8" WIDE

8"

9"

(E) STEEL CHANNEL STRINGER, TYP

SEE A5/- AND D5/- FOR NOTES NOT SHOWN

D5

-

D4

-

PRECAST STEP,SEE

STL PICKETS,SEE

(E) CONTINUOUS C15x33.9 STRINGER

PARTITION (BEYOND) ASSCHEDULED

3 3/8"

1/2"

7 1/2" 11" 11"

2"

3 3/8"

148.15°

2"

B4

A-521

C10X20

(E) CONTINUOUS C15X33.9 STRINGER, TOP CUT W/ STEEL PLATE, SSD 17/S-707

(E) STEEL PLATE PER 10/S-707 SIM., TO MATCH CHANNEL FLANGE WIDTH AND THICKNESS, SSD 17/S-707

2 5/

8"

(E) C15x33.9 STRINGER WITH MITERED WELD CONNECTION, TYP, SSD

(E) CONTINUOUS SHIM PLATE, WELD TO TOP OF C10x20 TO FILL VOID TO BOTTOM OF METAL PAN

LEVEL 1 FF+204.63'

B3

A-300D

A3

A-401

LEVEL 1204' - 7 9/16"

LEVEL 10' - 0"

LEVEL 0-9' - 3"

ADDITIONBASEMENT

-10' - 3"

ADDITION OFFICELEVEL

-2' - 0"

D

2'-1

0"

2'-1

0"

ALIGN 1 1/2" SS HANDRAIL SUPPORT BALUSTERS WITH GLAZING MULLIONS, TYP OF (3). WELD BALUSTERS TO STAIR CHANNEL STRINGER

1 1/2" DIAMETER SS HANDRAIL

RETURN HANDRAIL TO WALL BRACKET, PROVIDE BACKING AS REQUIRED

1'-11" MIN

6".

9".

12"MIN

SLOPED GLAZING

PRECAST TERRAZZO TREADS AND RISERS, CONC FILL AND TERRAZZI TILE AT LANDING - TYP AT INT STAIR

NON-ACCESSIBLE AREA UNDER STAIR

A-521

A2SIM.

2

PROJECT NUMBER:

SHEET

NUMBER:

SCALE:

SHEET TITLE:

5856 Doyle Street


Tel 510 899 6400


As indicated

9/2

0/2

017 1

0:4

3:1

5 A

M

A-521

DETAILS - VERTICALCIRCULATION -INTERIOR

34003.10

9/2

1/2

017

CO

NS

TR

UC

TIO

N D

OC

UM

EN

T -

IN

FIL

L &

SIT

E P

AC

KA

GE

- B

ID S

ET

- A

DD

EN

DU

M 1

TOWN OF COLMA



3" = 1'-0"C4

WOOD PANELLING AT STAIR DETAILS 3" = 1'-0"

C5WOOD PANELLING AT STAIR DETAILS

1 1/2" = 1'-0"A2

HANDRAIL DETAIL - TYP 1 1/2" = 1'-0"

A3EDGE OF STAIR OPENING

1 1/2" = 1'-0"A4

DETAIL AT TOP LANDING 1 1/2" = 1'-0"

A5STAIR STRINGER BASE DETAIL

1 1/2" = 1'-0"B3

STAIR DETAIL 1 1/2" = 1'-0"

B4STAIR DETAIL

1 1/2" = 1'-0"B2

DETAIL

1 1/2" = 1'-0"D3

PLAN DETAIL @ RAILING 1 1/2" = 1'-0"

D4RAILING DETAIL

3" = 1'-0"D5

PRECAST TERRAZZO TREAD & RISER

1 1/2" = 1'-0"A1

STAIRS - DETAILS A1 - HANDRAIL DETAIL, TYP -WOOD STUD WALL

1 1/2" = 1'-0"B1

STAIRS - DETAILS B1 - HANDRAIL TERMINATION POST DETAIL,

TYP 1 1/2" = 1'-0"

B5STAIR DETAIL AT MID-LANDING




1/2" = 1'-0"D1

UPPER FLIGHT OF INTERIOR STAIR LOOKING SOUTH2

3" = 1'-0" 3" = 1'-0"2 2

WH

UP

UP

DN

ALI

GN

ALI

GN

MECH /

STORAGE

013

MECH.

009

UNISEX

011B

UNISEX

011A

JAN.

012

SECURE

FILE

STORAGE

008

STORAGE

014

STORAGE

006

STAFF

KITCHEN &

BREAK

ROOM

007

BASEMENT

OFFICE

002

FILE

STORAGE

005

IT/TEL

003

ELECTRICAL

004

MECH.

015

BASEMENT

LOBBY

001

SHOWER

010

C5

CG1 CG1

RB2

RS3

-

CC1

RB2

RS1

RB2

CC1

RB2

RS1

RB2

CPT-1

-

CC1

-

CC1

-

CC1

RB2

RS1

PT-1

-

CC1

-

CC1

-

CC1

-

CC2

FIRE

001-C

RB2

CC1

PT-4

PT-5

PT-2

PT-2-

TL-1A

PT-2-

TL-1A

PT-3

PT-3 PT-3

PT-3

PT-3

PT-2

PT-2

B1 B1 C4

C5 D

B1B1

B1B2B1B2B3

B1

B1

B1 B1

B1

ELEV.

000-A

x

x

LINE OF FLOOR OPENING ABOVE

A-611

D1

B1

B1

C2

C5

B1

B1

B1

E

PT-1STL-1

-

M

-

CC1PT-3

-

CC1PT-3

-

CC1

PT-3

MACH RM

000-C

AC RM

000-E

STOR.

001-B

2

XX

XX

XX

WALL FINISH

BASE FINISH

FLOOR FINISH

UPPER CABINET FINISH

COUNTERTOP FINISH

LOWER CABINET FINISH

CEILING FINISHXX

CGCORNER GUARD LOCATION

XX

XX

XX

UPPER WALL FINISH

GUARD RAIL FINISH

WAINSCOT FINISH

XXXXXX

X#SIGNAGE TYPESEE A-602

NOT INCLUDED IN CONTRACT UNLESS NOTED OTHERWISE

FURNITURE ITEM INCLUDED IN CONTRACT, REFER TO FURNITURE SCHEDULE AND DETAILS

(H) TILE, SPEC SECTION 09 30 90, TO REMAIN

HATCH LEGEND:

XX EXTENT OF WALL FINISH

NEW LOBBY TILE, REFER TO SHEET A-611 FOR ADDITIONAL LAYOUT DETAILS

1. NOT USED2. INFORMATION IN COLOR AND MATERIAL LOCATION PLANS IS FOR COLOR AND

PATTERN ONLY, NOT TO DETERMINE ARCHITECTURAL INFORMATION.3. WHERE DIFFERING FLOOR FINISH MATERIALS MEET AT DOORS, THE SEAM SHALL

OCCUR DIRECTLY BELOW THE CENTERLINE OF THE CLOSED DOOR, U.O.N.4. EXTEND FLOOR PATTERN TO WALL UNDER CASEWORK. LENGTH/GRAIN OF FLOOR

SHEET GOODS TO BE IN CONSISTENT DIRECTION FOR ANY ONE AREA, TYP.5. PATCH AND REPAIR AREAS AFFECTED BY DEMOLITION. FINISH TO MATCH ADJACENT

SURFACES, U.O.N.6. NOT USED7. NOT USED8. ALL MECHANICAL ACCESSORIES THAT ARE PRIMED ONLY AND ACCESS DOORS TO BE

PAINTED TO MATCH SURROUNDING WALL. NOTIFY ARCHITECT FOR FINISHED ITEMS NOT MATCHING SURROUNDING WALL.

9. ALL EXPOSED GYPSUM BOARD AND CONCRETE SURFACES TO BE PAINTED PT-1 UNLESS OTHERWISE NOTED.

10. SEE SHEET A-402 FOR ENLARGED TOILET PLANS & ELEVATIONS FOR TOILET ROOM LAYOUTS.

11. SUBMIT FLOOR SEAMING DIAGRAM FOR APPROVAL BEFORE PURCHASE OF MATERIAL.12. PROVIDE TRANSITION/REDUCER STRIPS AT ALL FLOOR MATERIAL CHANGES, AND

FEATHER SUBFLOOR TO ACCOMODATE FOR DIFFERENCES IN GAUGES.13. SEE SHEET A-561 FOR FLOOR TRANSITION DETAILS. IDENTIFY TRANSITION/ REDUCER

STRIPS IN SHOP DRAWINGS.14. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE SITE

REVIEW AND VERIFICATION OF ALL QUANTITIES OF MATERIALS REQUIRED TO COMPLETE THE INSTALLATION.

15. EXTEND FLOOR PATTERN TO WALL UNDER COUNTER AND FACE OF CASEWORK TOE SPACE, TYPICAL.

16. ALL MATERIAL OF ONE PATTERN/COLOR SHALL BE OF THE SAME DYE LOT.17. RESILIENT BASE SHALL BE FROM A CONTINUOUS ROLL.18. FOR FINISHES NOT SHOWN IN SCHEDULES, SEE PLANS THIS SHEET AND RCP A-110.

ENTRY

FOYER

100

GALLERY

101 KITCHENETTE

106

VAULT

107

COUNCIL

CHAMBER

104HALLWAY

105

MEN'S

TOILET

103

WOMEN'S

TOILET

102

10'-6" 10'-6" 21'-0 1/8"

7'-6

13/

16"

7'-6

3/1

6"

13'-11 7/8" 1'-0" 7'-9 3/8"

LOBBY

108

PT1-

EWS1

EWB-2

CPT-4

B3

AS-113

C3

D

E

A-580

B3

A-580

D1

RB2

RS2

XWB-2

CPT-4

A4

A-542

B2

A-542

RB2

CPT-2

RB2

TL-0A

WB-1

TL-1A

WB-1

TL-1A

RB2

CPT-1

RB2

RS-1

RB2

CPT-3

WB-1

CPT-1

WB-1

TL-1A

A-611

A3

PT-1A

PT-6

PT-1A

PT-1

PT-1A

PT-1A

PT-1A

PT-1A

B1 B1 B1 B1 B1B1

B1

B1

B1

B1

B1

B1

B1

C4 C4

EC3

ELEV.

000-A

OFFICE

130

ACCOUNTING

DOUBLE

OFFICE

131

CITY

OFFICE

MANAGER

134

CITY

COUNCIL/CITY

ATTORNEY

135

OFFICE

136

OFFICE

137

OFFICE

138

SMALL

CONF. RM.

139

STAFF

TOILET

125

SEC.

RECORD

131A

STAFF

TOILET

124

SHARED

COPY

ROOM

114

LARGE

CONF. RM.

120

LIFT

106-B

RECEPTION

SUPPORT

111

PANTRY

115

RECEPTION

WORKSTATION

109

OPEN

OFFICE

113

CORRIDOR

NORTH

WEST

116

OFFICE

132

OFFICE

133

NORTH

EAST

CORRIDOR

112

ELEVATOR

LOBBY

110

JAN. CLOS.

114A

PT-3

(E) WD STAIRS TO REMAIN, PROTECT

CHAIR, PORTABLE N.I.C. TYP., U.N.O.

A-611

D3

PT-2PT-1A

B1

B1

WB-2

FS, SAVD

TYP. INT. FINISHES FOR OFFICES (130, 131, 131A, 132, 133, 135, 136, 137, 138)

X

xxx

XX

B1

O

C2

C3

D

C4

B1 B1

B1

OPEN

STL-1EPOXY

TREAD/RISER

STL-1

TR-1

RB2

CC1

PT-1

STL-1

TL-1A

DN

A-611

A4

WB-1

TL-1B

1

AF - RFI 26

A-580

D2

M

J

J

EXACT LOCATION OF SIGNAGE TO BE VIF AND APPROVED BY ARCHITECT AND OWNER

+/- 8'-2 5/8" +/- 8'-2 5/8" +/- 8'-2 5/8" +/- 8'-2 5/8"

DASHED LINES REPRESENT EXPANSION JOINT DETAIL IN TILE WORK TO OCCUR BETWEEN WHOLE TILES IN DISTANCES BETWEEN 8' AND 12' APART EACH DIRECTION, TYPICAL FOR LOBBY RM 108 AND RECEPTION WORKSTATION RM 109.

1'-6

"

RB2

CPT-1

RB2

CPT-3

RB2

CPT-1

RB2

CPT-3

RB2

CPT-1

RB2

CPT-3

PT1

PT3

PT-5

PT-1A

PT5

PT-1A

PT5

PT5

RB2

CPT-1

RB2

CPT-3

PT-1A

RB2

CPT-1

RB2

CPT-3

PT-1A

PT-5 PT-5 PT-5 PT-5 PT-5

PT-4

PT-3

PT-6

PT-1A

PT-6

PT-3

PT-3RB2

CC1

PT-1

PT-4

RB2

CPT-3RB2

CPT-1

RB2

CPT-1

RB2

CPT-3

RB2

CPT-1

RB2

CPT-3

RB2

CPT-1

RB2

CPT-3

RB2

CPT-1

RB2

CPT-3

RB2

CPT-1

PT-1APT-1APT-1APT-1A

PT-3

PT-1A

PROJECT NUMBER:

SHEET

NUMBER:

SCALE:

SHEET TITLE:

5856 Doyle Street


Tel 510 899 6400


As indicated

9/2

0/2

017 7

:33:0

1 P

M

A-610

ENLARGED FFE PLAN,SIGNAGE PLAN, &FINISH SCHEDULE

34003.10

9/2

1/2

017

CO

NS

TR

UC

TIO

N D

OC

UM

EN

T -

IN

FIL

L &

SIT

E P

AC

KA

GE

- B

ID S

ET

- A

DD

EN

DU

M 1

TOWN OF COLMA



1/8" = 1'-0"A2

ENLARGED FURNITURE PLAN - LEVEL 0PROJECT NORTH

TRUE NORTH

FINISH LEGEND

ROOM FINISH SCHEDULE - LEVEL 0

ROOM

# ROOM NAME

FINISHES

COMMENTSCEILING WALL BASE FLOOR

000-B ELEV. MECH. RM. NONE PT-1A - CC1

000-C MACH RM NONE PT-1A RB2 CC1

000-E AC RM NONE PT-1A RB2 CC1

001 BASEMENT LOBBY PT-1B PT-1A RB2 RS1

001-C FIRE NONE PT-1A RB2 CC1

002 BASEMENT OFFICE ACT1 PT-1A RB2 CC1

003 IT/TEL NONE PT-1A RB2 CC1

004 ELECTRICAL NONE PT-1A RB2 CC1

005 FILE STORAGE NONE PT-1A RB2 CC1

006 STORAGE PT-1B PT-1A RB2 RS3

007 STAFF KITCHEN & BREAK ROOM PT-1B PT-1A RB2 RS1

008 SECURE FILE STORAGE PT-1B PT-1A RB2 CC1

009 MECH. PT-1B PT-1A RB2 CC1

010 SHOWER PT-2B PT-2A COVE VNL1 COVED VINYL BASE

011A UNISEX PT-2B TL-1A, PT-2A TL-1A SEE INTERIOR ELEVATIONS FOR TL-5 LOCATIONS ON WALL

011B UNISEX PT-2B TL-1A, PT-2A TL-1A SEE INTERIOR ELEVATIONS FOR TL-5 LOCATIONS ON WALL

012 JAN. PT-2B PT-2A COVE CC1

013 MECH / STORAGE PT-1B PT-1A RB2 CC1

014 STORAGE PT-1B PT-1A RB2 (E) CLEAN FLOOR

015 MECH. PT-1B PT-1A RB2 CC2

FINISH MATERIAL LEGEND

CODE MATERIAL BASIS OF DESIGN MANUFACTURER PRODUCTS COLOR/FINISH SIZE/MODULE COMMENTSCASEWORK

PL1 PLASTIC LAMINATE FORMICA COLOR CORE 2 7223-90 NEW WHITE

PL2 PLASTIC LAMINATE FORMICA ARTISAN FINISH 6402-43 THERMO WALNUT

PL3 PLASTIC LAMINATE FORMICA ARTISAN FINISH 6402-43 THERMO WALNUT

PL4 PLASTIC LAMINATE FORMICA CRYSTAL 42

PL5 PLASTIC LAMINATE FORMICA 180 fx (WOODGRAIN)

PL6 PLASTIC LAMINATE FORMICA WOODBRUSH WR

SS1a SOLID SURFACE DUPONT CORIAN, PRICE GROUP ( C ) SOLID SURFACE 1/2" ACRYLIC - DOVE, SATIN FINISH REFER TO FLOOR PLAN ANDCASEWORK DETAILS

SS1b SOLID SURFACE WILSONART SOLID SURFACE 1/2" TRITON - 9212CM, SATIN FINISH REFER TO FLOOR PLAN ANDCASEWORK DETAILS

SS2a SOLID SURFACE QUARTZ

SS2b SOLID SURFACE QUARTZ

CEILING

ACT1 ACOUSTICAL TILE ARMSTRONG WORLD INDUSTRIES, INCORPORATED OPTIMA SQUARE TEGULAR, PRODUCTNO. 3355

WHITE, FINE TEXTURED FINISH 24" x 24" x 1"

AWC1 ACOUSTICAL WOOD CEILING RULON INTERNATIONAL LINEAR OPEN STYLE MAPLE, TRANSPARENT STAIN COLOR TOBE SELECTED BY THE ARCHITECT

3/4" THICK x 3 3/4" WIDE

FLOOR

CC1 SEALED CONCRETE

CC2 UNFINISHED CONCRETE

CPT-1 CARPET TILE SHAW CONTRACT SKETCH TILE 59591. DESERT 33201 24"x24"

CPT-2 CARPET TILE SHAW CONTRACT IMPRINT TILE 59592. DESERT 33201 24"x24"

CPT-3 CARPET TILE SHAW CONTRACT VEIL TILE 59594. DESERT 33201 24"x24"

CPT-4 WOVEN AXMINSTER BENTLEY BRILLANTE FIELD: KR880388, ACCENT: KR 880357 BROADLOOM

CPT-5 NOT USED

PP1 PRESSED CONCRETE WASAU TECTURA DESIGNS - TEXTURED SANDSERIES

TS-20 (QS) 24" x 24" x 2" FIELD, SEE SHEET AS-111 FOR LOCATION ANDPATTERN

PP2 PRESSED CONCRETE WASAU TECTURA DESIGNS - TEXTURED SANDSERIES

TS-40 (QS) 24" x 24" x 2" ACCENT, SEE SHEET AS-111 FOR LOCATION ANDPATTERN

RS1 LINOLEUM SHEET FORBO MARMOLEUM MARMOLEUM CONCRETE 3711 CLOUDY SAND _ft x 79" x .1" THICK SHEETS

RS2 LINOLEUM SHEET FORBO MARMOLEUM MARMOLEUM REAL 3120 ROSATO 105' x 79" x .1" THICK SHEETS

RS3 LINOLEUM SHEET FORBO MARMOLEUM MARMOLEUM REAL 3252 SPARROW 105' x 79" x .1" THICK SHEETS

RT1 LINOLEUM MODULAR TILE FORBO MARMOLEUM MARMOLEUM MODULAR SHADE t3711 CLOUDY SAND 19.7" x 9.8" x .1" THICK SHEETS

RT2 LINOLEUM MODULAR TILE FORBO MARMOLEUM MARMOLEUM MODULAR MARBLE t3120 ROSATO 19.7" x 9.8" x .1" THICK SHEETS

RT3 LINOLEUM MODULAR TILE FORBO MARMOLEUM MARMOLEUM MODULAR MARBLE t3252 SPARROW 19.7" x 9.8" x .1" THICK SHEETS

TL-0A PORCELAIN TILE ITALICS GENESIS MOKA 12" x 24" - LAYOUT 1/3 RUNNING FIELD

TL-1A PORCELAIN TILE ITALICS GENESIS AVANA 12" x 24" - LAYOUT 1/3 RUNNING FIELD

TL-1B PORCELAIN TILE DALTILE SLATE ATTACHE 50% MULTI GREEN SA09 AND 50% MULTIBROWN SA08

2" X 2" X 1/4" THICK ACCENT

TL-2A TILE ITALICS LYCIAN ELEMENTAL PATARA, SEE SPEC 09 30 00 BORDER

TL-2B TILE ITALICS SEE SPEC 09 30 00 NARROW BORDER

TL-3 MARBLE TILE ITALICS LYCAN ELEMENTAL LARGEBASKETWEAVE

PATARA, SEE SPEC 09 30 00 FIELD

TL-4 MARBLE TILE ITALICS LYCIAN ELEMENTAL PATARA, SEE SPEC 09 30 00 12" x 24"

TL-10 EXISTING TILE RESTORATION HISTORIC FIELD PATTERN & BASE SEE SPEC 09 30 90 TO BE CLEANED, REFURBISHED, AND REPAIRED

TL-11 NEW PATTERNED QUARRY TILE TO MATCH HISTORIC FIELD PATTERN SEE SPEC 09 30 90 SUPPLY AND INSTALL AS REQUIRED TO REPAIR (E)TILE

TL-12A NEW PATTERNED QUARRY TILE TO MATCH HISTORIC NARROW BORDER SEE SPEC 09 30 90 SUPPLY AND INSTALL AS REQUIRED TO REPAIR (E)TILE

TL-12B NEW PATTERNED QUARRY TILE TO MATCH HISTORIC WIDE BORDER SEE SPEC 09 30 90 SUPPLY AND INSTALL AS REQUIRED TO REPAIR (E)TILE

TR1 EPOXY TERRAZZO

VNL1 VINYL

FLOOR BASE

RB2 RESILIENT BASE JOHNSONITE TIGHTLOCK WALL BASE FOR RESILIENTFLOORING

4.5" H

SS STAINLESS STEEL BASE

TL-13 NOT USED

WB1 WOOD BASE SEE WOOD MOLDING SCHEDULE

GUARDRAIL

STL-1 PAINTED STEEL R&B WAGNER NO. "H5853" SEE SPEC 05 70 00

WALL

CG1 CORNER GUARD C/S ACROVYN

PL1 VENEER PLASTER

PT-1A PAINT, GENERAL KELLY-MOORE FLICKERING FIREFLY KM5220 EGGSHELL TYPICAL WALL

PT-1B PAINT, GENERAL KELLY-MOORE WHITEST WHITE KMW43 EGGSHELL TYPICAL CEILING

PT-2A PAINT, GENERAL KELLY-MOORE ACOUSTIC WHITE 46 SEMIGLOSS TYPICAL TOILET RM & SHOWER RM WALLS

PT-2B PAINT, GENERAL KELLY-MOORE WHITEST WHITE KMW43 SEMIGLOSS TYPICAL TOILET RM & SHOWER RM CEILINGS

PT-2C PAINT, ACCENT KELLY-MOORE INVITING VERANDA KM4844 SEMIGLOSS ACCENT

PT-3 PAINT, ACCENT KELLY-MOORE TAWNY DAYLILLY KM5231 EGGSHELL ACCENT

PT-4 PAINT, ACCENT KELLY-MOORE WINTER SUNSET KM5394 EGGSHELL ACCENT

PT-5 PAINT, ACCENT KELLY-MOORE BAY ISLE POINTE KMA28 EGGSHELL ACCENT

PT-6 PAINT, ACCENT KELLY-MOORE GREEN BANANAS KM5148 EGGSHELL ACCENT

TL-4 TILE "ITALICS" LYCIAN ELEMENTAL PATARA SEE SPEC 09 30 00

TL-5 PORCELAIN TILE ITALICS NATURE VARIES, SEE SPEC 09 30 00 4" x 16" VERTICAL ORIENTATION,SEE DWGS AND SPEC

AT STAFF T/R ROOMS 124 & 125

TL-14 PORCELAIN TILE ITALICS NATURE MILK 4" x 16" - LAYOUT OF 1/3 RUNNING AT PANTRY RM 115 BACKSPLASH

WP1 FIBERGLASS REINFORCED PLASTIC

WS1 WOOD WAINSCOT REPAIR, REFINISH, SEAL

GENERAL NOTES

ROOM FINISH SCHEDULE - LEVEL 1 EAST

ROOM

# ROOM NAME

FINISHES


100 ENTRY FOYER (E) (E) (E) TL10 RESTORATION SPEC 09 30 90

101 GALLERY PT-1B PT-1A RB2 CPT4

102 WOMEN'S TOILET PT-2B TL4, PT-2A TL13 TL2, TL3

103 MEN'S TOILET PT-2B TL4, PT-2A TL13 TL2, TL3

104 COUNCIL CHAMBER (E) (E) (E) CPT4 (E) WOOD STEPS TO BE REFINISHED, PATCH (E) FINISHES AS REQUIRED

105 HALLWAY PT-1B PT-1A TL13 TL10, TL11

106 KITCHENETTE PT-1B PT-1A RB2 RS2

106-B LIFT N/A N/A N/A N/A

107 VAULT NIC NIC NIC NIC EXISTING FINISHES TO REMAIN

108 LOBBY (E) PT-1A RB2 TL1A, TL1B

111 RECEPTION SUPPORT PT-1B PT-1A RB2 CPT-1

112 NORTH EAST CORRIDOR PT-1B PT-3 RB2 CPT-1

ROOM FINISH SCHEDULE - LEVEL 1 WEST

ROOM

# ROOM NAME

FINISHES


109 RECEPTION WORKSTATION PT-1B PT-1A WB-1 TL-1A

111 RECEPTION SUPPORT PT-1B PT-1A RB2 CPT-1

113 OPEN OFFICE AWC1 PT-1A RB-2 CPT-1

114 SHARED COPY ROOM PT-1B/ACT1 PT-1A RB-2 RS-1

115 PANTRY PT-1B/ACT1 PT-6 RB-2 TL-0A

116 CORRIDOR NORTH WEST ACT1 PT-1A/PT-6 RB-2 TL-0A

120 LARGE CONF. RM. PT-1B/AWC1 PT-1A/PT-4 RB-2 CPT-2

124 STAFF TOILET PT-2B PT-2A RB-2 TL-0A SEE INTERIOR ELEVATION FOR TL-5 LOCATION, AND LAYOUT ONWALLS

125 STAFF TOILET PT-2B PT-2A RB-2 TL-0A SEE INTERIOR ELEVATION FOR TL-5 LOCATION, AND LAYOUT ONWALLS

130 OFFICE PT-1B/ACT1 PT-1A/PT-5 RB-2 CPT-1/CPT-3

131 ACCOUNTING DOUBLE OFFICE PT-1B/ACT1 PT-1A/PT-5 RB-2 CPT-1/CPT-3

131A SEC. RECORD PT-1B/ACT1 PT-1A/PT-5 RB-2 CPT-1/CPT-3



134 CITY OFFICE MANAGER PT-1B/ACT1 PT-1A/PT-5 RB-2 CPT-1/CPT-3

135 CITY COUNCIL/CITY ATTORNEY PT-1B/ACT1 PT-1A/PT-5 RB-2 CPT-1/CPT-3




139 SMALL CONF. RM. PT-1B/AWC1 PT-3 RB-2 CPT-1/CPT-3

1/8" = 1'-0"A1

ENLARGED PLANPROJECT NORTH

TRUE NORTH




2

2

2

2

22

2

mahanb

Strikethrough

mahanb

Strikethrough

REX

DSDS

EL

DO

PO

ER

DS

XX

XXXX

WALL FINISH

BASE FINISH FLOOR FINISH

UPPER CABINET FINISHCOUNTERTOP FINISHLOWER CABINET FINISH

CEILING FINISHXX

CGCORNER GUARD LOCATION

XXXXXX

UPPER WALL FINISHGUARD RAIL FINISHWAINSCOT FINISH

XXXXXX

X#SIGNAGE TYPESEE A-602

NOT INCLUDED IN CONTRACT UNLESS NOTED OTHERWISE

FURNITURE ITEM INCLUDED IN CONTRACT, REFER TO FURNITURE SCHEDULE AND DETAILS

(H) TILE, SPEC SECTION 09 30 90, TO REMAIN

HATCH LEGEND:

XX EXTENT OF WALL FINISH

NEW LOBBY TILE, REFER TO SHEET A-611 FOR ADDITIONAL LAYOUT DETAILS

TL-3. LAY-OUT FOR EVEN MODULE IN CENTER OF ROOM

TL-2A (5/8" sq. tiles mounted on 4"x4" backing, cut from 12”x12” mounted sheet)

WALL WHERE OCCURS

4"

4"

A-220

A1

A3

A5

A-411 B6

B5

B4

A1

A-411 A3

A2

A5

A4

A-220

B2

A-220 B3B5

B4

A-220

A7

A8

A9

TL12 BORDER AND TL13 BASE TO MATCH (H) TURNS CORNER INTO NEW CORRIDOR

DEMO BASE TILE AT DEMO'D WALL - KEEP BORDER

TL1A BORDER & TL1A BASE, TYP.

TL1A BORDER & TL1A BASE, TYP.

B3

B4

A2

TL1A BORDER & TL1A BASE

A3

TL4TL3

TL4TL3

TL4TL2B

TL-10TL-10

PT-2

ENTRYFOYER

100

HALLWAY105

WOMEN'STOILET

102

MEN'STOILET

103A-611

D4

TL-10TL-10

PT-2

C3

X#

B1

B1

A-220

A4

A2

A6

TL-1ATL-1A

B1

PT-1TL-14TL-15PT-1

TL-14TL-15

AD-101

C2

C3

AD-101 C4EQ

EQ

EQ EQ

EQEQ

EQEQ

EQ EQ

EQ EQ

EQEQ

5"5"

2

TL1B BORDER

TL1A RUNNING BOND FIELD

TL1B BORDER

TL1B BORDER

SEISMIC JOINT COVER

TL1A BORDERS

TL1B BORDER

TL1A STACKED BOND

A-411 B1

C1

B3

B2C2A-300

A-222 B5A1

B6

STAFFTOILET

125

STAFFTOILET

124

TL-0ATL-0A

PT-2C

B1

B2

TL-0ATL-0A

PT-2C

A1

B2

A1

PT-4

TL-5

PT-4

TL-5

E4

A-611

A-411

C1SIM., O.H.

B1

SIM.

, O.H

.

B2 SIM., O.H.

B3

SIM.

, O.H

.

A-411 C3

C4

C2

C5

A-411 C6

C7

D1

A-611D4

A1A1

UNISEX011A

UNISEX011B

2' - 9

1/8"

A-611D4

TL-2ATL-3

TL-2ATL-3

PT-1TL-14TL-15

PT-1TL-14TL-15

PT-1PT-1

-RS1

A1

SHOWER010

1. NOT USED2. INFORMATION IN COLOR AND MATERIAL LOCATION PLANS IS FOR COLOR AND

PATTERN ONLY, NOT TO DETERMINE ARCHITECTURAL INFORMATION.3. WHERE DIFFERING FLOOR FINISH MATERIALS MEET AT DOORS, THE SEAM SHALL

OCCUR DIRECTLY BELOW THE CENTERLINE OF THE CLOSED DOOR, U.O.N.4. EXTEND FLOOR PATTERN TO WALL UNDER CASEWORK. LENGTH/GRAIN OF FLOOR

SHEET GOODS TO BE IN CONSISTENT DIRECTION FOR ANY ONE AREA, TYP.5. PATCH AND REPAIR AREAS AFFECTED BY DEMOLITION. FINISH TO MATCH ADJACENT

SURFACES, U.O.N.6. NOT USED7. NOT USED8. ALL MECHANICAL ACCESSORIES THAT ARE PRIMED ONLY AND ACCESS DOORS TO BE

PAINTED TO MATCH SURROUNDING WALL. NOTIFY ARCHITECT FOR FINISHED ITEMS NOT MATCHING SURROUNDING WALL.

9. ALL EXPOSED GYPSUM BOARD AND CONCRETE SURFACES TO BE PAINTED PT-1 UNLESS OTHERWISE NOTED.

10. SEE SHEET A-402 FOR ENLARGED TOILET PLANS & ELEVATIONS FOR TOILET ROOM LAYOUTS.

11. SUBMIT FLOOR SEAMING DIAGRAM FOR APPROVAL BEFORE PURCHASE OF MATERIAL.12. PROVIDE TRANSITION/REDUCER STRIPS AT ALL FLOOR MATERIAL CHANGES, AND

FEATHER SUBFLOOR TO ACCOMODATE FOR DIFFERENCES IN GAUGES.13. SEE SHEET A-561 FOR FLOOR TRANSITION DETAILS. IDENTIFY TRANSITION/ REDUCER

STRIPS IN SHOP DRAWINGS.14. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE SITE

REVIEW AND VERIFICATION OF ALL QUANTITIES OF MATERIALS REQUIRED TO COMPLETE THE INSTALLATION.

15. EXTEND FLOOR PATTERN TO WALL UNDER COUNTER AND FACE OF CASEWORK TOE SPACE, TYPICAL.

16. ALL MATERIAL OF ONE PATTERN/COLOR SHALL BE OF THE SAME DYE LOT.17. RESILIENT BASE SHALL BE FROM A CONTINUOUS ROLL.18. FOR FINISHES NOT SHOWN IN SCHEDULES, SEE PLANS THIS SHEET AND RCP A-110.

LEVEL 1 FF+204.63'

KPARTITION AS SCHEDULED,REFER TO PLAN

4'-0"

TYPE A

NOTE: REFER TO INTERIOR ELEVATION FOR TYPE A OR TYPE B

4'-1 5/16" +/-

TL1A LAID IN 1/3 RUNNING BOND PATTERN, VERIFY LAYOUT IN FIELD WITH ARCHITECT, TYP - SEE A1/A610

TL1B ACCENT STRIPE

PROJECT NUMBER:

SHEET NUMBER:

SCALE:

SHEET TITLE:


As indicated

9/20

/201

7 7:

26:5

9 PM

A-611

ENLARGED FFE PLAN,SIGNAGE PLAN, &FINISH SCHEDULE -LEVEL 1 EAST

34003.10

9/21

/201

7C

ON

STR

UC

TIO

N D

OC

UM

ENT

- IN

FILL

& S

ITE

PAC

KAG

E - B

ID S

ET -

ADD

END

UM

1

TOWN OF COLMA



PROJECT NORTH

TRUE NORTH

FINISH LEGEND

1 1/2" = 1'-0"D4 TILE LAYOUT #3 AT RESTROOM

1/4" = 1'-0"A3ENLARGED FLOOR PLAN TILE LAYOUT - ENTRY 100, TOILETS102 & 103, HALLWAY 105

1/4" = 1'-0"D3 ENLARGED FFE PLAN - TOILETS 124 & 125 1/4" = 1'-0"D1 ENLARGED FFE PLAN - TOILETS 011A & 011B

GENERAL NOTES

1/4" = 1'-0"E4 STAFF TOILET WAINSCOT DETAIL

1 1/2" = 1'-0"A4 TILE - NEW LOBBY

ISSUE SCHEDULE NO. DATEBID PACKAGE 1 8-14-2017BID ADDENDUM 1 2 9-21-2017

2

(E) FOOTINGPER 1941 DRAWINGS(E) FOOTINGSPER 1941 DRAWINGSV.I.F.

EX

IST

ING

BLD

G.

AD

DIT

ION

EXISTING BLDG. ADDITION

(N) 6

x6 P

OST

(E) 6

x6 P

OST,

VIF

(N) 6

x6 P

OST

(N) 6

x6 P

OST

(N) 6

x6 P

OST

(N) 6

x6 P

OST

(N) 6

x6 P

OST

(N) 6

x6 P

OST

(N) 6

x6 P

OST

(N) 6

x6 P

OST

(N) 6x6 PO

ST

E1

(N) 6

x6 P

OST

(E) 6

x6 P

OST,

VIF

(N) 6

x6 P

OST

(N) 6

x6 P

OST

(N) FTGPER 16/S-801

(N) 6

x6 P

OST

(E) 6" CONC. RAMP SLAB W/ #5@12" E.W. S.A.D. FOR EXISTING CONN PER 10/S-501

EB

ED

EA

EF

E2 E3 E4 E5

EC

STUDWALLS S.A.D.

(E) SLAB ON GRADE. TYP.

SEE S-101 FOR MECHANICAL YARD.

(N) 6

x6 P

OST

(N) 6

x6 P

OST

11

11

1

SHEET NOTES:1. SEE S-102 FOR NOTES NOT SHOWN

HERE.

2. BASEMENT SLAB ELEV = -9'-3" V.I.F.

3. PRIOR TO FABRICATION & ERECTION, CONTRACTOR TO VERIFY FIELD DIMENSIONS + CONDITIONS AND NOTIFY SEOR OF ANY DISCREPANCIES.

4. ALL WALLS SHALL HAVE GYPSUM WALLBOARD SHEATING ATTACHED FULL HEIGHT AT INTERIOR USING WALLBOARD SCREWS @ 12" O.C. MAXIMUM

5. NEW 2X STUDWALL + 1/2" PLYWOOD AT LOCATIONS IDENTIFIED WITH:

1

DEGENKOLB ENGINEERS1300 Clay Street, Suite 900Oakland, CA 94612503.272.9040 PHONE510.272.5926 FAX

CHECKED BY:PROJECT NUMBER:

SHEET NUMBER:

DRAWN BY:SCALE:

SHEET TITLE:

5856 Doyle Street


Tel 510 899 6400www.ratcliffarch.com

BID DOCUMENTS 2-23-2016

ISSUE SCHEDULE DATENO.

CONSTRUCTION DOCUMENTS 4-20-2016

1/4" = 1'-0"

8/9

/2017

5:4

5:3

5 P

M

S-111

EXISTING BUILDINGFOUNDATION PLAN

TRCB4498002.00

MSA

1198 EL CAMINOREAL, COLMA, CA94014

PROJECT ADDRESS

COLMA TOWN HALLCAMPUSRENOVATIONS ANDADDITION

7/2

2/2

016

CO

NS

TR

UC

TIO

N D

OC

UM

EN

TS

- S

TR

UC

TU

RE

1/4" = 1'-0"

1 EXISTING BUILDING FOUNDATION PLAN

PROJECT NORTH

TRUE NORTH

INFILL & SITE BID SET 8-14-2017

CO

NS

TR

UC

TIO

N D

OC

UM

EN

T -

INF

ILL

& S

ITE

PA

CK

AG

E -

BID

SE

T -

ST

RU

CT

UR

E8/

14/2

017

BID PACKAGE 8-14-2017

(E) STRIP FTG, VIF

1'-0"

1'-1

0"

2/S-111

(E) STRIP FTG,VIF

1'-10"

(E) SLAB TOREMAIN

(N) FOOTING

2 #4's T&B

(N) POST

NEW FOOTING DETAIL

2 #4 DOWELS T&B. EMBED INTO (E)FTG PER S-001. NOPULL TEST REQ'D

2

2

2

2

2

2

ADDENDUM NO. 1 2 9-21/2017

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