1 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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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
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
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.
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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.
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
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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.
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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:
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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
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
7. Pattern: As shown on Drawings
F. New Ceramic Tile – TOILET ROOM FLOOR INSET – TL-3
1. Manufacturer: “Italics” conforming to following:
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
1. Manufacturer: “Italics” conforming to following:
2. Product: Marblelab Statuario
3. Size: 4” x 12” x 3/8” th.
4. Edge: Rectified.
5. Pattern: As shown on Drawings
H. New Ceramic Tile – TOILET ROOM WALLS – TL-5 (Varies)
1. Manufacturer: “Italics” conforming to following:
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
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6. Joint: Min. 2mm. (0.0787”) joint recommended for rectified tiles
7. Vertical Orientation stacked rows, 1/2 tile offset of tiles from row to row
8. Pattern: As shown on Drawings
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”.
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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:
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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.
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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:
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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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TH20130264
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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-300
DEMOLITIONPLAN
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TH20130264
ISSUE SCHEDULE NO. DATE
SHEET NUMBER:
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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
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SHEET NUMBER:
DRAWN BY:SCALE:
SHEET TITLE:
5856 Doyle StreetEmeryville, CA 94608Tel 510 899 6400www.ratcliffarch.com
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
Renewal Date
Signature
ST
A
T E O F C A L IF O R NIA
M. R
EED D ILLINGHA M No. 14 31
09 / 30 / 2019
L IC
ENSED LA NDSCA PE ARCHITEC
T
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
40
C-12 1.02
.6 40
C-11 1.01
.4 40
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
.38
40
C-8
1.1
1.02
40
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.
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
1198 EL CAMINO REALCOLMA, CA 94014
COLMA TOWN HALLCAMPUS -RENOVATIONS ANDADDITIONS
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
ISSUE SCHEDULE NO. DATE
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
ADDITION OFFICELEVEL FF
+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
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.
ISSUE SCHEDULE NO. DATE
BID PACKAGE 1 8-14-2017
BID ADDENDUM 1 2 9-21-2017
LEVEL 1 FF+204.63'
LEVEL 0 FF+195.38'
ADDITION BASEMENTFF
+194.38'
1
ADDITION OFFICELEVEL FF
+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
ADDITION OFFICELEVEL FF
+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
ADDITION OFFICELEVEL FF
+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
ADDITION OFFICELEVEL FF
+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
Emeryville, CA 94608
Tel 510 899 6400
www.ratcliffarch.com
As indicated
9/1
9/2
017 7
:27:2
4 P
M
A-310
WALL SECTIONS -ADDITION - EXTERIOR
34003.10
9/2
1/2
017
CO
NS
TR
UC
TIO
N D
OC
UM
EN
T -
IN
FIL
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AC
KA
GE
- B
ID S
ET
- A
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EN
DU
M 1
TOWN OF COLMA
1198 EL CAMINO REALCOLMA, CA 94014
COLMA TOWN HALLCAMPUS -RENOVATIONS ANDADDITIONS
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
ISSUE SCHEDULE NO. DATE
BID PACKAGE 1 8-14-2017
BID ADDENDUM 1 2 9-21-2017
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
MATCH TILE LAYOUT SO JOINTS ALIGN TO FLOOR TILE MODULE, TYP.
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:
REFER TO DETAIL C1/- FOR TILE PATTERN @ EACH ROW
TL-1A TL-1A
2
TL-5
1' -
0"
TL-1ATPD
MATCH TILE LAYOUT SO JOINTS ALIGN TO FLOOR TILE MODULE, TYP.
GB-48 GB-42
WC-2
SND7'
-0"
ROW 1, TYP
ROW 2, TYP
ROW 3, TYP
ROW 4, TYP
ROW 5, TYP
NOTE:
REFER TO DETAIL C1/- FOR TILE PATTERN @ EACH ROW
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:
REFER TO DETAIL C1/- FOR TILE PATTERN @ EACH ROW
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
PREFABRICATED UNIT SHOWER PER
SPECIFICATIONS
PREFABRICATED UNIT SHOWER PER
SPECIFICATIONS
27" MAX
19" MIN
FOLDING SHOWER SEAT -MOUNT CLR OF GRAB BAR
CONTROL AREA
E3
PREFABRICATED UNIT SHOWER PER
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
MATCH TILE LAYOUT SO JOINTS ALIGN TO FLOOR TILE MODULE, TYP.
STAIRS - DETAILS B1 - HANDRAIL TERMINATION POST DETAIL,
TYP 1 1/2" = 1'-0"
B5STAIR DETAIL AT MID-LANDING
ISSUE SCHEDULE NO. DATE
BID PACKAGE 1 8-14-2017
BID ADDENDUM 1 2 9-21-2017
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.
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.
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:
5856 Doyle StreetEmeryville, CA 94608Tel 510 899 6400www.ratcliffarch.com
As indicated
9/20
/201
7 7:
26:5
9 PM
A-611
ENLARGED FFE PLAN,SIGNAGE PLAN, &FINISH SCHEDULE -LEVEL 1 EAST