february 12 addendum #1 · b. keynotes: added keynote 4. refer to attached drawing ad01-a10. c....
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ARTIK ART AND ARCHITECTURE ADDENDUM #1 February 12th, 2016
PAGE 1 OF 3
ADDENDUM #1
SANTA CLARA COUNTY OFFICE OF EDUCATION TENANT IMPROVEMENTS
FOR
SANTA CLARA COUNTY OFFICE OF EDUCATION
Prepared by Architect
Artik Art and Architecture 394-A Umbarger Road
San Jose, Ca 95127 (408) 224-9890
This Addendum forms a part of the Contract Documents and modifies the original bidding documents as noted below. Contractor must acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Contractor to disqualification. CLARIFICATIONS
Item 1 Clarify: Article 31 “Permits and Licenses” of Bid Document. A. Yes, the contractor shall secure, at Contractor’s sole cost and expense Permits,
including building permits.
Item 2 Clarify: Professional Liability Insurance. A. As follows:
i. Commercial General Liability Insurance with limits not less than $1,000,000 (one million dollars) each occurrence Combined Single Limit for Bodily Injury and Property Damage (including coverage for claims of sexual abuse and molestation).
ii. Workers’ Compensation Insurance, with Employer’s Liability limits not less than $1,000,000 (one million dollars) each accident.
iii. Professional Liability (E & O) Insurance with limits not less than $1,000,000.00 (one million dollars) each occurrence and in the aggregate. Coverage must at a minimum apply to negligent Errors and Omissions arising out of professional services, performed under the contract, with any deductible not to exceed $100,000 each claim.
CHANGES TO THE SPECIFICATIONS
Item 3 Affirmative Action Employment Program B. Added specification section in its entirety.
Item 4 Specification Section 09 30 00 Tiling
C. Added specification section in its entirety.
Item 5 Specification Section 10 21 13 Toilet Compartments
ARTIK ART AND ARCHITECTURE ADDENDUM #1 February 12th, 2016
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A. Added specification section in its entirety.
Item 6 Specification Section 10 28 00 Toilet, Bath, and Laundry Accessories A. Added specification section in its entirety.
CHANGES TO THE DRAWINGS Architectural:
Item 1 A0.01 Title Sheet A. Revised Scope of Work. Refer to attached drawing AD01-A1. B. Revised General Notes. Refer to attached drawing AD01-A2. C. Added sheet A0.02 to Sheet Index. Refer to attached drawings AD01-A3.
Item 2 A0.02 CALGreen Mandatory Measures
A. Added sheet in its entirety. Refer to attached drawing AD01-A4.
Item 3 A1.10 Site Plan A. Detail 1: Revised curb ramps at accessible parking. Refer to attached drawing AD01-
A5. B. Keynotes: Revised Keynotes 02 and 03, and added Keyntoes 06 and 07. Refer to
attached drawing AD01-A6. Item 4 A2.10 Building One Second Floor Demolition Plan
A. Detail 1: Revised extent of demolition work and added Keynote 4 to plan. Refer to attached drawing AD01-A7.
B. Keynotes: Added Keynote 4. Refer to attached drawing AD01-A8.
Item 5 A3.11 Building One Second Floor Plan A. Detail 1: Revised extent of work at restrooms and drinking fountain, and added
enlarged plan call-out. Refer to attached drawing AD01-A9. B. Keynotes: Added Keynote 4. Refer to attached drawing AD01-A10. C. Legend: Added wall hatches to Legend. Refer to attached drawing AD01-A11.
Item 6 A3.21 Building One Third Floor Plan
A. Detail 1: Revised extent of work at restrooms and drinking fountain, and added enlarged plan call-out. Refer to attached drawing AD01-A12.
B. Keynotes: Added Keynote 4. Refer to attached drawing AD01-A113. C. Legend: Added wall hatches to Legend. Refer to attached drawing AD01-A14.
Item 7 A3.30 Building One Enlarged Floor Plans
A. Legend: Revised detail references. Refer to attached drawing AD01-A15. B. Detail 3: Added wall type marker ‘1A’ and portion of new wall and drinking
fountain. Refer to attached drawing AD01-A16.
Item 8 A3.31 Building One Restroom Floor Plans A. Added sheet in its entirety. Refer to attached drawing AD01-A17.
Item 9 A12.10 Site Details
A. Added sheet in its entirety. Refer to attached drawing AD01-A18.
ARTIK ART AND ARCHITECTURE ADDENDUM #1 February 12th, 2016
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Item 10 A12.30 Details A. Detail 4: Revised detail as shown. Refer to attached drawing AD01-A19. B. Detail 14: Added detail in its entirety. Refer to attached drawing AD01-A20. C. Detail 15: Added detail in its entirety. Refer to attached drawing AD01-A21. D. Detail 18: Added detail in its entirety. Refer to attached drawing AD01-A22. E. Detail 21: Added detail in its entirety. Refer to attached drawing AD01-A23. F. Detail 22: Added detail in its entirety. Refer to attached drawing AD01-A24. G. Detail 24: Added detail in its entirety. Refer to attached drawing AD01-A25. H. Detail 26: Added detail in its entirety. Refer to attached drawing AD01-A26. I. Detail 27: Added detail in its entirety. Refer to attached drawing AD01-A27.
Plumbing:
Item 1 P3.1 Plumbing Enlarged Plans A. Added sheet in its entirety. Refer to attached drawing AD01-P1.
Electrical:
Item 1 EP2.2 Level 2 Electrical Power Plan A. Added power for drinking fountain and keynote 4. Refer to attached drawing AD01-
E1.
Item 2 EP2.3 Level 3 Electrical Power Plan B. Added power for drinking fountain and keynote 4. Refer to attached drawing AD01-
E2.
Attachments:
Specifications: Section 09 30 00 Tiling (9 pages) Section 10 21 13 Toilet Compartments (5 pages) Section 10 28 00 Toilet, Bath, and Laundry Accessories (4 pages) Drawings: AD01-A1 through AD01-A27 (27 pages) AD01-P1 (1 page) AD01-E1 through AD01-E2 (2 pages)
END OF ADDENDUM #1
AFFIRMATIVE ACTION EMPLOYMENT PROGRAM
APPROVED: January 13, 1976 BY: Santa Clara County Board of Education SECTION 12, CONTRACT COMPLIANCE
12.1 The Santa Clara County Office of Education will maintain a list of minority businesses and businesses
operated by women that will ensure that such businesses receive solicitations for bids. 12.2 The Santa Clara County Office of Education will maintain a list of minority and woman consultants and
will ensure that they are afforded equal opportunity for contracts. 12.3 The Santa Clara County Office of Education will notify its vendors, suppliers, and other contractors of
its affirmative action program. 12.4 The Santa Clara County Office of Education will require the inclusion of the following equal opportunity
clauses as a condition of all contracts in excess of $10,000.
During the performance of this contract, the contractor agrees as follows:
12.4.1 The contractor will not discriminate against any employee or applicant for employment because of race, creed, color sex, or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion or
transfer; recruitment or recruitment advertising, layoff or termination; rates of pay or other forms of compensation; and a selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the provisions of this nondiscrimination clause.
12.4.2 The contractor will, in all solicitation or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, creed, color, physical handicap, sex, or national origin.
12.4.2 The contractor will show evidence of compliance with all provision of executive
Order 11246, as amended, and of the rules, regulations, and relevant orders of the Secretary of Labor.
12.4.3 In the event of the contractor’s noncompliance with the nondiscrimination clauses of this
contract or with any of the said rules, regulations, or orders, this contractor may be declared ineligible for further contracts with this office.
ARTIK ART & ARCHITECTURE 09 30 00 TILING
PAGE 1
SECTION 09 30 00 TILING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Ceramic tile.
B. Related Sections:
1. Section 07 92 00 "Joint Sealants" for sealing of expansion, contraction, control, and isolation joints in tile surfaces.
2. Section 09 29 00 "Gypsum Board" for cementitious backer units.
1.3 DEFINITIONS
A. General: Definitions in the ANSI A108 series of tile installation standards and in ANSI A137.1 apply to Work of this Section unless otherwise specified.
B. ANSI A108 Series: ANSI A108.01, ANSI A108.02, ANSI A108.1A, ANSI A108.1B, ANSI A108.1C, ANSI A108.4, ANSI A108.5, ANSI A108.6, ANSI A108.8, ANSI A108.9, ANSI A108.10, ANSI A108.11, ANSI A108.12, ANSI A108.13, ANSI A108.14, ANSI A108.15, ANSI A108.16, and ANSI A108.17, which are contained in "American National Standard Specifications for Installation of Ceramic Tile."
C. Module Size: Actual tile size plus joint width indicated.
D. Face Size: Actual tile size, excluding spacer lugs.
1.4 PERFORMANCE REQUIREMENTS
A. Static Coefficient of Friction: For tile installed on walkway surfaces, provide products with the following values as determined by testing identical products per ASTM C 1028:
1. Level Surfaces: Minimum 0.6.
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1.5 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
B. Shop Drawings: Show locations of each type of tile and tile pattern. Show widths, details, and locations of expansion, contraction, control, and isolation joints in tile substrates and finished tile surfaces.
C. Samples for Verification:
1. Full-size units of each type and composition of tile and for each color and finish required. For ceramic mosaic tile in color blend patterns, provide full sheets of each color blend.
1.6 INFORMATIONAL SUBMITTALS
A. Qualification Data: For qualified Installer.
B. Master Grade Certificates: For each shipment, type, and composition of tile, signed by tile manufacturer and Installer.
C. Product Certificates: For each type of product, signed by product manufacturer.
D. Material Test Reports: For each tile-setting and -grouting product.
1.7 MAINTENANCE MATERIAL SUBMITTALS
A. Furnish extra materials that match and are from same production runs as products installed and that are packaged with protective covering for storage and identified with labels describing contents.
1. 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 indicated.
2. Grout: Furnish quantity of grout equal to 3 percent of amount installed for each type, composition, and color indicated.
1.8 QUALITY ASSURANCE
A. Source Limitations for Tile: Obtain tile from one source or producer.
1. Obtain tile of each type and color or finish from same production run and of consistent quality in appearance and physical properties for each contiguous area.
B. Source Limitations for Setting and Grouting Materials: Obtain ingredients of a uniform quality for each mortar, adhesive, and grout component from one manufacturer and each aggregate from one source or producer.
ARTIK ART & ARCHITECTURE 09 30 00 TILING
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1.9 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store packaged materials in original containers with seals unbroken and labels intact until time of use. Comply with requirements in ANSI A137.1 for labeling tile packages.
B. Store tile and cementitious materials on elevated platforms, under cover, and in a dry location.
C. Store aggregates where grading and other required characteristics can be maintained and contamination can be avoided.
D. Store liquid materials in unopened containers and protected from freezing.
E. Handle tile that has temporary protective coating on exposed surfaces to prevent coated surfaces from contacting backs or edges of other units. If coating does contact bonding surfaces of tile, remove coating from bonding surfaces before setting tile.
1.10 PROJECT CONDITIONS
A. Environmental Limitations: Do not install tile until construction in spaces is complete and ambient temperature and humidity conditions are maintained at the levels indicated in referenced standards and manufacturer's written instructions.
PART 2 - PRODUCTS
2.1 PRODUCTS, GENERAL
A. ANSI Ceramic Tile Standard: Provide tile that complies with ANSI A137.1 for types, compositions, and other characteristics indicated.
B. ANSI Standards for Tile Installation Materials: Provide materials complying with ANSI A108.02, ANSI standards referenced in other Part 2 articles, ANSI standards referenced by TCA installation methods specified in tile installation schedules, and other requirements specified.
C. Low-Emitting Materials: Tile flooring systems shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers."
D. Factory Blending: For tile exhibiting color variations within ranges, blend tile in factory and package so tile units taken from one package show same range in colors as those taken from other packages and match approved Samples.
E. Mounting: For factory-mounted tile, provide back- or edge-mounted tile assemblies as standard with manufacturer unless otherwise indicated.
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2.2 TILE PRODUCTS
A. Factory-mounted unglazed ceramic mosaic tile.
1. Basis-of-Design Product: Subject to compliance with requirements, provide product indicated on Drawings or comparable product by one of the following:
a. American Olean; Division of Dal-Tile International Inc.
b. Daltile; Division of Dal-Tile International Inc.
c. Interceramic.
d. Or equal.
2. Composition: Vitreous or impervious natural clay or porcelain. 3. Module Size: 2 by 2 inches. 4. Thickness: 1/4 inch. 5. Face: Plain with cushion edges. 6. Surface: Slip-resistant, with abrasive admixture. 7. Finish: Mat, clear glaze. 8. Tile Color and Pattern: per Drawings. 9. Grout Color: As selected by Architect from manufacturer's full range.
B. Glazed wall tile.
1. Basis-of-Design Product: Subject to compliance with requirements, provide Daltile Semi-Gloss and Semi-Gloss Color Trends or comparable product by one of the following:
a. Daltile; Division of Dal-Tile International Inc.
b. American Olean; Division of Dal-Tile International Inc.
c. United States Ceramic Tile Company.
d. Or equal.
2. Module Size: 4-1/4 by 4-1/4 inches. 3. Thickness: 5/16 inch. 4. Face: Plain with modified square edges or cushion edges. 5. Finish: Bright, clear glaze. 6. Tile Color and Pattern: per Drawings. 7. Grout Color: As selected by Architect from manufacturer's full range. 8. Mounting: Factory, back mounted. 9. Mounting: Pregrouted sheets of tiles factory assembled and grouted with manufacturer's
standard white silicone rubber. 10. Trim Units: Coordinated with sizes and coursing of adjoining flat tile where
applicable and matching characteristics of adjoining flat tile. Provide shapes as follows, selected from manufacturer's standard shapes: a. Base for Thin-Set Mortar Installations: Straight, module size 4-1/4 by 4-1/4 inches.
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b. Wainscot Cap for Thin-Set Mortar Installations: Surface bullnose, module size 4-1/4 by 4-1/4 inches.
c. Wainscot Cap for Flush Conditions: Regular flat tile for conditions where tile wainscot is shown flush with wall surface above it, same size as adjoining flat tile.
d. External Corners for Thin-Set Mortar Installations: Surface bullnose, same size as adjoining flat tile.
e. Internal Corners: Field-butted square corners. For coved base and cap use angle pieces designed to fit with stretcher shapes.
C. Exterior Wall Tile: Through-body porcelain type ceramic tile as follows:
1. Basis-of-Design Product: Subject to compliance with requirements, provide:
a. Daltile; Division of Dal-Tile International Inc., Endurance Recycled Floor Tile
2. Face Size: 4 by 4 inches. 3. Thickness: 3/8 inch (9.5 mm). 4. Tile Color and Pattern: Francium, Manganese, and Barium. Refer to plans for Pattern 5. Grout Color: Antique White. 6. Physical Properties:
a. Water Absorption: ASTM C373, meets ANSI 137.1 average of 1 to 3 percent. b. Frost Resistance: ASTM C1026, no deterioration of surface or body. c. Breaking Strength: ASTM C648, Meets ANSI 127.1, average 325 lbf. d. Bond Strength: ASTM C482: Average 270 psi. e. Abrasive Hardness: ASTM C501, passed. f. Chemical Resistance: ASTM C650, 10% HCI, 10% KOH.
7. Basis-of-Design Product: Endurance Recycled Floor Tile.
2.3 SETTING MATERIALS
A. Latex-Portland Cement Mortar (Thin Set): ANSI A118.4.
1. For wall applications, provide mortar that complies with requirements for nonsagging mortar in addition to the other requirements in ANSI A118.4.
2.4 GROUT MATERIALS
A. Standard Cement Grout: ANSI A118.6.
B. Grout for Pregrouted Tile Sheets: Same product used in factory to pregrout tile sheets.
2.5 MISCELLANEOUS MATERIALS
A. Tile Cleaner: A neutral cleaner capable of removing soil and residue without harming tile and grout surfaces, specifically approved for materials and installations indicated by tile and grout manufacturers.
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B. Grout Sealer: Manufacturer's standard product for sealing grout joints and that does not change color or appearance of grout.
2.6 MIXING MORTARS AND GROUT
A. Mix mortars and grouts to comply with referenced standards and mortar and grout manufacturers' written instructions.
B. Add materials, water, and additives in accurate proportions.
C. Obtain and use type of mixing equipment, mixer speeds, mixing containers, mixing time, and other procedures to produce mortars and grouts of uniform quality with optimum performance characteristics for installations indicated.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions where tile will be installed, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of installed tile.
1. Verify that substrates for setting tile are firm, dry, clean, free of coatings that are incompatible with tile-setting materials including curing compounds and other substances that contain soap, wax, oil, or silicone; and comply with flatness tolerances required by ANSI A108.01 for installations indicated.
2. Verify that concrete substrates for tile floors installed with thin-set mortar comply with surface finish requirements in ANSI A108.01 for installations indicated.
a. Verify that surfaces that received a steel trowel finish have been mechanically scarified.
b. Verify that protrusions, bumps, and ridges have been removed by sanding or grinding.
3. Verify that installation of grounds, anchors, recessed frames, electrical and mechanical units of work, and similar items located in or behind tile has been completed.
4. Verify that joints and cracks in tile substrates are coordinated with tile joint locations; if not coordinated, adjust joint locations in consultation with Architect.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Fill cracks, holes, and depressions in concrete substrates for tile floors installed with thin-set mortar with trowelable leveling and patching compound specifically recommended by tile-setting material manufacturer.
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B. Where indicated, prepare substrates to receive waterproofing by applying a reinforced mortar bed that complies with ANSI A108.1A and is sloped 1/4 inch per foot toward drains.
C. Blending: For tile exhibiting color variations, verify that tile has been factory blended and packaged so tile units taken from one package show same range of colors as those taken from other packages and match approved Samples. If not factory blended, either return to manufacturer or blend tiles at Project site before installing.
3.3 TILE INSTALLATION
A. Comply with TCA's "Handbook for Ceramic Tile Installation" for TCA installation methods specified in tile installation schedules. Comply with parts of the ANSI A108 Series "Specifications for Installation of Ceramic Tile" that are referenced in TCA installation methods, specified in tile installation schedules, and apply to types of setting and grouting materials used.
B. Extend tile work into recesses and under or behind equipment and fixtures to form complete covering without interruptions unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments.
C. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates, collars, or covers overlap tile.
D. Provide manufacturer's standard trim shapes where necessary to eliminate exposed tile edges.
E. Jointing Pattern: Lay tile in grid pattern unless otherwise indicated. Lay out tile work and center tile fields in both directions in each space or on each wall area. Lay out tile work to minimize the use of pieces that are less than half of a tile. Provide uniform joint widths unless otherwise indicated.
1. For tile mounted in sheets, make joints between tile sheets same width as joints within tile sheets so joints between sheets are not apparent in finished work.
2. Where adjoining tiles on floor, base, walls, or trim are specified or indicated to be same size, align joints.
3. Where tiles are specified or indicated to be whole integer multiples of adjoining tiles on floor, base, walls, or trim, align joints unless otherwise indicated.
F. Joint Widths: Unless otherwise indicated, install tile with the following joint widths:
1. Ceramic Mosaic Tile: 1/16 inch. 2. Glazed Wall Tile: 1/16 inch.
G. Lay out tile wainscots to dimensions indicated or to next full tile beyond dimensions indicated.
H. Expansion Joints: Provide expansion joints and other sealant-filled joints, including control, contraction, and isolation joints, where indicated. Form joints during installation of setting materials, mortar beds, and tile. Do not saw-cut joints after installing tiles.
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1. Where joints occur in concrete substrates, locate joints in tile surfaces directly above them.
I. Grout Sealer: Apply grout sealer to cementitious grout joints in tile floors according to grout-sealer manufacturer's written instructions. As soon as grout sealer has penetrated grout joints, remove excess sealer and sealer from tile faces by wiping with soft cloth.
3.4 CLEANING AND PROTECTING
A. Cleaning: On completion of placement and grouting, clean all ceramic tile surfaces so they are free of foreign matter.
1. Remove latex-portland cement grout residue from tile as soon as possible. 2. Clean grout smears and haze from tile according to tile and grout manufacturer's written
instructions but no sooner than 10 days after installation. Use only cleaners recommended by tile and grout manufacturers and only after determining that cleaners are safe to use by testing on samples of tile and other surfaces to be cleaned. Protect metal surfaces and plumbing fixtures from effects of cleaning. Flush surfaces with clean water before and after cleaning.
B. Protect installed tile work with kraft paper or other heavy covering during construction period to prevent staining, damage, and wear. If recommended by tile manufacturer, apply coat of neutral protective cleaner to completed tile walls and floors.
C. Prohibit foot and wheel traffic from tiled floors for at least seven days after grouting is completed.
D. Before final inspection, remove protective coverings and rinse neutral protective cleaner from tile surfaces.
3.5 INTERIOR TILE INSTALLATION SCHEDULE
A. Interior Floor Installations, Concrete Subfloor:
1. Tile Installation F113: Thin-set mortar; TCA F113.
a. Tile Type: Ceramic mosaic floor tile. b. Thin-Set Mortar: Latex- portland cement mortar. c. Grout: Polymer-modified unsanded grout. d. Grout: Water-cleanable epoxy grout.
B. Interior Wall Installations, Wood Studs or Furring:
1. Tile Installation W244: Thin-set mortar on cementitious backer units or fiber cement underlayment; TCA W244.
a. Tile Type: Glazed wall tile b. Thin-Set Mortar: Latex- portland cement mortar. c. Grout: Polymer-modified unsanded grout.
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C. Interior Wall Installations, Metal Studs or Furring:
1. Tile Installation W244: Thin-set mortar on cementitious backer units or fiber cement underlayment; TCA W244.
a. Tile Type: Glazed wall tile. b. Thin-Set Mortar: Latex- portland cement mortar. c. Grout: Polymer-modified unsanded grout.
END OF SECTION 09 30 00
ARTIK ART AND ARCHITECTURE 102113 TOILET COMPARTMENTS
SECTION 102113 TOILET COMPARTMENTS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes: 1. Solid-color reinforced composite toilet compartments configured as toilet enclosures and
urinal screens.
B. Related Sections: 1. Division 10 Section "Toilet and Bath Accessories" for toilet tissue dispensers, grab bars,
purse shelves, and similar accessories.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes.
B. Shop Drawings: For toilet compartments. Include plans, elevations, sections, details, and attachments to other work.
1. Show locations of cutouts for compartment-mounted toilet accessories. 2. Show locations of reinforcements for compartment-mounted grab bars. 3. Show locations of centerlines of toilet fixtures. 4. Show overhead support or bracing locations.
C. Samples for Initial Selection: For each type of unit indicated. Include Samples of hardware and accessories involving material and color selection.
D. Samples for Verification: For the following products, in manufacturer's standard sizes unless otherwise indicated:
1. Each type of material, color, and finish required for units, prepared on 6-inch- (152-mm-) square Samples of same thickness and material indicated for Work.
2. Each type of hardware and accessory.
1.4 INFORMATIONAL SUBMITTALS
A. Product Certificates: For each type of toilet compartment, from manufacturer.
102113 - 1
ARTIK ART AND ARCHITECTURE 102113 TOILET COMPARTMENTS
1.5 CLOSEOUT SUBMITTALS
A. Maintenance Data: For toilet compartments to include in maintenance manuals.
1.6 QUALITY ASSURANCE
A. Surface-Burning Characteristics: As determined by testing identical products according to ASTM E 84, or another standard acceptable to authorities having jurisdiction, by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.
1. Flame-Spread Index: 25 or less. 2. Smoke-Developed Index: 450 or less.
B. Regulatory Requirements: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's "Americans with Disabilities Act (ADA) and Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities" for toilet compartments designated as accessible.
1.7 PROJECT CONDITIONS
A. Field Measurements: Verify actual locations of toilet fixtures, walls, columns, ceilings, and other construction contiguous with toilet compartments by field measurements before fabrication.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Aluminum Castings: ASTM B 26/B 26M.
B. Aluminum Extrusions: ASTM B 221 (ASTM B 221M).
C. Brass Castings: ASTM B 584.
D. Brass Extrusions: ASTM B 455.
E. Stainless-Steel Sheet: ASTM A 666, Type 304, stretcher-leveled standard of flatness.
F. Stainless-Steel Castings: ASTM A 743/A 743M.
G. Adhesives: Manufacturer's standard product that complies with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers."
102113 - 2
ARTIK ART AND ARCHITECTURE 102113 TOILET COMPARTMENTS
2.2 SOLID-COLOR REINFORCED COMPOSITE UNITS
A. Basis-of-Design Product: Subject to compliance with requirements, provide:
1. Bobrick Washroom Equipment, 1092.67 Sierra Series
2. Or approved equal.
B. Toilet-Enclosure Style: Overhead braced.
C. Urinal-Screen Style: Overhead braced.
D. Door, Panel, Screen, and Pilaster Construction: Solid, solid-color reinforced composite panel material, not less than 3/4 inch thick, seamless, with eased edges and with homogenous color and pattern throughout thickness of material.
1. Color and Pattern: One color and pattern in each room as selected by Architect from manufacturer's full range.
E. Pilaster Shoes and Sleeves (Caps): Manufacturer's standard design; stainless steel.
F. Urinal-Screen Post: Manufacturer's standard post design of material matching the thickness and construction of pilasters; with shoe and sleeve (cap) matching that on the pilaster.
G. Brackets (Fittings):
1. Full-Height (Continuous) Type: Manufacturer's standard design; stainless steel. a. 18 gauge at toilet compartments, 11 gauge at urinal screens. b. Provide through-bolted, stainless steel, pin-in-head Torx sex bolt fasteners.
Through-bolted fasteners shall withstand direct pull force exceeding 1,500 lbs. per fastener.
2.3 ACCESSORIES
A. Hardware and Accessories: Manufacturer's standard design, heavy-duty operating hardware and accessories.
1. Material: Stainless steel. 2. Hinges: Manufacturer's standard continuous, 16 gauge, cam type that swings to a closed
or partially open position. a. Attach to door and stile with theft-resistant, pin-in-head Torx stainless steel
machine screws into factory installed, threaded brass inserts. Threaded brass inserts shall withstand a direct pull force exceeding 1,500 lbs per insert.
3. Latch and Keeper: Manufacturer's standard surface-mounted sliding latch unit requiring less than 5-lb of force to operate. a. Attach latch track to door with machine screws into factory installed threaded brass
inserts. Threaded brass inserts shall be factory installed for door hinge and latch connections and shall withstand a direct pull exceeding 1,500 lbs. per insert.
102113 - 3
ARTIK ART AND ARCHITECTURE 102113 TOILET COMPARTMENTS
b. Secure latch keeper to stile with through-bolted, stainless steel, pin-in-head Torx sex bolt fasteners. Fasteners shall withstand direct pull force exceeding 1,500 lbs. per fastener.
4. Coat Hook: Secured to door by through-bolted, theft-resistant, pin-in-head Torx stainless steel screws. Through-bolted fasteners shall withstand a direct pull force exceeding 1,500 lbs. per fastener.
5. Door Bumpers: Two 11-gauge (3mm) stainless steel door stop plates with attached rubber bumpers at each door.
6. Door Pull: Manufacturer's standard unit at out-swinging doors that complies with regulatory requirements for accessibility. Provide units on both sides of doors at compartments designated as accessible. Install below latch.
B. Overhead Bracing: Manufacturer's standard continuous, extruded-aluminum head rail with antigrip profile and in manufacturer's standard finish.
C. Anchorages and Fasteners: Unless otherwise noted, provide manufacturer's standard exposed fasteners of stainless steel or chrome-plated steel or brass, finished to match the items they are securing, with theft-resistant-type heads. Provide sex-type bolts for through-bolt applications. For concealed anchors, use stainless steel, hot-dip galvanized steel, or other rust-resistant, protective-coated steel.
2.4 FABRICATION
A. Overhead-Braced Units: Provide manufacturer's standard corrosion-resistant supports, leveling mechanism, and anchors at pilasters to suit floor conditions. Provide shoes at pilasters to conceal supports and leveling mechanism.
B. Urinal-Screen Posts: Provide manufacturer's standard corrosion-resistant anchoring assemblies with leveling adjustment at tops and bottoms of posts. Provide shoes and sleeves (caps) at posts to conceal anchorage.
C. Door Size and Swings: Unless otherwise indicated, provide 24-inch- (610-mm-) wide, in-swinging doors for standard toilet compartments and 36-inch- (914-mm-) wide doors with a minimum 32-inch- (813-mm-) wide, clear opening for compartments designated as accessible.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General: Comply with manufacturer's written installation instructions. Install units rigid, straight, level, and plumb. Secure units in position with manufacturer's recommended anchoring devices.
1. Maximum Clearances:
a. Pilasters and Panels: 1/2 inch (13 mm). b. Panels and Walls: 1 inch (25 mm).
102113 - 4
ARTIK ART AND ARCHITECTURE 102113 TOILET COMPARTMENTS
B. Overhead-Braced Units: Secure pilasters to floor and level, plumb, and tighten. Set pilasters with anchors penetrating not less than 1-3/4 inches (44 mm) into structural floor unless otherwise indicated in manufacturer's written instructions. Secure continuous head rail to each pilaster with no fewer than two fasteners. Hang doors to align tops of doors with tops of panels, and adjust so tops of doors are parallel with overhead brace when doors are in closed position.
C. Urinal Screens: Attach with anchoring devices to suit supporting structure. Set units level and plumb, rigid, and secured to resist lateral impact.
3.2 ADJUSTING
A. Hardware Adjustment: Adjust and lubricate hardware according to hardware manufacturer's written instructions for proper operation. Set hinges on in-swinging doors to hold doors open approximately 30 degrees from closed position when unlatched. Set hinges on out-swinging doors to return doors to fully closed position.
END OF SECTION 10 21 13
102113 - 5
ARTIK ART & ARCHITECTURE 10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES
SECTION 10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Public-use washroom accessories. 2. Underlavatory guards. 3. Electric Hand Driers
B. Owner-Furnished Material: Paper Towel Dispenser, Toilet Paper Dispenser, Soap Dispenser.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product indicated. Include the following:
1. Construction details and dimensions. 2. Anchoring and mounting requirements, including requirements for cutouts in other work
and substrate preparation. 3. Material and finish descriptions. 4. Features that will be included for Project. 5. Manufacturer's warranty.
B. Product Schedule: Indicating types, quantities, sizes, and installation locations by room of each accessory required.
1. Identify locations using room designations indicated. 2. Identify products using designations indicated.
1.4 INFORMATIONAL SUBMITTALS
A. Warranty: Sample of special warranty.
1.5 CLOSEOUT SUBMITTALS
A. Maintenance Data: For toilet and bath accessories to include in maintenance manuals.
PAGE 1
ARTIK ART & ARCHITECTURE 10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES
1.6 QUALITY ASSURANCE
A. Source Limitations: For products listed together in the same Part 2 articles, obtain products from single source from single manufacturer.
1.7 COORDINATION
A. Coordinate accessory locations with other work to prevent interference with clearances required for access by people with disabilities, and for proper installation, adjustment, operation, cleaning, and servicing of accessories.
B. Deliver inserts and anchoring devices set into concrete or masonry as required to prevent delaying the Work.
1.8 WARRANTY
A. Special Mirror Warranty: Manufacturer's standard form in which manufacturer agrees to replace mirrors that develop visible silver spoilage defects and that fail in materials or workmanship within specified warranty period.
1. Warranty Period: 15 years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Stainless Steel: ASTM A 666, Type 304, 0.031-inch minimum nominal thickness unless otherwise indicated.
B. Brass: ASTM B 19, flat products; ASTM B 16/B 16M, rods, shapes, forgings, and flat products with finished edges; or ASTM B 30, castings.
C. Steel Sheet: ASTM A 1008/A 1008M, Designation CS (cold rolled, commercial steel), 0.036-inch minimum nominal thickness.
D. Galvanized-Steel Sheet: ASTM A 653/A 653M, with G60 hot-dip zinc coating.
E. Galvanized-Steel Mounting Devices: ASTM A 153/A 153M, hot-dip galvanized after fabrication.
F. Fasteners: Screws, bolts, and other devices of same material as accessory unit and tamper-and-theft resistant where exposed, and of galvanized steel where concealed.
G. Chrome Plating: ASTM B 456, Service Condition Number SC 2 (moderate service).
H. Mirrors: ASTM C 1503, Mirror Glazing Quality, clear-glass mirrors, nominal 6.0 mm thick.
I. ABS Plastic: Acrylonitrile-butadiene-styrene resin formulation.
PAGE 2
ARTIK ART & ARCHITECTURE 10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES
2.2 PUBLIC-USE WASHROOM ACCESSORIES
A. Basis-of-Design Product: Subject to compliance with requirements, provide product indicated or comparable product by one of the following:
1. American Specialties, Inc. 2. Bobrick Washroom Equipment, Inc. 3. Bradley Corporation. 4. Or equal.
B. Grab Bar:
1. Basis-of-Design Product: Bobrick B-5806.99. 2. Mounting: Flanges with concealed fasteners. 3. Material: Stainless steel, 0.05 inch thick.
a. Finish: Smooth, No. 4 finish (satin) on ends and slip-resistant texture in grip area. 4. Outside Diameter: 1-1/2 inches. 5. Configuration and Length: As indicated on Drawings.
C. Mirror Unit:
1. Basis-of-Design Product: Bobrick B-165. 2. Frame: Stainless-steel channel. 3. Hangers: Produce rigid, tamper- and theft-resistant installation, using method indicated
below. a. One-piece, galvanized-steel, wall-hanger device with spring-action locking
mechanism to hold mirror unit in position with no exposed screws or bolts. 4. Size: 24 inches by 36 inches.
D. Electric Hand Dryer:
1. Basis-of-Design Product: Excel R76 IC Automatic Sensor Activated Hand Drier. 2. Installation: Recessed 3. Power Source: 110/120V 20 Amp
E. Coat Hook:
1. Basis-of-Design Product: Bobrick B-76717.
2. Mounting: Surface mounted on door at +38-40” A.F.F. and at +60” A.F.F.
F. Utility Shelf with Mop/Broom Holders:
1. Basis-of-Design Product: Bobrick B-239. 2. Description: Unit with shelf, hooks, and holders. 3. Length: 34 inches. 4. Quantity of Hooks: Four. 5. Quantity of Mop/Brooms Holders: Three, spring-loaded, rubber hat, cam type. 6. Material and Finish: Stainless Steel, No. 4 finish (satin).
a. Shelf: Not less than nominal 0.05 inch (1.3 mm) thick stainless steel.
PAGE 3
ARTIK ART & ARCHITECTURE 10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES
2.3 UNDERLAVATORY GUARDS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1. Plumberex Specialty Products, Inc. 2. Truebro by IPS Corporation. 3. Or equal.
B. Underlavatory Guard:
1. Description: Insulating pipe covering for supply and drain piping assemblies that prevent direct contact with and burns from piping; allow service access without removing coverings.
2. Material and Finish: Antimicrobial, molded plastic, white.
2.4 FABRICATION
A. General: Fabricate units with tight seams and joints, and exposed edges rolled. Hang doors and access panels with full-length, continuous hinges. Equip units for concealed anchorage and with corrosion-resistant backing plates.
B. Keys: Provide universal keys for internal access to accessories for servicing and resupplying. Provide minimum of six keys to Owner's representative.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install accessories according to manufacturers' written instructions, using fasteners appropriate to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly anchored in locations and at heights indicated.
B. Grab Bars: Install to withstand a downward load of at least 250 lbf, when tested according to ASTM F 446.
3.2 ADJUSTING AND CLEANING
A. Adjust accessories for unencumbered, smooth operation. Replace damaged or defective items.
B. Remove temporary labels and protective coatings.
C. Clean and polish exposed surfaces according to manufacturer's written recommendations.
END OF SECTION 10 28 00
PAGE 4
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
TITLE SHEET
N.T.S.
AD0A-A1
A0.01
SCOPE OF WORK 01
02-12.16
SCOPE OF WORK
The following is a brief description of the scope of work. Contractor
shall determine/verify the entire scope as shown in the Construction
Documents (Drawings and Specifications) prior to submitting bids.
DEMOLITION OF PORTION OF EXISTING PARTITION WALLS,
EXISTING DOORS, DOOR FRAMES, AND DOOR HARDWARE.
CONSTRUCTION OF PARTITION WALLS, DOORS, DOOR
FRAMES, AND WINDOWS, INCLUDING PATCHING OF FINISHES
WHERE DEMOLITION OCCURS.
RELOCATION/RECONFIGURATION OF
ELECTRICAL/MECHANICAL SYSTEMS TO ACCOMMODATE
OFFICE RECONFIGURATION.
ACCESSIBLE CURB RAMP UPGRADES AT ACCESSIBLE
PARKING.
ACCESSIBLE RESTROOM UPGRADES FOR 2ND AND 3RD
FLOOR.
01
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
TITLE SHEET
N.T.S.
AD01-A2
A0.01
PARTIAL GENERAL NOTES 01
02.12.16
GENERAL NOTES
14. CALGreen Non-Residential Mandatory Measures
A. Construction Waste Reduction, Disposal, and Recycling
i. A minimum of 75% of the construction waste generated at
the site must be diverted to recycle or salvage. This can be
achieved either by using City pre-certified landfills or
implemenation of a waste management plan that has been
pre-approved by Enviromental Services Department.
B. Building Maintenance and Operation
i. County to provide readily accessible areas that serve the
entire building and are identified for the depositing, storage,
and collection of non-hazardous materials for recycling.
01
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
TITLE SHEET
N.T.S.
AD01-A3
A0.01
PARTIAL SHEET INDEX 01
02.12.16
A0.01 TITLE SHEET
A0.02 CALGREEN MANDATORY MEASURES
ARCHITECTURAL
A1.01 OVERALL SITE PLAN
A2.10 BUILDING ONE SECOND FLOOR DEMOLITION PLAN
A3.10 BUILDING ONE SECOND FLOOR CODE ANALYSIS
A3.11 BUILDING ONE SECOND FLOOR PLAN
A3.20 BUILDING ONE SECOND FLOOR CODE ANALYSIS
A3.21 BUILDING ONE SECOND FLOOR PLAN
A3.30 PARTIAL ENLARGED FLOOR PLANS
A3.30 ENLARGED RESTROOM PLANS
A8.10 INTERIOR ELEVATIONS
A8.11 INTERIOR ELEVATIONS
A10.10 SCHEDULES
A12.30 PARTITION DETAILS
A12.50 DOOR AND WINDOW DETAILS
SHEET INDEX
01
Date
01.29.16
EDA Award Number
File Number
Regulatory Agency Approval
Project No.
_____
06185
_____
Drawing No
Architect Seal
No
Drawing Title
Revisions/Submissions
1290 RIDDER PARK DRIVE
SAN JOSE, CA 95131
Project Title
Key Plan
Date
No. C-23919
REN. 9-30-17
SANTA CLARA COUNTY
OFFICE OF EDUCATION
TENANT IMPROVEMENTS
1
CALGREEN MANDATORY MEASURES
CALGREEN
MANDATORY
MEASURES
A0.02
N.T.S.
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Notes on
Plan
09 91 23
Interior
Painting
09 68 16
Sheet
Carpeting
07 92 00
Joint
Sealants
N/A
N/A
23 05 01
Basic
Mechanical
Materials
& Methods
Spec Section
23 05 01
Spec Section
23 05 01
Spec Section
N/A
Notes on
Plan
01
AD01-A4
(E) BUILDING 3
N
O
P
A
R
K
I
N
G
N
O
P
A
R
K
I
N
G
6
'
-
0
"
T
Y
P
.
6
'
-
0
"
D
N
8
.
3
3
%
M
A
X
D
N
8
.
3
3
%
M
A
X
D
N
8
.
3
3
%
M
A
X
D
N
8
.
3
3
%
M
A
X
D
N
8
.
3
3
%
M
A
X
D
N
8
.
3
3
%
M
A
X
D
N
8
.
3
3
%
M
A
X
01
01
9
A12.10
10
A12.10
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
SITE PLAN
1" = 30'-0"
AD01-A5
1/A1.10
ACCESSIBLE PARKING 01
02.12.16
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
SITE PLAN
N.T.S.
AD01-A6
A1.10
KEYNOTES 01
02.12.16
KEYNOTES
01 (E) ACCESSIBLE PARKING.
02
03
04
05
(E) ACCESSIBLE PARKING SIGNAGE, REFER TO DETAIL 2/A12.10.
(E) DETECTABLE WARNING, REFER TO DETAIL 1/A12.10.
(E) FIRE HYDRANT.
LINE OF (E) PARKING GARAGE UPPER LEVEL.
06 ISA SIGNAGE, REFER TO DETAIL 3/A12.10.
07 (E) THRESHOLD, REFER TO DETAIL 4/A12.10.
01
01
01
CONF.
258
126 SF
ELECTRICAL
259
130 SF
LOUNGE
260
160 SF
MENS'
RESTROOM
262
192 SF
WOMENS'
RESTROOM
263
78 SF
STORAGE
264
1,087 SF
CONFERENCE
261
35 SF
STORAGE
265
30 SF
STORAGE
240
870 SF
OPEN
OFFICE
214
8,363 SF
249
3,778 SF
OPEN
OFFICE
260
160 SF
MENS'
RESTROOM
262
192 SF
WOMENS'
RESTROOM
02
02
01
01
01
0303
04
01
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
BUILDING ONE SECOND FLOOR
1/8" = 1'-0"
AD01-A7
1/A2.10
DEMOLITION PLAN 01
02.12.16
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
BUILDING ONE SECOND FLOOR
N.T.S.
AD01-A8
A2.10
DEMOLITION PLAN 01
02.12.16
REMOVE PORTION OF (E) DEMOUNTABLE PARTITION. WHERE PARTITION
WAS REMOVED, PATCH WALL AND FLOOR FINISHES TO MATCH (E)
ADJACENT FINISHES.
KEYNOTES
01
02 DEMOLISH PORTION OF (E) FRAMED WALL. WHERE WALL WAS REMOVED,
PATCH WALL AND FLOOR FINISHES TO MATCH (E) ADJACENT FINISHES.
03 REMOVE AND SALVAGE (E) DOOR, DOOR FRAME, AND DOOR HARDWARE.
04 DEMOLISH PORTION OF (E) FRAMED WALL TO ACCOMMODATE DRINKING
FOUNTAIN ON BOTH 2ND AND 3RD FLOORS. WHERE WALL WAS REMOVED,
PATCH WALL AND FLOOR FINISHES TO MATCH (E) ADJACENT FINISHES.
01
241
122 SF
OFFICE
242
137 SF
STORAGE
243
140 SF
STORAGE
214
8,109 SF
OPEN
OFFICE
256
86 SF
CONF.
258
126 SF
ELECTRICAL
259
130 SF
LOUNGE
260
160 SF
MENS'
RESTROOM
262
192 SF
WOMENS'
RESTROOM
263
78 SF
STORAGE
261
35 SF
STORAGE
265
30 SF
STORAGE
OPEN
OFFICE
260
160 SF
MENS'
RESTROOM
262
192 SF
WOMENS'
RESTROOM
1
A3.31
02
02 01
03
03 04
01
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
BUILDING ONE SECOND FLOOR
1/8" = 1'-0"
AD01-A9
1/A3.11
PLAN 01
02.12.16
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
BUILDING ONE SECOND FLOOR
N.T.S.
AD01-A10
A3.11
PLAN - KEYNOTES 01
02.12.16
01
02
(E) EXIT ROUTE SIGNAGE, REFER TO DETAIL 18/A12.30, SIM.
PROVIDE EXIT ROUTE SIGNAGE, REFER TO DETAIL 18/A12.30.
KEYNOTES
03 (E) RESTROOM SIGNAGE, REFER TO DETAIL 24/A12.30.
04 PROVIDE HI-LO DRINKING FOUNTAIN/BOTTLE FILLER, REFER TO DETAIL 26/A12.30
AND MECHANICAL DRAWINGS.
01
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
BUILDING ONE SECOND FLOOR
N.T.S.
AD01-A11
A3.11
PLAN - LEGEND 01
02.12.16
LEGEND
AREA(S) OF WORK.
GRID LINE
(E) ITEMS TO REMAIN.
STUD WALL/PARTITION, REFER TO DETAIL 4/A12.30
(E) WALLS/PARTITIONS TO REMAIN.
1-HR RATED PARTITION, REFER TO DETAIL 4/A12.30
FURRED WALL, REFER TO DETAIL 15/A12.30
01
340
112 SF
OFFICE
341
111 SF
OFFICE
342
111 SF
OFFICE
343
111 SF
OFFICE
351
130 SF
LOUNGE
352
126 SF
ELECTRICAL
354
160 SF
MENS'
RESTROOM
356
192 SF
WOMENS'
RESTROOM
357
78 SF
STORAGE
355
35 SF
STORAGE
353
282 SF
CORRIDOR
CONFERENCE
2
A3.31
02
03
03 04
01
01
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
BUILDING ONE THIRD FLOOR
1/8" = 1'-0"
AD01-A12
1/A3.21
PLAN 01
02.12.16
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
BUILDING ONE THIRD FLOOR
N.T.S.
AD01-A13
A3.21
PLAN - KEYNOTES 01
02.12.16
01
02
(E) EXIT ROUTE SIGNAGE, REFER TO DETAIL 18/A12.30, SIM.
PROVIDE EXIT ROUTE SIGNAGE, REFER TO DETAIL 18/A12.30.
KEYNOTES
03 (E) RESTROOM SIGNAGE, REFER TO DETAIL 24/A12.30.
04 PROVIDE HI-LO DRINKING FOUNTAIN/BOTTLE FILLER, REFER TO DETAIL 26/A12.30
AND MECHANICAL DRAWINGS.
01
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
BUILDING ONE THIRD FLOOR
N.T.S.
AD01-A14
A3.21
PLAN - LEGEND 01
02.12.16
LEGEND
AREA(S) OF WORK.
GRID LINE
(E) ITEMS TO REMAIN.
STUD WALL/PARTITION, REFER TO DETAIL 4/A12.30
(E) WALLS/PARTITIONS TO REMAIN.
1-HR RATED PARTITION, REFER TO DETAIL 4/A12.30
FURRED WALL, REFER TO DETAIL 15/A12.30
01
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
BUILDING ONE ENLARGED
N.T.S.
AD01-A15
A3.30
FLOOR PLANS - LEGEND 01
02.12.16
LEGEND
AREA(S) OF WORK.
GRID LINE
(E) ITEMS TO REMAIN.
STUD WALL/PARTITION, REFER TO SHEET A12.30.
(E) WALLS/PARTITIONS TO REMAIN.
1 WALL TYPE, REFER TO DETAIL 4/A12.30.
01
01
11
354
160 SF
MENS'
RESTROOM
356
192 SF
WOMENS'
RESTROOM
355
35 SF
STORAGE
353
282 SF
CORRIDOR
1A
TYP. 2ND AND
3RD FLOOR
01
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
BUILDING ONE ENLARGED
1/4" = 1'-0"
AD01-A16
3/A3.30
FLOOR PLANS 01
02.12.16
LOUNGE
261
35 SF
STORAGE
42" MIN. 12" MAX
54" MIN.
36
"
MIN
.
12
"
MN
.
24
"
MIN
.
6'-7
"
60
"
MIN
44"
MIN.
(E
)
1'-9
"
(E
)
1'-9
"
(E
)
3'-0
"
(E
)
3'-0
"
(E
)
1'-9
"
(E
)
1'-9
"
(E
)
3'-0
"
(E
)
3'-0
"
44"
MIN.
48"
MIN. TYP.
260
160 SF
MENS'
RESTROOM
262
192 SF
WOMENS'
RESTROOM
1'-6
"
TY
P.
2'-9
"
5'-0"
24" MIN.
48"
MIN. TYP.
7"-9"
1A
01
01
02
02
0505
05
0606
354
160 SF
MENS'
RESTROOM
356
192 SF
WOMENS'
RESTROOM
355
35 SF
STORAGE
6'-7
"
44"
MIN.(E
)
1'-9
"
(E
)
1'-9
"
(E
)
3'-0
"
(E
)
3'-0
"
(E
)
1'-9
"
(E
)
1'-9
"
(E
)
3'-0
"
(E
)
3'-0
"
42" MIN. 12" MAX
24" MIN.
54" MIN.
36
"
MIN
.
12
"
MN
.
24
"
MIN
.
44"
MIN.
48"
MIN. TYP.
48"
MIN. TYP.
1'-6
"
TY
P.
60
"
MIN
2'-9
"
5'-0"
7"-9"
1A
TYP. 2ND AND
3RD FLOOR
01
01
02
02
0505
05
0606
LOUNGE
261
35 SF
STORAGE
260
160 SF
MENS'
RESTROOM
262
192 SF
WOMENS'
RESTROOM
03
03
03 03
04
04
354
160 SF
MENS'
RESTROOM
356
192 SF
WOMENS'
RESTROOM
355
35 SF
STORAGE
03
03
03 03
04
04
Date
01.29.16
EDA Award Number
File Number
Regulatory Agency Approval
Project No.
_____
06185
_____
Drawing No
Architect Seal
No
Drawing Title
Revisions/Submissions
1290 RIDDER PARK DRIVE
SAN JOSE, CA 95131
Project Title
Key Plan
Date
No. C-23919
REN. 9-30-17
SANTA CLARA COUNTY
OFFICE OF EDUCATION
TENANT IMPROVEMENTS
GENERAL NOTES
BUILDING ONE
RESTROOM
FLOOR PLANS
A3.31
01
02
PROVIDE TOILET PARTITION, REFER TO DETAIL 22/A12.30
PROVIDE 36" GRAB BAR, REFER TO DETAIL 21/A12.30
03 REMOVE (E) TOILET PARTITION AS SHOWN. PATCH (E) FINISHED SURFACE
WHERE PARTITION WAS REMOVED TO MATCH (E) ADJACENT FINISH.
04 REMOVE (E) WATER CLOSET FIXTURE, CAP UTILITIES, AND PATCH (E)
FINISHED SURFACE TO MATCH (E) ADJACENT.
(E) ACCESSIBLE FIXTURES.
2
THIRD FLOOR - ENLARGED RESTROOM PLANS
LEGEND
1/2"=1'-0"
1. CONTRACTOR SHALL COORDINATE ALL WORK WITH ARCHITECTURAL,
MECHANICAL, ELECTRICAL, AND OTHER CATEGORIES.
2. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.
3. ALL OPENINGS ARE DIMENSIONED TO CENTERLINE OF ROUGH OPENING,
UNLESS OTHERWISE NOTED (UON).
4. REPETITIVE FEATURES ARE NOT DRAWN IN THEIR ENTIRETY AND SHALL BE
COMPLETELY PROVIDED AS IF DRAWN IN FULL.
5. VERIFY SIZE AND LOCATION OF, AND PROVIDE: ALL OPENINGS THROUGH
FLOORS AND PARTITIONS, ACCESS DOORS, FURRING, CURBS, ANCHORS, AND
INSERTS. PROVIDE ALL BASES AND BACKING REQUIRED FOR ACCESSORIES
AND FOR ELECTRICAL, MECHANICAL, AND OTHER EQUIPMENT.
6. REFER TO MECHANICAL, ELECTRICAL, AND OTHER CATEGORIES OF DRAWINGS
FOR ADDITIONAL NOTES.
7. ADJACENT IN-LINE PARTITIONS OF DIFFERENT TYPES SHALL BE CONSTRUCTED
SUCH THAT EXPOSED FINISH SURFACES ARE FLUSH AND CONTINUOUS.
8. ALL OPENINGS NOT DIMENSIONED ARE 6" FROM INSIDE CORNER OF ADJACENT
INTERSECTING WALL OR CENTERED IN THE WALL IN WHICH THEY OCCUR.
9. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, U.O.N.
GRID LINE
(E) ITEMS TO REMAIN.
(E) WALLS/PARTITIONS TO REMAIN.
1
SECOND FLOOR - ENLARGED RESTROOM PLANS
34
THIRD FLOOR - ENLARGED RESTROOM DEMOLITION PLAN 1/2"=1'-0"1/2"=1'-0"
1/2"=1'-0"
SECOND FLOOR - ENLARGED RESTROOM DEMOLITION PLAN
05
(E) RESTROOM ACCESSORIES.06
01
AD01-A17
Date
01.29.16
EDA Award Number
File Number
Regulatory Agency Approval
Project No.
_____
06185
_____
Drawing No
Architect Seal
No
Drawing Title
Revisions/Submissions
1290 RIDDER PARK DRIVE
SAN JOSE, CA 95131
Project Title
Key Plan
Date
No. C-23919
REN. 9-30-17
SANTA CLARA COUNTY
OFFICE OF EDUCATION
TENANT IMPROVEMENTS
CONCRETE THICKENED EDGE
EXPANSION JOINT
CONCRETE WALKWAY SECTIONS
6" RAISED CURB[DRAWING TITLE]
[DRAWING TITLE]
[DRAWING TITLE]
26 21
[DRAWING TITLE] X"=X'-0"
27
28
[DRAWING TITLE] X"=X'-0"
22
[DRAWING TITLE] X"=X'-0"
23
[DRAWING TITLE]
16
X"=X'-0"
11
X"=X'-0"
TYPICAL PAVING SECTION
[DRAWING TITLE]X"=X'-0"
17
X"=X'-0"
18
12
X"=X'-0"
13
[DRAWING TITLE]
[DRAWING TITLE]
29
30
[DRAWING TITLE] X"=X'-0"
24
[DRAWING TITLE] X"=X'-0"
25
CONCRETE CURB/GUTTER
CONNECTION TO (E) WALKWAY
X"=X'-0"
19
X"=X'-0"
20
14
15
(E) WHEEL STOP, TYP.
6
DETECTABLE WARNING
1
GROOVING
(E) ISA STRIPING
7
8
(E) ACCESSIBLE PARKING SIGNAGE
2
ISA SIGNAGE
3
ACCESSIBLE PARKING
ACCESSIBLE PARKING
9
10
THRESHOLD, TYP.
4
DETAILS
A12.10
1" = 1'-0"
TRUNCATED DOMES, TYP.
RECESS BASE
AT LANDING
SURROUNDING
PEDESTRIAN SURFACE
SECTION
PLAN
2.3" - 2.4"
APART
1.6" - 2.4"
0.45" - 0.47" RADIUS AT TOP.
(E) DOMED MATS W/
RECESSED BASE
(E) TRUNCATED DOME
DETECTABLE WARNING
SURFACE.
0.9" - 0.92" RADIUS AT BASE.
1'-5"
3/4" = 1'-0"
(E) 2" Ø GALV. STEEL TUBE
(E) REFLECTORIZED SIGN PANEL
CONSTRUCTED OF 16GA. GALV. STL. WITH
PORCELAIN ENAMEL FIN. WHITE
INTERNATIONAL SYMBOL OF ACCESSIBILITY
ON A BLUE BACKGROUND. THE BLUE COLOR
SHALL BE EQUAL TO COLOR NO. 15090 IN
FEDERAL STANDARD 595a. LETTERING NO
LESS THAN 1" HIGH AND STATES THE
FOLLOWING: "PARKING ONLY"
VAN ACCESSIBLE
ONLY
PARKING
MINIMUM FINE
$250
(E) "MINIMUM FINE $250" AT ALL ACCESSIBLE
PARKING STALL SIGNS. SIGN W/ LETTERING
NO LESS THAN 1" HIGH.
(E) "VAN ACCESSIBLE" FOR VAN SPACE(S)
ONLY. SIGN W/ LETTERING NO LESS THAN 1"
HIGH
(E) FINISH SURFACE
(E) CONC. FOOTING
SECTIONELEVATION
1'-0"1'-0"
+ 60" A.F.F.
3/32" RAISED GRAPHIC IN WHITE,
OVER BLUE BACKGROUND
1
1
2
" = 1'-0"
NOTE:
1. REFER TO 24/- FOR
ADDITIONAL INFORMATION
6"=1'-0"
LEVEL OF FINISH FLOOR
MATERIAL
DOOR BOTTOM SEAL
DOOR AND FRAME
L
C
LOCATE CHANGES
TO FLOORING
MATERIAL TYPE
UNDER CENTERLINE
OF DOOR
** 3/8" MAX. AT SINGLE
DOOR, 1/4" MAX. AT
PAIR OF DOORS
EXPANSION ANCHOR, SPACE
ACCORDING TO MANUF.
PRE-DRILLED HOLE LOCATIONS
FRAME DEPTH
DOOR THRESHOLD,
SET IN CONTINUOUS
BED OF SEALANT
1/8" = 1'-0"
1/8" = 1'-0"
(E) 5'-0"
WALKWAY
(E) 36" SQUARE ISA PAINTED
SYMBOL PER DETAIL 7/-
(E) 4" WIDE WHITE
STRIPE, TYP.
(E) PRECAST
CONCRETE WHEEL
STOP, REFER TO
DETAIL 6/- TYP.
POST MOUNTED ISA SIGN
PER DETAIL 2/-, TYP.
12" MIN. HIGH WHITE
LETTERS, TYP.
ACCESS AISLE
MARKED BY A
BORDER W/ 4" WIDE
BLUE STRIPE
STRIPES PAINTED AT
36" MAX O.C., 4" WIDE
WHITE (HATCHING)
(E) 9'-0" MIN.
STALL WIDTH
TYP.
(E) 5'-0"
AISLE
(E) 6" RAISED CURB
6" RAISED CURB, REFER TO
DETAIL 11/-
GRROVING, REFER TO
DETAIL 8/-
(E) 8'-0"
AISLE, TYP.
12" MIN. HIGH WHITE
LETTERS, TYP.
ACCESS AISLE
MARKED BY A
BORDER W/ 4" WIDE
BLUE STRIPE, TYP.
STRIPES PAINTED AT 36"
MAX O.C., 4" WIDE WHITE
(HATCHING), TYP.
(E) 36" SQUARE ISA PAINTED
SYMBOL PER DETAIL 7/-
(E) 4" WIDE WHITE STRIPE, TYP.
(E) PRECAST
CONCRETE WHEEL
STOP, REFER TO
DETAIL 6/- TYP.
POST MOUNTED ISA SIGN
PER DETAIL 2/-, TYP.
GRROVING, REFER TO
DETAIL 8/-
6" RAISED CURB,
REFER TO DETAIL 11/-
DETECTABLE
WARNING,
REFER TO
DETAIL 1/-.
DETECTABLE WARNING,
REFER TO DETAIL 1/-, TYP.
(E) 6'-0"
WALKWAY
(E) 9'-0" MIN.
STALL WIDTH
TYP.
48"
MIN.
48" MIN. TYP.
2% MAX LANDING
1
1
2
" = 1'-0"
(E) 3'-0" LONG PRECAST
CONCRETE BUMPER, TYP
(E) #4 X 24" REBAR; DRIVE TOP
SURFACE FLUSH W/ BUMPER.
2 PER BUMPER.
(E) ASPHALT PAVING
1" = 1'-0"
NOTE:
1. GRID IS PROVIDED TO INDICATE PROPORTIONS ONLY & ARE NOT TO APPEAR
AS PART OF SYMBOL.
2. OUTLINE THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" IN WHITE ON BLUE
BACKGROUND. THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" SHALL BE
LOCATED SO THAT IT IS VISIBLE TO A TRAFFIC ENFORCEMENT OFFICER WHEN
A VEHICLE IS PROPERLY PARKED IN THE SPACE.
(E) BLUE FIELD
COLOR SHALL BE
EQUAL TO COLOR
NO. 15090 IN
FEDERAL
STANDARD 595a.
(E) WHITE PAINTED
SYMBOL
(E) WHITE PAINTED
SYMBOL
(E) 3'-0" ON PAVEMENT
(CBC SEC. 1109A.8.8)
(E) WHITE PAINTED
SYMBOL
6"=1'-0"
3
4
"
TYP
1
4
", TYP.
CONCRETE WALK
12"
NOTE:
1. RAMP SHALL HAVE 12" WIDE BORDER WITH
1
4
" GROOVES
APPROXIMATELY
3
4
" O.C. THE SURFACE OF THE RAMP SHALL HAVE A
TRANSVERSE BROOMED SURFACE TEXTURE ROUGHER THAN THE
SURROUNDING SIDEWALK.
1/2" = 1'-0"
REFER TO 1/A1.10
2% MAX SLOPE
LINE OF WALK BEYOND
A
CONCRETE WALKWAY AT ACCESSIBLE LANDING
B
CONCRETE WALKWAY
14
-
13
-
19
-
NOTES:
1. REFER TO DETAIL 18/- FOR
ADDITIONAL INFORMATION.
1
1
2
" = 1'-0"
1
1
2
" = 1'-0" 1
1
2
" = 1'-0"
R1"
EXPANSION JOINT
6"
R1/2"
SLOPE CURB 1/8" TO FRONT
8"
2% MAX SLOPE
3
4
"
R1"
6"
R1/2"
3
4
"
SLOPE CURB 1/8" TO FRONT
R1/2"
(2) #4 CONT.
#4 AT 18" O.C.
12"
NOTE:
1. REFER TO DETAIL 18/- FOR
ADDITIONAL INFORMATION.
NOTE:
1. REFER TO DETAIL 18/- FOR
ADDITIONAL INFORMATION.
NOTE:
1. REFER TO DETAIL 18/- FOR
ADDITIONAL INFORMATION.
CONCRETE
CONCRETE/AC PAVING AGGREGATE BASE SUBGRADE
AC PAVING
THICKNESS BASE REBAR
4"
3"
8" CLASS II
6"
#4 AT 18"
O.C.E.W.
-
N.T.S.
3"
CLR.
1
1
2
" = 1'-0"
9"
9" AZTEC SPEED DOWEL
SLEEVE ONE END
#4 REBAR
AT 18" O.C.
JOINT SEALANT
1
2
"
EXPANSION JOINT CAP
ASPHALT IMPREGNATED
FIBERBOARD
EXPANSION JOINT W/
SEALANT (N.T.S.)
1
1
2
" = 1'-0"
6"1'-6"
(E) WALKWAY
DOWEL #4 REBAR AT 12" O.C.
INTO (E) WALKWAY. EMBED 6"
MIN., SET IN SIMPSON ET22
EPOXY, ICBO #4945
WALKWAY
NOTES:
1. CONCRETE TO HAVE MIN. STRENGTH OF 3000 PSI AFTER 28 DAYS
2. EXPANSION JOINTS (DETAIL15/-)
2.1. TO BE PROVIDED:
2.1.1. AT EACH POINT OF TANGENCY OF THE CURB
2.1.2. AT EACH COLD JOINT
2.1.3. AT EACH SIDE OF INLET STRUCTURES
2.2. MATERIAL TO BE PRE-MOLDED, ASPHALTIC IMPREGNATED,
NON-EXTRUDED, WITH A THICKNESS OF 1/4"
3. CONSTRUCTION JOINTS
3.1. SPACING TO BE NOT MORE THAN 15'-0"
3.2. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1/2"
NOTES
1, 2, 3
-
01
AD01-A18
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
DETAILS
AS SHOWN
AD01-A19
A12.30
01
02.12.16
4
PARTITION TYPE
1
1
2
" = 1'-0"
1
3-5/8" MTL. STUD FRAMING AT
16" O.C. SLAB TO UNDERSIDE
OF FINISHED CEILING
(1) LAYER - 5/8" GYPSUM BOARD
INTERIOR
INTERIOR
(1) LAYER - 5/8" GYPSUM BOARD
WALL FINISH, REFER TO
FINISH SHEDULE
WALL FINISH, REFER TO FINISH
PLANS AND INTERIOR ELEVATIONS
1A
SIMILAR TO 1,
EXCEPT 5/8" TYPE 'X'
GYP. BD.
1-HR RATED
ASSEMBLY -
UL DESIGN No. U432
01
01
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
DETAILS
AS SHOWN
AD01-A20
A12.30
01
02.12.16
DRINKING FOUNTAIN ALCOVE CEILING
14
01
1-1/2" = 1'-0"
NOTES:
1. REFER TO DETAIL 4/- FOR ADDITIONAL INFORMATION.
CEILING FRAMING,
6" METAL STUDS AT 16" O.C. W/
5/8" TYPE 'X' GYP. BD. EA. SIDE
(UL DESIGN No. U432)
GYPSUM BOARD
METAL STUD
WALL, TYP.
METAL STUD
WALL, TYP.
(E) METAL STUD
WALL, TYP.
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
DETAILS
AS SHOWN
AD01-A21
A12.30
01
02.12.16
FURRING AT RESTROOM WALL
15
01
1
1
2
" = 1'-0"
(E) WALL AND
FRAMING TO REMAIN
REMOVE (E) CERAMIC
TILES FROM WALL TO
BE FURRED
METAL STUD
FURRING
5/8" GYPSUM
BOARD
CERAMIC TILE
WALL FINISH
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
DETAILS
AS SHOWN
AD01-A22
A12.30
01
02.12.16
EXIT
3
4
"
5
5
8
"
ROUTE
1" = 1'-0"
NOTES:
1. ALL SIGN LETTERING TO BE HELVETICA MEDIUM.
2. CUSTOM SIGN COLOR TO MATCH 'BLACK FOREST
GREEN - 903' BY SIGNS OF SUCCESS, INC.
3. CUSTOM TEXT COLOR TO MATCH 'ASH - 214' BY
SIGNS OF SUCCESS, INC.
4. BRAILLE TO CONFORM WITH CBC SECTION
11B-703.3. MOUNT PLAQUE ON LATCH SIDE OF
DOOR. INSIDE THE ROOM / SPACE. PLACE ON
RIGHT WALL AT PAIRS OF DOORS.
3
4
"
+60" MAX
A.F.F.
+48" MIN
A.F.F.
CALIFORNIA
GRADE 2 BRAILLE
SECTION
RAISED TACTILE
CHARACTER,
1/32" MIN., TYP.
EXIT ROUTE SIGNAGE
18
01
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
DETAILS
AS SHOWN
AD01-A23
A12.30
01
02.12.16
STEEL MOUNTING BRACKET,
PROVIDE (3) # 12 SMS
33" MIN. A.F.F.
36" MAX. A.F.F.
1 1/2" Ø GRAB BAR
WALL FINISH, MATCH (E)
ADJACENT.
BLOCKING, SEE DETAIL 11/-
(E) WALL FRAMING
1 1/2"
3"=1'-0"
GRAB BAR ANCHORAGE
21
01
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
DETAILS
6" = 1'-0"
AD01-A24
A12.30
01
02.12.16
5/8"ØEXPANSION ANCHOR
3" MIN. EMBEDMENT, TYP.
FINISH FLOOR
LEVELING PLATE
3/8" DIA. THREADED ROD W/
WASHERS AND NUTS
BOTTOMLESS
PARTITION SHOE
STILE
TOILET PARTITION
SHOE RETAINER
INTERIOR WALL FINISH,
MATCH (E) ADJACENT
METAL STUD BLOCKING, SEE
DETAIL 11/-
#14 S.M.S., TYP.
TOILET PARTITION
DOUBLE EAR PARTITION
MOUNTING BRACKET
PLAN VIEW - METAL STUDS
(E)METAL STUD WALL
FRAMING
SECTION
3" = 1'-0"TOILET PARTITION ANCHORAGE
22
01
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
DETAILS
HALF
AD01-A25
A12.30
01
02.12.16
24
01
N.T.S.
1'-0"
1'-0"
9"
STAFF
EQ.
4"
EQ.
C
L
1'-0"
7"
CALIFORNIA
CONTRACTED
GRADE 2
BRAILLE TEXT.
TEXT TO READ
AS SHOWN ON
SIGN FOR EACH
CONDITION,
TYP.
RAISED LETTER
(1/32" MIN.), TYP.
CHARACTER HEIGHT
5/8" MIN. - 2" MAX., TYP.
(E) TOILET ROOM DOOR
SIGNAGE
DOOR FRAME
PER SCHEDULE
DOOR PER SCHEDULE, OR (E)
WHERE OCCURS
LEVER
SIGNAGE, MOUNTED ON
LEVER SIDE OF DOOR.
EQUILATERAL
TRIANGLE SIGN
1/4" THICK PLASTIC
EQUILATERAL TRIANGLE
SUPERIMPOSED OVER 1/4"
THICK CIRCLE.
A. UNISEX TOILET ROOM SIGN
TEXT AT UNISEX TOILET TO READ "STAFF"
B. TEXT AT BOYS TOILET TO READ "BOYS"
TEXT AT MENS TOILET TO READ "MEN"
C. TEXT AT GIRLS TOILET TO READ "GIRLS"
TEXT AT WOMENS TOILET TO READ "WOMEN"
CENTERLINE
OF SIGN
WOMEN
MEN
MEN
WOMEN
STAFF
STAFF
SIGNAGE GUIDELINES
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
DETAILS
AS SHOWN
AD01-A26
A12.30
01
02.12.16
01
26
3/4" = 1'-0"
4'-0"
18"
30" x 48"
CLEAR AND LEVEL
ACCESSIBLE HEIGHT
DRINKING FOUNTAIN
ACCESSIBLE DRINKING FOUNTAIN
SANTA CLARA COUNTY OFFICE OF
SANTA CLARA COUNTY OFFICE OF EDUCATION
EDUCATION - TENANT IMPROVEMENTS
No. C-23919
REN. 9-30-17
1290 RIDDER PARK DRIVE, SAN JOSE, CA 95131
ADDENDUM NO.
SHEET NO.
REFERENCE SHEET
SCALE
06175
DATE
PROJECT NO.
PLAN CHECK #
16-102111
DETAILS
AS SHOWN
AD01-A27
A12.30
01
02.12.16
01
27
3/4" = 1'-0"
6"
MIN.
8"
MIN.
18" MIN.
19" MAX.
FINISHED FLOOR
LINE OF WALL
LINE OF ALCOVE WALL BEYOND
ACCESSIBLE DRINKING FOUNTAIN
259
130 SF
LOUNGE
261
35 SF
STORAGE
260
160 SF
MENS'
RESTROOM
262
192 SF
WOMENS'
RESTROOM
351
130 SF
LOUNGE
354
160 SF
MENS'
RESTROOM
356
192 SF
WOMENS'
RESTROOM
357
78 SF
STORAGE
355
35 SF
STORAGE
353
282 SF
CORRIDOR
4
C
C
4
Date
12.11.15
EDA Award Number
File Number
Regulatory Agency Approval
Project No.
_____
06185
_____
Drawing No
Architect Seal
No
Drawing Title
Revisions/Submissions
1290 RIDDER PARK DRIVE
SAN JOSE, CA 95131
Project Title
Key Plan
Date
No. C-23919
REN. 9-30-17
SANTA CLARA COUNTY
OFFICE OF EDUCATION
TENANT IMPROVEMENTS
PLUMBING
ENLARGED
PLANS