BLDG_4_-_Mail_Services_Remodel_Bid_Set_2026-10-05.pdf

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SITE MAP (NTS)REGIONAL MAP (NTS)

BUILDING 4

WALNUT, CA 91789

1100 N. GRAND AVENUE

MT. SAN ANTONIO COLLEGE

FOR

PROJECT TITLE

SCOPE OF WORK DESCRIPTION - MT. SAC - BUILDING 4 PROJECT

• PROJECT INCLUDES, BUT IS NOT LIMITED TO DEMOLITION OF EXISTING INTERIOR

WALLS, POST BOXES, CEILING AND FLOORING. REMODEL INCLUDES NEW ROOM

DESIGN WITH NEW DOOR, CEILING GRID AND PANELS, LIGHTS, FLOORING AND

PAINT. MODIFIED ELECTRICAL, MECHANICAL AND FIRE SPRINKLER DESIGN AS

REQUIRED BY NEW NEW FLOOR PLAN/FURNITURE PLACEMENT ETC.

SHEET INDEX

GENERAL

G1.0 PROJECT DATA SHEET

G1.1 SPECIFICATIONS

G1.2 SPECIFICATIONS

G1.3 SYMBOLS & ABBREVIATIONS

A1.0 BUILDING 4 OVERALL SECOND FLOOR PLAN

A2.0 ENLARGED DEMOLITION 2ND FLOOR PLAN

A2.1 ENLARGED REMODEL 2ND FLOOR PLAN

A3.0 ENLARGED DEMOLITION 2ND FLOOR RCP PLAN

A3.1 ENLARGED REMODEL 2ND FLOOR RCP PLAN

A4.0 ENLARGED REMODEL FURNITURE PLAN

A5.0 DETAILS

A5.1 DETAILS

A5.2 DETAILS

ARCHITECTURAL

APPLICABLE CODES

§ PART 1 2025 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, TITLE 24 C.C.R.

§ PART 2 2025 CALIFORNIA BUILDING CODE, TITLE 24 C.C.R.

(2021 INTERNATIONAL BUILDING CODE OF THE INTERNATIONAL CODE COUNCIL, WITH CALIFORNIA

AMENDMENTS)

§ PART 3 2025 CALIFORNIA ELECTRICAL CODE, TITLE 24 C.C.R.

(2020 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA)

§ PART 4 2025 CALIFORNIA MECHANICAL CODE, TITLE 24 C.C.R.

(2021 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND

MECHANICAL OFFICIALS, IAPMO)

§ PART 5 2025 CALIFORNIA PLUMBING CODE, TITLE 24 C.C.R.

(2021 UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND

MECHANICAL OFFICIALS, IAPMO)

§ PART 6 2025 CALIFORNIA ENERGY CODE, TITLE 24 C.C.R

§ PART 9 2025 CALIFORNIA FIRE CODE, TITLE 24 C.C.R.

(2021 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL)

§ PART 10 2025 CALIFORNIA EXISTING BUILDING CODE, TITLE 24 C.C.R.

(2021 INTERNATIONAL EXISTING BUILDING CODE OF THE INTERNATIONAL CODE COUNCIL, WITH

AMENDMENTS)

§ PART 11 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN CODE), TITLE 24 C.C.R.

§ PART 12 2025 CALIFORNIA REFERENCED STANDARD CODE, TITLE 24 C.C.R.

PARTIAL LIST OF APPLICABLE STANDARDS

2022 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CHAPTER 35

• NFPA 13 AUTOMATIC SPRINKLER SYSTEMS (CALIFORNIA AMENDED) 2025 EDITION

• NFPA 14 STANDPIPE SYSTEMS (CALIFORNIA AMENDED) 2019 EDITION

• NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2021 EDITION

• NFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS 2021 EDITION

• NFPA 20 STATIONARY PUMPS 2025 EDITION

• NFPA 24 PRIVATE FIRE SERVICE MAINS (CALIFORNIA AMENDED) 2025 EDITION

• NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE (CA AMENDED)

(NOTE: SEE UL STANDARD 1971 FOR '' VISUAL DEVICES'') 2025 EDITION

• NFPA 80 FIRE DOOR AND OTHER OPENING PROTECTIVE 2025 EDITION

• NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS 2023 EDITION

• NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS

(CALIFORNIA AMENDED) 2025 EDITION

REFERENCE CODE SECTION FOR NFPA STANDARDS-2025 CBC (SFM) CHAPTER 35.

SEE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS.

CONSTRUCTION DOCUMENTS

E-001 GENERAL NOTES, SYMBOL LIST & SHEET INDEX

E-002 ELECTRICAL SPECIFICATION

E-003 SINGLE LINE DIAGRAM & PANEL SCHEDULE

E-004 LIGHT FIXTURE SCHEDULE AND CUT SHEET

E-100 OVERALL SITE PLAN

E-101 POWER & LIGHTING PLANS - DEMOLITION

E-201 POWER & LIGHTING PLANS - NEW

E-301 NORMAL & EMERGENCY PHOTOMETRICS

E-401 TITLE 24 DOCUMENTATION

ELECTRICAL P2S

M0.1 NOTES, LEGEND & ABBREVIATIONS

M0.2 SHEET SPECIFICATIONS

M2.0 ENLARGED DEMOLITION 2ND FLOOR PLAN

M2.1 ENLARGED REMODEL 2ND FLOOR PLAN

M5.1 DETAILS

MECHANICAL P2S

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BID PACKAGE

S P E C I F I C A T I O N S

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

REFER TO Districts STANDARD CONSTRUCTION PROVISIONS.

DIVISION 01 - GENERAL REQUIREMENTS

REFER TO Districts STANDARD CONSTRUCTION PROVISIONS.

Submittals are required as follows:

1. Submit Product Data and, if applicable, Manufacturers' Installation

Instructions for all products and materials at completion of project.

2. Submit Shop Drawings for all products and materials requiring job-specific fabrication. Submit countertop, trash cart and toilet partition shop drawings.

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 41 19 SELECTIVE DEMOLITION

A. DEFINITIONS

1. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or removed and reinstalled.

2. Remove and Salvage: Carefully detach from existing construction, in a manner to prevent damage, and deliver to Districts ready for reuse.

3. Remove and Reinstall: Detach items from existing construction, prepare for reuse, and reinstall where indicated.

4. Existing to Remain: Existing items of construction that are not to be permanently removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

B. GENERAL

1. Districts will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Districts's operations will not be disrupted.

2. Notify District Representative of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

3. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

a. Hazardous materials will be removed by Districts before start of the Work.

b. If suspected hazardous materials are encountered, do not disturb; immediately notify District Representative and Districts.

Hazardous materials will be removed by Districts under a separate contract.

4. Storage or sale of removed items or materials on-site is not permitted.

5. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

a. Maintain fire-protection facilities in service during selective demolition operations.

6. Comply with ANSI/ASSE A10.6 and NFPA 241.

7. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to District Representative.

C. UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

1. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

2. Existing Services/Systems to Be Removed, Relocated, or

Abandoned: Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished.

a. Building manager will arrange to shut off indicated services/systems when requested by Contractor.

b. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.

c. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and components indicated to be removed.

d. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.

e. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material.

f. Equipment to Be Removed: Disconnect and cap services and remove equipment.

g. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational.

h. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Districts.

i. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material.

j. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material.

3. Refrigerant: Remove refrigerant from mechanical equipment to be selectively demolished according to 40 CFR 82 and regulations of authorities having jurisdiction.

D. SELECTIVE DEMOLITION

1. Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

a. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain.

b. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

c. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.

d. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

e. Dispose of demolished items and materials promptly.

2. Removed and Salvaged Items:

a. Clean salvaged items.

b. Pack or crate items after cleaning. Identify contents of containers.

c. Store items in a secure area until delivery to Districts.

d. Transport items to Districts's storage area designated by Districts.

e. Protect items from damage during transport and storage.

3. Removed and Reinstalled Items:

a. Clean and repair items to functional condition adequate for intended reuse.

b. Pack or crate items after cleaning and repairing. Identify contents of containers.

c. Protect items from damage during transport and storage.

d. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

4. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by District Representative, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete.

5. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Districts's property, remove demolished materials from Project site.

6. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

DIVISION 05 - METALS

SECTION 05 50 00 METAL FABRICATIONS

A. STEEL

1. Shapes: ASTM A36/A36M.

2. Bars: ASTM A108.

3. Plate: ASTM A283.

4. Hollow structural sections: ASTM A500, Grade B.

5. Pipe: ASTM A53/A53M, Grade B.

B. ACCESSORIES

1. Anchor Bolts: ASTM A307.

2. Standard Bolts: ASTM A307, Grade A.

3. Primer Paint: SSPC Paint 15, Type 1, red oxide.

4. Non Shrink Grout: Premixed, consisting of non-metallic aggregate, cement, water reducing and plasticizing agents; minimum 7,000 PSI compressive strength at 28 days.

5. welding Materials: AWS D1.1, type required for materials being welded.

C. FABRICATION

1. Fit and shop assemble items in largest practical sections, for delivery to site.

2. Fabricate items with joints tightly fitted and secured.

3. Grind exposed joints flush and smooth with adjacent finish surface.

Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius.

4. Exposed Mechanical Fastenings: Flush countersunk screws or bolts, unobtrusively located, consistent with design of component except where specifically noted otherwise.

5. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise.

6. Conceal fastenings where possible.

7. Welding to conform to AWS D1.1.

8. Use welds for permanent connections where possible.Grind exposed welds

9. Tack welds prohibited on exposed surfaces.

10. Cap open ends of tubes and seal weld. Wherever practical, weld connections all around. Seal seams that cannot be practically welded with joint sealer.

11. Shop Painting:

a. Shop prime steel surfaces except Surfaces to be welded.

b. Surface preparation: SSPC Method SP2 - Hand Tool Cleaning or

Method SP3 - Power Tool Cleaning.

c. Application: One coat; follow coating manufacturer's instructions.

d. Minimum dry film thickness: 2.0 mils.

D. INSTALLATION

1. Install items in accordance with approved Shop Drawings.

2. Install components plumb, level, and rigid.

3. Field Welding: AWS D1.1. Grind and fill exposed welds; finish smooth and flush.

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 07 92 00 JOINT SEALANTS

A. MATERIALS

1. Joint Sealant Type 1: General Purpose

a. ASTM C920, Grade NS, single component silicone type, non sag.

b. Movement capability: Plus or minus 50 percent.

c. Color(s): To be selected from manufacturer's full color range.

2. Joint Sealant Type 2: Wet Areas

a. ASTM C920, Grade NS, single component silicone, non sag, mildew resistant.

b. Movement capability: Plus or minus 25 percent.

c. Color(s): To be selected from manufacturer's full color range.

3. Primers, Bondbreakers, and Solvents: As recommended by sealant manufacturer.

4. Joint Backing:

a. ASTM C1330, closed cell polyethylene foam, preformed round joint filler, non absorbing, non staining, resilient, compatible with sealant and primer, recommended by sealant manufacturer for each sealant type.

b. Size: Minimum 1.25 times joint width.

B. INSTALLATION

1. Install sealants and accessories in accordance with ASTM C1193.

2. Install joint backing to maintain required sealant dimensions.

Compress backing approximately 25 percent without puncturing skin.

Do not twist or stretch.

3. Use bondbreaker tape where joint backing is not installed.

4. Fill joints full without air pockets, embedded materials, ridges, and sags.

5. Tool sealant to smooth profile.

DIVISION 08 - OPENINGS

SECTION 08 14 16 FLUSH WOOD DOORS

A. WDMA I.S.1A.

1. Construction: Typical doors shall be PC-5, fire rated doors shall be

FPC-PP-5 or FD-xxPP-5

2. Aesthetic Grade: Premium.

3. Performance Duty Level: Heavy Duty.

4. Machine doors at factory to receive specified hardware.

5. Fire Door and Frame Construction: Conform to UL 10C.

6. Installed Fire Rated Door and Frame Assemblies: Conform to NFPA

80.

B. FINISH

1. High-Pressure Decorative Laminate (HPDL): ANSI/NEMA LD 3 and

ANSI A161.2. Design, colors, surface finish and texture, and locations shall be as scheduled in Section 09 06 00. Plastic laminate type and nominal minimum thickness for casework components shall be Grade VGS.

SECTION 08 80 00 GLAZING

A. REGULATORY REQUIREMENTS AND PERFORMANCE CRITERIA

1. Identification

a. Each lite of glazing shall bear permanent manufacturer's or fabricator's mark designating type and thickness, readable from inside of building after installation.

1) Markings may be acid etched, sand blasted, ceramic fired, or laser etched in the glass, in the lower left or lower right corner.

2) Identification of insulating glass units may be on the spacer if clearly readable.

b. In addition, permanent identification of each piece of safety glazing shall include the manufacturer or installer's certification that it meets the requirements for safety glazing.

c. Each lite of fire-rated glazing shall also include in its permanent identification the rating, identification of the rating/listing agency, and test standard used.

B. MATERIALS

1. Safety Glass: ASTM C1048, Kind FT fully tempered, Condition A uncoated, Type 1 transparent glass, Class 1 Clear, Quality-Q3 Glazing Select, 1/4 inch thick minimum.

2. Fire-Protection-Rated Glazing

a. Fire-Protection-Rated Glazing, General: Listed and labeled by a testing agency acceptable to authorities having jurisdiction, for fire-protection ratings indicated, based on testing according to NFPA 252 for door assemblies and NFPA 257 for window assemblies.

b. Monolithic Ceramic Glazing: Clear, ceramic flat glass; 3/16-inch nominal thickness.

1) Use where fire protection rating, but not safety glazing, is required.

2) Products: Subject to compliance with requirements, provide one of the following:

a) Nippon Electric Glass Co., Ltd. (distributed by Technical Glass Products); Standard FireLite

b) Safti First; SuperLite C/P

c) Schott North America, Inc.; Pyran Star

d) Vetrotech Saint-Gobain; SGG Keralite FR-R

c. Film-Faced Ceramic Glazing: Clear, ceramic flat glass; 3/16-inch nominal thickness; faced on one surface with a clear glazing film;

complying with testing requirements in 16 CFR 1201 for Category II materials.

1) Use where both fire protection rating and safety glazing are required.

2) Products: Subject to compliance with requirements, provide one of the following:

a) Nippon Electric Glass Co., Ltd. (distributed by Technical Glass Products); Standard FireLite NT

b) Safti First; SuperLite C/SP

c) Schott North America, Inc.; Pyran Star F

d) Vetrotech Saint-Gobain; SGG Keralite FR-F

C. INSTALLATION

1. Comply with GANA Glazing Manual and IGMA Glazing Guidelines, approved shop drawings, and manufacturer's instructions.

2. Gasket Glazing (Dry)

a. Cut compression gaskets to lengths recommended by gasket manufacturer to fit openings exactly, with allowance for stretch during installation.

b. Insert soft compression gasket between glass and frame or fixed stop so it is securely in place with joints miter cut and bonded together at corners.

c. Installation with Drive-in Wedge Gaskets: Center glass lites in openings on setting blocks and press firmly against soft compression gasket by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at corners and work toward centers of openings.

Compress gaskets to produce a weathertight seal without developing bending stresses in glass. Seal gasket joints with sealant recommended by gasket manufacturer.

d. Installation with Pressure-Glazing Stops: Center glass lites in openings on setting blocks and press firmly against soft compression gasket.

Install dense compression gaskets and pressure-glazing stops, applying pressure uniformly to compression gaskets. Compress gaskets to produce a weathertight seal without developing bending stresses in glass. Seal gasket joints with sealant recommended by gasket manufacturer.

Install gaskets so they protrude past face of glazing stops.

DIVISION 09 - FINISHES

SECTION 09 05 61 Common Work Results for Flooring Preparation

A. PRODUCTS

1. Provide a 100% solids, 2-component epoxy moisture control treatment at all floors scheduled to receive hydraulic cement underlayment, adhered flooring, or acoustic underlayment.

2. Warranty

a. Manufacturer shall warrant system to maintain moisture vapor emission rate, relative humidity, and pH within specified limits for not less than ten (10) years from the date of Certified Completion.

b. Manufacturer's warranty shall include all materials and labor to repair or replace concrete slab, damaged floor coverings, and any other construction or Districts's property damaged due to slab failure or resultant mold growth.

3. Acceptable Manufacturers

a. Ardex Engineered Cements, Aliquippa, PA.

b. Bostik Inc, Wauwatosa, WI.

c. CHEMREX div of BASF Construction Chemicals, Shakopee, MN.

d. Düraamen Engineered Products Inc, New York, NY.

e. KÓSTER American Corporation, Virginia Beach, VA.

f. MAPEI Americas, Deerfield Beach, FL.

g. Maxxon Corporation, Hamel, MN.

h. Miracote div of Crossfield Products Corp, Rancho Dominguez, CA.

i. ProSpec div of Bonsal American Inc, Charlotte, NC.

B. EXAMINATION OF SUBSTRATE BEFORE APPLICATION

1. Calcium Chloride and RH Probe test requirements:

a. Provide anhydrous calcium chloride tests according ASTM F 1869 protocols.

1) Only conduct calcium chloride tests at the same temperature and humidity expected during normal use. If this is not possible, then the test conditions should be 75°F +/-10°F and 50% (+/-10%) relative humidity. Maintain these conditions 48 hours prior to and during testing. Water vapor transmission levels are directly affected by ambient room temperature and readings conducted without a sustained ambient temperature are NOT acceptable.

b. Provide RH Probe Tests according to ASTM F 2170 protocols.

c. Provide test results with a marked up floor finish plan showing test results. Provide a written clarification on status of the ambient air temperature and humidity before and during the testing procedures.

2. Test for concrete deficiencies and contaminates such as un-reacted water-soluble silicates, chlorides, A.S.R. (alkali-silica reaction), oil contamination, etc. This testing should be performed using standard coring methods. Also, the history of the slab installation should be reviewed. Concrete should conform to ACI Committee 201 Report “Guide to Durable Concrete.”

3. All new and existing concrete slabs, including slabs-on-grade and suspended slabs, that are scheduled to receive adhered floor coverings, shall be treated regardless of test results; pre-treatment testing is for the manufacturer's and applicator's use in determining the necessary coverage rate.

a. Slab areas not requiring testing or treatment include areas scheduled for the following flooring types:

1) Sealed exposed concrete.

2) Depressed slabs to receive mortar-bed tiling, unless an acoustic underlayment is used below the mortar bed.

4. If pre-application test results indicate variations in the slab conditions among different areas, the coverage rate for the entire slab shall be determined based on the highest moisture area.

C. APPLICATION

1. Prepare slab and apply floor treatment in accordance with manufacturer's instructions.

D. POST-APPLICATION TESTING

1. Perform ASTM F 710 and F 1869 to determine pH between 7 and 8, and MVER

3 lbs or less.

2. Perform ASTM F 2420 to determine RH of 75% or less.

SECTION 09 06 00 Schedules FOR Finishes

Part 1 - GENERAL

1.01 summary\-\-

A. Section Includes partial list of project finishes.

1.02 PRODUCT OPTIONS

A. Products identified in this Section represent the basis of design and quality required for this Project.

1. To use an unnamed product, make a request for substitution following procedures in Division 01 requirements for substitutions.

2. Products proposed as substitutions shall have at least 10 comparable installations that have been in place for 5 years, minimum, and remain in satisfactory condition.

1.03 SUBMITTALS

A. Product Data: as specified in respective Section of this Manual. For proposed substitutions, accompany product data of proposed substitution with product data of specified material.

B. Samples: as specified in respective Section of this Manual. For proposed substitutions, accompany sample of proposed substitution with sample of specified material.

Part 2 - PRODUCTS - Not Used

Part 3 - EXECUTION - Not Used

3.02 schedule of interior FINISHES

**** Note: deep and vivid colors are available as custom integral colors for an additional cost.

A. 09 51 00 - Acoustical Ceiling - Lay-in

AC1: Panel

a. Manufacturer: Armstrong.

b. Style: Ultima High NRC.

c. profile: Tegular Fine Texture.

d. Item number: 1943.

e. Color: White (WH)

f. Size: 24" x 48" x 7 8".

g. Grid: Prelude XL

h. Size: 15/16”

j. Color: White

A. 09 65 13 - Resilient Base

9. B1:

a. Manufacturer: Johnsonite

b. Color: Bed Rock TA6

c. Size: 4"

d. Location" Throughout scope of work

Environmental Fact: SCS FloorScore certified, CHPS certified, Adhesive VOC 33g/L.

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S P E C I F I C A T I O N S

A. 09 90 00 - Painting and Coating:

1. PS1: Field Color

a. Manufacturer: Sherwin Williams

b. Color: SW 7008 Alabaster

c. Sheen: Eggshell

d. Note: Accent Color see plans for locations.

2. PS2: Accent Color

a. Manufacturer: Sherwin Williams

b. Color: SW 7586 Stolen Kiss

c. Sheen: Eggshell

3. PS3:

a. Manufacturer: Sherwin Williams

b. Color: TBD

c. Sheen: TBD

d. Note: Additional Accent Color see plans for locations.

4. PS4:

a. Manufacturer: Sherwin Williams

b. Color: TBD

c. Sheen: TBD

d. Note: Interior Windows and Frames.

5. PS5:

a. Manufacturer: Sherwin Williams

b. Color: TBD

c. Sheen: TBD

d. Note: Interior Doors and Frames.

Environmental Fact: ASTM E84 Class A. Meets MPI #52, 52 X-Green. 145 and 145 X-Green. Meets LEED, CHPS, Green Seal GS-11

2010. VOC 0 g/L.

SECTION 09 22 16 NON-STRUCTURAL METAL FRAMING

B. MATERIALS

4. Steel: ASTM A1003/1003M, ASTM A123 Class G40 hot dip galvanized.

C. COMPONENTS

1. Provide components in accordance with ASTM C645.

2. Studs: Non-load bearing rolled steel, channel shaped, punched for utility access.

3. Top and Bottom Runners: Same material and finish as studs, channel shaped.

C. ACCESSORIES

1. Fasteners: 3/8 inch long pan head screws.

D. INSTALLATION

1. Install in accordance with ASTM C754 and manufacturer's instructions.

SECTION 09 29 00 GYPSUM BOARD

A. Materials

1. Fire Resistant Gypsum Board: ASTM C1396, Type X; 48 inches wide x 5/8 inch thick, maximum practical length, tapered edge

B. Accessories

1. Provide tape, compounds, trim, and other accessories as required for a complete installation.

C. Installation

1. Install interior panels and accessories in accordance with ASTM

C754, GA-216, and manufacturer's instructions.

2. Use Type X (fire-rated core) gypsum board unless indicated otherwise.

D. Finishing

1. Gypsum board finish shall be to the following levels as defined by

GA-214:

a. Plenum areas above ceilings - Level 1.

b. Substrate for tile, tackable wall panels, tackboards and markerboards - Level 2.

c. Areas receiving heavy textured paint - Level 3.

d. Areas receiving vinyl wall covering, texture finish or light textured flat paint - Level 4.

e. All Areas receiving non-textured, flat, egg-shell, gloss or semi-gloss paint - Level 5. Backroll application of sealer. Level 5 requires a thin skim coat of joint compound, or a material manufactured especially for this purpose, shall be applied to entire surfaces. Surfaces shall be smooth and free of tool marks and ridges.

SECTION 09 51 13 ACOUSTICAL PANEL CEILINGS

A. SUSPENSION GRID SYSTEM:

1. Metal suspension systems shall be qualified by current Evaluation Report from ICC-ES under AC368.

2. Main runners shall be classified as heavy duty in accordance with ASTM C 635.

3. Main and cross runners shall be inverted T-shape, double web, roll formed from minimum 0.018-inch-thick cold-rolled steel sheet, prepainted, or from galvanized steel sheet.

4. Provide manufacturer's standard edge moldings that fit acoustical panel edge details and suspension systems indicated and that match width and configuration of exposed runners unless otherwise indicated.

a. Edge moldings shall not be less than 2 inches wide.

5. Accessories

a. Hanger Wire: ASTM A 641, Class 1 zinc coating, soft temper, size(s) to comply with requirements of ASCE/SEI 7 Section 13.5.6, ASTM C 636, and ASTM E 580, as applicable, but not less than 0.106 inch

b. Anchors: Fabricated from corrosion-resistant materials with holes or loops for attaching wire hangers and capable of sustaining, without failure, a load equal to 5 times that imposed by construction as determined by testing according to ASTM E

488 by an independent testing agency.

c. Miscellaneous Accessories: Manufacturer's standard accessory items including, but not limited to, support angles, corner caps, access angles, and moldings required for complete installation

B. ACOUSTICAL PANELS

1. Refer to section 09 06 00 Schedules for Finishes for size, style, pattern, and color shall match existing.

C. INSTALLATION

1. Install in accordance with ASTM C 636 and ASTM E 580 as modified by CBC, and manufacturer's instructions.

2. Minimize panels less than one half size.

3. Install molding around perimeters and abutting surfaces. Miter molding at exterior corners; cut flanges and bend web to form interior corners.

4. Space hanger wires maximum 48 inches on center. Install additional hangers where required to support light fixtures and ceiling supported equipment.

5. Do not suspend hangers directly from metal deck. Attach steel channel horizontally to adjacent framing members; place hanger at regular spacing.

6. Hang suspension system independent of walls, columns, ducts, pipes, and conduit.

7. Where ducts or other equipment prevent regular spacing of hangers:

a. Reinforce nearest related hangers to span extra distance, or:

b. Suspend steel channel horizontally beneath duct or equipment; place hanger at regular spacing.

8. Install main tees at maximum 48 inches on center.

9. Install cross tees to form modules as indicated. Lock cross tees to main tees.

10. Support ends of tees on flange of perimeter molding.

11. Place acoustical panels with edges resting flat on suspension grid.

12. Cutting Acoustic Units:

a. Cut to fit irregular grid and perimeter edge trim and around penetrations.

b. Locate cuts to be concealed.

c. Cut and field paint exposed edges of reveal edge units to match factory edge.

13. Where required for fire rated assemblies, place hold down clips over cross tees at mid-point of each module.

14. At fire-rated assemblies, form trapezoidal, five sided box of acoustical panels cut to size over each light fixture; conform to UL requirements.

Installation Tolerances: Ceilings level to 1/8 inch in 12 feet measured in any direction.SECTION

09 65 13 RESILIENT BASE AND ACCESSORIES

A. MATERIALS

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the

Work include, but are not limited to, the following:

a. Burke Industries, San Jose, CA

b. Johnsonite, Chagrin Falls, OH

c. Roppe, Fostoria, OH

d. Or approved equal

2. Rubber Base: ASTM F 1861, Type TS (rubber, vulcanized thermoset), Group I (solid, homogeneous), Cove (base with toe), Straight (flat or toeless), or Butt to (fit-to-floor) as appropriate for flooring type, 0.125 inch minimum thickness, 4 inch height unless indicated otherwise.

a. Provide pre-formed inside and outside corner and end pieces.

b. Resilient Accessories: Provide rubber cap for cove carpet, cap for cove resilient floor covering, carpet bar for tackless installations, carpet edge for glue-down applications, reducer strip for resilient floor covering, joiner for tile and carpet, transition strips, and other accessories as indicated and as required for complete installation of flooring.

B. INSTALLATION

1. Comply with manufacturer's written instructions for installing resilient base.

2. Apply resilient base to walls, columns, pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required.

3. Install resilient base in lengths as long as practicable without gaps at seams and with tops of adjacent pieces aligned.

4. Tightly adhere resilient base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates.

5. Do not stretch resilient base during installation.

6. On masonry surfaces or other similar irregular substrates, fill voids along top edge of resilient base with manufacturer's recommended adhesive filler material.

7. Preformed Corners: Install preformed corners before installing straight pieces.

Resilient Accessories: Butt to adjacent materials and tightly adhere to substrates throughout length of each piece. Install reducer strips at edges of carpet and resilient floor covering that would otherwise be exposed.

SECTION 09 91 00 PAINTING

A. MATERIALS

1. MPI Standards: Provide products that comply with MPI standards indicated and that are listed in its "MPI Approved Products List."

2. Material Compatibility:

a. Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.

b. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.

B. INTERIOR PAINT SYSTEMS

1. Steel Substrates

a. Prime Coat: Primer, rust-inhibitive, water based MPI #107.

b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat.

c. Topcoat: Latex, interior, institutional low odor/VOC, sheen as indicated.

1) Semi-gloss (Gloss Level 5), MPI #147.

2. Galvanized-Metal Substrates

a. Prime Coat: Primer, galvanized, water based, MPI #134.

b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat.

c. Topcoat: Latex, interior, institutional low odor/VOC, sheen as indicated.

1) Semi-gloss (Gloss Level 5), MPI #147.

3. Aluminum (Not Anodized or Otherwise Coated) Substrates

a. Prime Coat: Primer, quick dry, for aluminum, MPI #95.

b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat.

c. Topcoat: Latex, interior, institutional low odor/VOC, sheen as indicated.

1) Semi-gloss (Gloss Level 5), MPI #147.

4. Gypsum Board and Plaster Substrates

a. Prime Coat: Primer sealer, interior, institutional low odor/VOC, MPI #149.

b. Intermediate Coat: Latex, interior, institutional low odor/VOC, matching topcoat.

c. Topcoat: Latex, interior, institutional low odor/VOC, sheen as indicated.

1) Eggshell (Gloss Level 3), MPI #145.

2) Semi-gloss (Gloss Level 5), MPI #147.

C. EXAMINATION

1. Test shop applied primer for compatibility with subsequent coatings.

2. Measure moisture content of surfaces using electronic moisture meter. Do not apply coatings unless moisture content of surfaces are below following maximums:

a. Gypsum board and plaster: 12 percent.

D. PREPARATION

1. Protect adjacent and underlying surfaces.

2. Remove electrical plates, hardware, light fixture trim, escutcheons, and fittings prior to preparing surfaces or finishing.

3. Correct defects and clean surfaces capable of affecting work of this section.

4. Seal marks that may bleed through surface finishes with shellac.

5. Impervious Surfaces: Remove mildew by scrubbing with solution of trisodium phosphate and bleach. Rinse with clean water and allow to dry.

6. Gypsum Board:

a. Fill minor defects with filler compound. Spot prime defects after repair.

7. Galvanized Steel: SSPC Method SP1 - Solvent Cleaning.

8. Aluminum: SSPC Method SP1 - Solvent Cleaning.

9. Uncoated Ferrous Metals:

a. SSPC Method SP2 - Hand Tool Cleaning or Method SP3 - Power

Tool Cleaning.

b. Spot prime paint after repairs.

10. Shop Primed Ferrous Metals:

a. SSPC Method SP2 - Hand Tool Cleaning or Method SP3 - Power

Tool Cleaning.

b. Feather edges to make patches inconspicuous.

c. Prime bare steel surfaces.

11. Existing Surfaces:

a. Remove loose, flaking, powdery, and peeling paints.

b. Lightly sand glossy painted surfaces.

c. Fill holes, cracks, depressions and other imperfections with patching compound; sand flush with surface.

d. Remove oil, grease, and wax by scraping; solvent wash and thoroughly rinse.

e. Remove rust by wire brushing to expose base metal.

E. APPLICATION

1. Apply primer or first coat immediately after surface preparation is complete to prevent recontamination.

2. Do not apply finishes to surfaces that are not dry.

3. Apply coatings to minimum dry film thickness recommended by manufacturer.

4. Apply each coat of paint slightly darker than preceding coat unless specified otherwise.

5. Apply coatings to uniform appearance without laps, sags, curtains, holidays, and brush marks.

6. Allow applied coats to dry before next coat is applied.

7. Sand between coats on interior metal surfaces.

8. Match final coat to approved color samples.

9. Where clear finishes are specified, tint fillers to match wood. Work fillers into grain before set. Wipe excess from surface.

10. Mechanical and Electrical Components:

a. Paint factory primed equipment.

b. Remove unfinished and primed louvers, grilles, covers, and access panels; paint separately.

c. Paint exposed and insulated pipes, conduit, boxes, ducts, hangers, brackets, collars, and supports unless factory finished.

d. Do not paint name tags or identifying markings.

e. Paint exposed conduit and electrical equipment in finished areas.

11. Do not Paint:

a. Surfaces indicated on Drawings or specified to be unpainted or unfinished.

b. Surfaces with factory applied finish coat or integral finish.

c. Architectural metals, including brass, bronze, stainless steel, and chrome plating.

DIVISION 10 - SPECIALTIES

SECTION 10 14 00 SIGNAGE

A. GENERAL

1. Mt. SAC Sign Program, Interior Signage. The information within these specifications must be used in conjunction with the documentation provided in the Mt. SAC Sign Program for Interior Signage. Note that the sequencing of the sign types within this specifications document correlates with the organization of the sign types currently used in the documentation provided pursuant to the Mt. SAC Sign Program for interior signage.

B. SIGN TYPES

1. Identification

a. ADA Room Identification Panel, wall mounted.

1) Provide sign panel from painted acrylic sheet with digital print copy and raised copy and Grade 2 Braille bonded to surface of panel.

2) Mount sign panel directly to wall with VHB tape and silicone adhesive.

3) Locate sign panel at strike side of room entry door, where possible.

4) Maintenance room number identification panel, mounted to door frame.

5) Provide sign panel from painted acrylic sheet with direct digital print number.

6) Mount panel directly to frame above door with VHB tape and silicone adhesive.

2. Regulatory:

a. Restrictive or warning regulatory panel, mounted to wall or door.

1) Provide sign panel from painted acrylic sheet with 1/8 inch radius corners and with direct digital print copy and pictograph.

2) Mount panel directly to wall or door with VHB tape and silicone adhesive.

A. MATERIALS

1. Acrylic Sheet:

a. Basis of Design Product: Subject to compliance with requirements, provide Plexiglas acrylic sheet as manufactured by Acrylite or product by one of following meeting or exceeding performance requirements of

Basis of Design product:

1) U. S. Plastics.

b. General: ASTM C 13449, Appendix X1, Type II (coated, mar-resistant, UV-stabilized polycarbonate), with coating on both sides.

2. Very High Bond Foam and Transfer Tape:

a. Basis of Design Product: Subject to compliance with requirements, provide VHB Acrylic Foam Tape, and VHB Isotac Tape as manufactured by 3M.

3. High Performance Graphic Film Graphics:

a. Subject to compliance with requirements, provide product by one of following named manufacturers or equal product meeting or exceeding performance requirements of a named manufacturer.

1) 3M; Scotchcal and Scotchlite Film.

2) Arlon.

b. General: UV-resistant high performance graphic film of nominal thickness indicated, with pressure-sensitive, permanent adhesive on back or face, as required for first and second surface installations; die cut to form characters or images as indicated and suitable for exterior applications.

B. FABRICATION

1. Provide manufacturer's standard sign assemblies according to requirements indicated.

C. INSTALLATION

1. Review documents checking conditions and dimensions indicated and to identify number of units and locations of Project signage.

a. Sign locations indicated on Drawings are for reference only. Exact locations shall be field verified with Owner's Representative prior to installation.

2. Install interior signage using installation methods indicated and in accordance with manufacturer's written instructions.

a. All signs must be produced by authorized manufacturers and installed by Union sign companies where required. For the State of California, work may only be completed by C-45 licensed installers.

b. Signs shall be installed only after securing proper permits and complying with local ordinances. Should a variance be required, the installation shall be placed on hold until such a time that proper authorization is granted.

c. Installation work shall be performed in accordance with OSHA standards (Occupational Safety and Health Administration). Equipment shall be operated in a safe manner, with safe clearances between the work area and any nearby utilities.

d. Disposal of material shall be performed in accordance with prevailing environmental laws and governmental agencies.

e. Installation contractor shall not erect damaged signs or components.

Shipping damage shall be reported to the manufacturer and repair or replacement made prior to installation.

f. Installation work shall be performed in accordance with OSHPD standards, and certain facilities may require coordination and approval of OSHPD inspection.

g. Install signage level, plumb, and at locations and heights indicated, with sign surfaces free of distortion and other defects in appearance.

h. Install signs so they do not protrude or obstruct, in accordance with applicable accessibility standards.

i. Prior to installation, verify that sign components are clean and free of materials or debris that could impair installation.

j. Remove temporary protective coverings and strippable films as signs are installed. Restore adjacent building surfaces damaged during interior signage installation to original condition.

Divisions 11-48 - REFER TO EQUIPMENT, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS AND SCHEDULES ocorrea5

NEW(N)

BLKG. BLOCKING

CONCRETE

WATER COOLER

"ELECTRIC, ELECTRICAL"

FIBERGLASS REINFORCED

FIRE EXTINGUISHER

FIN. FINISH

GYP. BD.

HDBD.

HVAC

INSUL.

HOR.

INCL

INT.

JAN.

HW

HDW

HGT.

H.C.

H.B.

H.M.

HORIZONTAL

JANITOR

INSULATION

"INCLUDE, INCLUSIVE"

HOT WATER

INTERIOR

HARDWARE

HEIGHT

HOLLOW CORE

GYPSUM BOARD

HOLLOW METAL

HOSE BIBB

HARDBOARD

F.R.P.

FLUOR.

FURR.

GALV.

FURN.

GB.

GLB

GL

GYP.

G.I.

GA.

GAR.

F.S.

FTG.

FL

FLG.

GLUE LAMINATED BEAM

GYPSUM

GAUGE

GRAB BAR

GALVANIZED

GARAGE

GALVANIZED IRON

GLASS

FLUORESCENT

FINISHED SLAB

FLOOR

FLOORING

FURRING

FURNISH

FOOTING

EXIST. (E)

F.E.C.

F.O.F.

F.O.M.

F.O.C.

F.O.B.

F.O.S.

FHC

FDN.

FAB.

FD

F.E.

F.O.

F.G.

EXT.

FA

FIRE HOSE CABINET

FOUNDATION

FACE OF MASONRY

FACE OF CONCRETE

FACE OF FINISH

FACE OF STUDS

FACE OF BLOCK

FABRICATE

EXISTING

EXTERIOR

FIRE EXTINGUISHER

FACE OF

FINISHED GRADE

FIRE ALARM

FLOOR DRAIN

D.S.P.

DIAG.

DIA.(Ø)

ELECT.

EQUIP.

ELEV.

E.F.

EQ.

EST.

EL

E.J

DR.

EA.

E.A.

DN

DIM.

EXHAUST FAN

EQUAL

ESTIMATE

EQUIPMENT

ELEVATION

EXPANSION JOINT

ELEVATOR

DRY STANDPIPE

EXPANSION ANCHOR

DIAMETER

DIAGONAL

DIMENSION

DOOR

EACH

DOWN

COL.

CORR.

CONTR.

CONST.

CONT.

CONC.

DEPT.

CTSK.

DEMO

D.

D.F.

D/W

DBL.

D.S.

DBL.

DET.

CTR.

DEEP, DEPTH

DRINKING FOUNTAIN

DOUBLE

DISHWASHER

DOWN SPOUT

DEPARTMENT

DOUBLE

DETAIL

DEMOLITIION

CENTER

CORRIDOR

CONTRACTOR

COUNTERSUNK

CONSTRUCTION

CONCRETE

COLUMN

CONTINUOUS

C.I.P.

CLKG.

CNTR.

CEM

C.O.

CMU

CLR.

CL

CLG.

CLO.

C.J.

C.T.

CAB

BM.

C.B.

CER.

CEMENT

CLOSET

CEILING

CENTERLINE

CAULKING

CLEAN OUT

COUNTER

CLEAR

CERAMIC

CERAMIC TILE

CABINET

CAST IN PLACE

CONTROL JOINT

CATCH BASIN

BEAM

PLASTERPLAST.

PVC

PSF

PSI

PTN.

P.T.D.

PREFAB.

PLUMB.

PLYWD.

PORC.

POLYVINYLCLORIDE

PREFABRICATED

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PAPER TOWEL DISPENSER

PARTITION

PLUMBING

PLYWOOD

PORCELAIN

PERF.

P.I.P.

PH

PERP.

P.LAM.

OPP.

OPNG.

P.L.

OFF.

O.I.

O.C.

O.F.C.I.

N.I.C.

N.T.S.

NO.

NOM.

PROPERTY LINE

PLASTIC LAMINATE

PERPENDICULAR

POURED IN PLACE

PERFORATED

PANIC HARDWARE

OPPOSITE

OPENING

NOT TO SCALE

ORNAMENTAL IRON

NOT IN CONTRACT

ON CENTER

OFFICE

NUMBER

NOMINAL

AGGR.

ARCH.

ASPH.

ANOD.

ALUM.

A.F.F.

ADJA.

B.U.R.

BLDG.

B.O.

BD.

AVG.

BLK.

B.M.

ALT.

AHU

ASPHALT

AVERAGE

BENCH MARK

BOARD

BUILDING

BOTTOM OF

BUILT UP ROOFING

BLOCK

ABOVE FINISHED FLOOR

AGGREGATE

ANODIZED

ALTERNATE

ALUMINUM

ARCHITECTURAL

AIR HANDLER UNIT

ADJACENT

A.C.T.

ACOU.

A/C

ADJ.

A.D.

ABV.

A.C.

ACOUSTIC TILE CEILING

ACOUSTIC

ADJUSTABLE

AREA DRAIN

AIR CONDITIONING

ASPHALT CONCRETE

ANCHOR BOLT

ABOVE

MEMB.

MISC.

MIR.

MTL.

MUL

MFG.

MIN.

MFR.

MAX.

MAS.

MAT'L

MECH.

M.B.

M.C.

M.O.

LTG.

MANUFACTURING

MISCELLANEOUS

MANUFACTURER

MIRROR

METAL

MULLION

MEMBRANE

MINIMUM

MACHINE BOLT

MASONRY OPENING

MEDICINE CABINET

MECHANICAL

MASONRY

MATERIAL

MAXIMUM

LIGHTING

LT.

LAM

L.R.

LAV

KIT.

JST.

LIVING ROOM

LAVATORY

LAMINATE

LIGHT

KITCHEN

JOIST

MASONRY UNIT

PANEL

CABINET

ELECTRIC DRINKING EWC

ACC ACCESSIBLE

NATURAL GRADEN.G.

M.A.R.C. MATH ACTIVITIES RESOURCE CENTER

P.O.C POINT OF CONNECTION

PCC PORTLAND CEMENT CONCRETE

O.F.O.I.

ABBREVIATIONS

URINAL

WT.

W.I.

W.S.P.

YD.

W/O

WD.

W/

WCT

W/C W.H.

VEST.

VERT.

VCT

V.I.F.

WEIGHT

WROUGHT IRON

WET STAND PIPE

YARD

WITHOUT

WOOD

WITH

WATER CLOSET

WATER HEATER

VINYL COMPOSITION TILE

VERIFY IN FIELD

VERTICAL

WAINSCOT

VESTIBULE

TEL.

U.O.N.

TRANS.

TYP.

UR.

TH.

THK.

THRU

THD.

T.O.S.

T.O.W.

T.V.

T.S.

T.O.F.

T.O.J.

T.O.M.

T.O.C.

TELEPHONE

TRANSFORMER

UNLESS OTHERWISE NOTED

TYPICAL

THRESHOLD

THROUGH

THREADED

THICK

TOP OF JOIST

TOP OF STEEL

TOP OF CURB

TOP OF WALL

TOP OF MASONRY

TOP OF FOOTING

TELEVISION OUTLET

TUBE STEEL

REQ'D

SANITARY NAPKIN RECEPTACLE

SCHEDULESCHED.

SYS.

T & G T.O.

T.O.B.

SYM

STRL.

SUSP.

STOR.

SPKR.

S.F.

SQ. IN.

STC

STL.

SIM.

SHT'G.

SPECS

STRUCTURAL

SYMMETRICAL

TOP OF BEAM

TONGUE AND GROOVE

TOP OF

SYSTEM

SUSPENDED

STORAGE

SQUARE FEET

SOUND TRANSMISION CLASS

SQUARE INCHES

SPECIFICATIONS

SPEAKER

STEEL

SHEATHING

SIMILAR

S.D.

S.S.

S.N.R.

S.N.D.

SLDG.

S.D.

SL.

SECT.

SHR.

R.O.

S.C.

S.C.D.

R.H.

REV.

RESIL.

RM

SMOKE DETECTOR

SANITARY NAPKIN DISPENSER

STAINLESS STEEL

SOAP DISPENSER

SLIDING

SECTION

SHOWER

SLOPE

ROUGH OPENING

SEAT COVER DISPENSER

SOLID CORE

ROBE HOOK

REQUIRED

REVISION

RESILIENT

ROOM

R.

R.D.

RAD.

REINF.

REF

QTY.

Q.T.

REFRIGERATOR

ROOF DRAIN

REINFORCED

RADIUS

RISER

QUARRY TILE

QUANTITY

R.C.P. REFLECTED CEILING PLAN

1. GENERAL CONDITIONS 7. FIRE PROTECTION REQUIREMENT

12. ASBESTOS CONTAINED MATERIAL (ACM)

11. DOOR HARDWARE

6. MATERIAL TO BE RELOCATED

10. CLEAN-UP

9. EXTENT OF DEMOLITION

8. PROTECTION OF WORK AND PROPERTY

5. MEASUREMENTS

4. FINISHES

3. AS-BUILT DRAWINGS

2. SHOP DRAWINGS AND SUBMITTALS

GENERAL NOTES SYMBOLS

WALL TYPE

GRADE BREAK

ELEVATION DATUM

MATCH LINE

FLUSH FINISH

EXIT SIGN

ELEVATION DATUM

REFERENCE ELEVATION

FINISHES, ETC.

NEW TO EXISTING, DIFFERENT

SIGN FACES

GRID LINES:

DESIGNATES SIDE

CHANGE OF PLANE,

GRID LINE LETTER OR NUMBER

EXTERIOR CORNER, ETC.

CENTERLINE OF COLUMNS,

N

GRID LINE REFERENCE

KEYNOTE REFERENCE

DOOR SYMBOL

REVISION DESIGNATION

ROOM DESIGNATION

DETAIL REFERENCE

DETAIL REFERENCE

WALL

SECTION REFERENCE

EXTERIOR ELEVATION

BUILDING

REFERENCE

SECTION REFERENCE

REFERENCE

INTERIOR ELEVATION

ORIENTATION REFERENCE

ROOM NUMBER

SHEET NUMBER

DOOR TAG

KEYNOTE NUMBER

ROOM NAME

DETAIL NUMBER

ROOM NUMBER

SHEET NUMBER

REVISION NUMBER

OR AREA BEING DETAILED

SECTION CUT LINE

SECTION NUMBER

SHEET NUMBER

& DIRECTIONAL TAIL

& DIRECTIONAL TAIL

SHEET NUMBER

DETAIL NUMBER

CUT LINE TO ACTUAL ITEM

OR AREA BEING DETAILED

SECTION NUMBER

SECTION CUT LINE

SHEET NUMBER

ELEVATION NUMBER

SHEET NUMBER

DIRECTION OF ELEVATION

NORTH ARROW

DIRECTION OF ELEVATION

DOOR #

ocorrea5

BUILDING 4 OVERALL SECOND FLOOR PLAN 1

ocorrea5

ENLARGED DEMOLITION 2ND FLOOR PLAN 1

ENLARGED REMODEL 2ND FLOOR PLAN 1

ENLARGED DEMOLITION 2ND FLOOR RCP PLAN 1

8'-0" ocorrea5

ENLARGED REMODEL 2ND FLOOR RCP PLAN 1

8'-0" ocorrea5

ENLARGED REMODEL FURNITURE PLAN 1

TYPICAL STEEL TRACK BACKING 1 1/2"=1'-0"

600T200-54 (6" x16GA MIN)

BACKING (RUN PAST 3

STUDS MIN AND AT

LEAST 1 STUD EA SIDE

OF CONNECTION POINT),

COPE FLANGES AT

STUDS

(3)-#10 SMS

AT EA STUD

CONNECTION POINT

(SMS) PER DETAIL

(LOCATIONS VARY

PER CONFIG OF

ATTACHED

ACCESSORIES)

STEEL STUD PER

PLAN OR

FRAMING ELEV

(16GA MIN), TYP

IDENTIFICATION SIGNAGE (BY SIGN VENDOR) 1"=1'-0"

1/8" THICK PHOTOPOLYMER SIGN PANEL

W/ TACTILE AND BRAILLE COPY.

PANEL COLOR: WHITE

COPY COLOR: GRAY

ROOM SIGNAGE (EXIT SIGNAGE SIM.)A B MOUNTING HEIGHT

ROOM SIGN, MOUNTED TO WALL ADJACENT

TO THE LATCH SIDE OF ENTRY DOOR.

A

SIGN LETTERING SHALL BE PLACED

AT LEAST 5/8" IN HEIGHT. BRAILLE SHALL

BE PLACED AT 3/8" - 1/2" BELOW TACTILE

COPY AND SHALL CONSIST OF CALIFORNIA

CONTRACTED GRADE 2 BRAILLE.

SEE DETAIL

A5.0

2"

7" TYP.

NOTE:

1. WHERE THERE IS NO WALL SPACE AT THE

LATCH SIDE OF A SINGLE DOOR OR AT THE

RIGHT SIDE OF DOUBLE DOORS, SIGNS

SHALL BE LOCATED ON THE NEAREST

ADJACENT WALL.

2. GENERAL CONTRACTOR TO PROTECT IN

PLACE ALL EXISTING ROOM SIGNAGE.

NOTE:

NIGC BY OTHERS

TACTILE SIGNAGE/BRAILLE REGULATIONS NTS

6. BRAILLE: CALIFORNIA CONTRACTED GRADE 2 BRAILLE

SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN

OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL

BE 1/10 INCH (2.54mm) ON CENTER IN EACH CELL WITH 3/10 INCH (5.08mm) SPACE BETWEEN CORRESPONDING

DOTS IN ADJACENT CELLS (MEASURED FROM THE

FIRST COLUMN OF DOTS IN THE FIRST CELL TO THE

FIRST COLUMN OF DOTS IN THE SECOND CELL). DOTS

SHALL RAISED A MIN. OF 1/40 INCH (0.635mm) ABOVE

THE BACKGROUND.

1. TACTILE SIGNAGE SHALL COMPLY W/ CBC 11B-703 &

ADAAG ARTICLE 4.30.

2. CHARACTER TYPE: CHARACTERS ON SIGNS SHALL BE

RAISED 1/32 INCH (0.794mm) MIN. AND SHALL BE SANS

SERIF UPPERCASE CHARACTERS ACCOMPANIED BY

GRADE 2 BRAILLE (SEE NOTE 6 BELOW).

3. CHARACTER SIZE: RAISED CHARACTERS SHALL BE A

MIN. OF 5/8" (15.9mm) AND A MAX. OF 2 INCHES (51mm)

HIGH.

4. FINISH AND CONTRAST: CONTRAST BETWEEN

CHARACTERS, SYMBOLS AND THEIR BACKGROUND

MUST BE 70% MIN. AND HAVE A NON-GLARE FINISH.

5. PROPORTION: CHARACTERS SHALL BE SELECTED

FROM FONTS WHERE THE WIDTH OF THE UPPERCASE

LETTER "O" IS 60% MIN. AND 110% MAX. OF THE HEIGHT

OF THE UPPERCASE LETTER "I".

DISTANCE BETWEEN

CORRESPONDING DOTS

IN ADJACENT CELLS = .30"

DISTANCE BETWEEN

CORRESPONDING DOTS FROM

ONE CELL DIRECTLY BELOW =

.395" MIN. TO .40" MAX.

DISTANCE BETWEEN DOTS

IN THE SAME CELL = .10"

(VERTICAL OR

HORIZONTAL)

BRAILLE DOT DIAMETER = .059" MIN. TO .063" MAX.

ROUNDED OR DOMED DOT (ACCEPTABLE)

SQUARE DOT (NOT ACCEPTABLE)

.059" MIN.

.063" MAX.

NOTE:

NIGC BY OTHERS

TYP. ACCESSORY MOUNTING HEIGHTS 1"=1'-0"

LIGHT

SWITCH

POWER

OUTLET

TELEPHONE

OR DATA

OUTLET

JUNCTION

BOX

SWITCH @

DOOR OR

CASED OPENING

8"

TYP.

METAL STUD FRAMING NOTES NTS

WALL TYPES 1 1/2"=1'-0"

+ 0'-0" A.F.F.

FINISH FLOOR

SEE CEILING PLAN

FINISH CEILING

(E) UNDERSIDE

OF DECK

EXISTING FLOORING

5/8" TYPE 'X' GYP. BD. EA. SIDE OF MTL. STUD, TYP.

PARTITION WALL STUD

ACOUSTICAL INSULATION FULL HEIGHT OF WALL

3"=1'-0"BASE 3"=1'-0"

EXISTING CONCRETE

SLAB OVER METAL DECK

1/4" FACE OF CONCRETE

TO START OF GYP. BD. TYPICAL

ACOUSTICAL SEALANT @ WALLS

W/ ACOUSTICAL INSULATION OR

FIRE STOPPING AT RATED WALLS

1 1/2" FL. TRACK - WIDTH AND

GAUGE TO MATCH STUDS, U.N.O.

BASE PER FINISH SCHEDULE

TYP. BOTH SIDES

"HILTI" X-U (0.157 X 3/4") LOW-VELOCITY

POWDER ACTUATED FASTENER (PAF)

PER ICC ESR-2269 INSTALLED @ 16"

O.C. TYP. & 8" O.C. FOR WALLS WITH

CASEWORK

ACOUSTICAL BATT INSULATION

TYP. (WHERE REQUIRED)

WALL TYPE PER PLANS

#10 S.M.S. EA. SIDE @ EA. STUD,

TYP.

3"=1'-0"TOP TRACK 3"=1'-0"

STUD WALL

WIDTH PER PLAN

(E) FLUTED METAL DECK

WITH CONC. FILL

MINERAL WOOL 4 PCF

COMPRESSED 33% IN FLUTE

FRAMING SCREW AT CENTER OF SLOTS

CEMCO FAS TRACK WITH INTUMESCENT

5/8" TYPE 'X' GYP. BD. EA. SIDE

METAL STUD

PERPENDICULAR TO DECK

TYPICAL STEEL FASTENERS

PER

FIRE / SMOKE SEAL

STUD WALL

WIDTH PER PLAN

TYPICAL STEEL FASTENERS

PER

(E) FLUTED METAL DECK WITH CONC. FILL

FRAMING SCREW…