Farmers Executive Fitness Wilshire Blvd LA CA

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PROJECT

FARMERS INSURANCEHOME OFFICE - ANNEX 2 - LOS ANGELES, CA4750 WILSHIRE BLVD, SECOND FLOORLOS ANGELES, CA 90010

FARMERSINSURANCEFITNESSCENTER

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ARCHITECTURERMT.COM

908 BROADWAY 6TH FLOORKANSAS CITY MO 64105

816.842.1878816.842.1292

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DATE

SHEET NUMBER

All rights reserved. No part of this document may bereproduced or utilized in any form without the prior writtenauthorization of Rees Masilionis Turley Architecture, LLC.

c 2010 Rees Masilionis Turley Architecture, LLC

DECEMBER 10, 2010

PROJECT NUMBER

MARK DATE DESCRIPTION

2010309.010

I have prepared the drawings and assumeresponsibility for the sheets numbered with an "A" prefixfor the project named below.

Other drawings and specifications attached for theabove-mentioned project have been by and are theresponsibility of the licensed engineer whose stamp andfirm appear on that sheet.

The architect is not responsible for the design ofthe mechanical, electrical, plumbing, civil, landscaping,structural, signage (not specified), fire sprinkler or firesuppression systems; and does not take responsibility forthe compliance of these areas with the laws of the abovegovernmental entities. The architect is not responsible formaterials, components or equipment, as well as themethod in which they are installed on the project byothers. The architect is not hired or responsible forcertification, during construction or upon completion ofconstruction. The architect is not responsible forimproper operation due to faulty installation or productfailure during construction or after completion ofconstruction when operation has begun by the landlord ortenant.

The licensed professional whose stamp appears onsheets other than those specifically noted above shall beresponsible for those items in paragraph three.

MATTHEW MASILIONIS - ARCHITECTCALIFORNIA # C-29101

COVER SHEET

RC

MM/MP

A001

ARCHITECTRICHARD CLARKREES MASILIONIS TURLEY908 BROADWAY6TH FLOORKANSAS CITY, MO 64105816.842.1292816.842.1878 [email protected]

ENGINEERDOMINICK RUCERETOBGR ENGINEERS908 BROADWAY2ND FLOORKANSAS CITY, MO 64105816.842.2800816.842.4884 [email protected]

A001 COVER SHEETA011 SPECIFICATIONSA012 SPECIFICATIONSA013 SPECIFICATIONSA014 SPECIFICATIONSA021 SURVEY COPY - REFERENCEA022 SITE PLANS - REFERENCEA031 GENERAL REQUIREMENTSA101 SECOND FLOOR PLAN - SCOPE, EGRESS AND CODEA102 ENLARGED SECOND FLOOR PLAN, SCALE 1/4" = 1'-0"A103 ENLARGED PLANS; DEMO., RCP., FF&E, AND FINISHESA201 ELEVATIONS - INTERIORA202 ELEVATIONS - INTERIORA301 SECTIONSA501 DETAILS - PARTITION TYPESA502 DETAILS - HEAD, JAMB AND SILLA503 DETAILS - SEISMIC CEILINGA601 SCHEDULES AND DOOR TYPES

FP102 SECOND FLOOR PLAN FIRE PROTECTIONP100 BASEMENT PLAN PLUMBINGP101 FIRST FLOOR PLAN PLUMBINGP102 SECOND FLOOR PLAN PLUMBINGP103 THIRD FLOOR PLAN PLUMBINGP200 PLUMBING RISER DIAGRAMSP300 PLUMBING SCHEDULESP301 PLUMBING DETAILS

M102 SECOND FLOOR PLAN DEMOLITIONM202 SECOND FLOOR PLAN MECHANICALM203 THIRD FLOOR PLAN MECHANICALM300 MECHANICAL SCHEDULESM301 MECHANICAL DETAILSM400 TITLE 24M401 TITLE 24

ME100 SPECIFICATIONS - MECHANICAL & ELECTRICALME101 SPECIFICATIONS - MECHANICAL & ELECTRICAL

E100 BASEMENT PLAN DEMOLITIONE102 SECOND FLOOR PLAN DEMOLITIONE202 SECOND FLOOR PLAN POWERE203 THIRD FLOOR PLAN POWERE302 SECOND FLOOR PLAN LIGHTINGE400 SCHEDULES AND DETAILSE500 TITLE 24

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE GOVERNINGLAWS AND CODES, AND IN ACCORDANCE WITH AUTHORITIES HAVINGJURISDICTION.

2. GC TO VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ANYDISCREPANCIES PRIOR TO CONSTRUCTION.

3. CALCULATE AND MEASURE REQUIRED DIMENSIONS. DO NOTSCALE DRAWINGS UNLESS OTHERWISE INDICATED. ALL DIMENSIONSTO BE TAKEN FROM DESIGNATED DATUM POINT. WRITTENDIMENSIONS TAKE PRECEDENCE OVER GRAPHIC REPRESENTATION.DETAIL DIMENSIONS TAKE PRECEDENCE OVER PLAN DIMENSIONS.

4. ALL ITEMS SUPPLIED BY THE OWNER AND INSTALLED BY THECONTRACTOR WILL BE COORDINATED BY THE CONTRACTOR FROMDELIVERY TO INSTALLATION.

5. DIMENSIONS ON DRAWINGS ARE FINISH FACE TO FINISH FACE OFPARTITIONS, COLUMNS, ETC., OR TO WHERE SHOWN, UNLESSOTHERWISE NOTED.

6. THE GENERAL CONTRACTOR (GC, HEREAFTER) UPON SIGNING THEOWNER/GC AGREEMENT, ACCEPTS THE CD (INCLUDING THESEDRAWINGS W/ THE INCLUDED NOTES & DESCRIPTIVE MATERIAL) &AGREES TO EXECUTE THE NECESSARY WORK IN MANNER DESCRIBEDTHEREIN.

A) UPON EXAMINATION / FAMILIARIZATION OF CD & JOB SITEVISIT, ANY DISCREPANCIES, OMISSIONS, AMBIGUITIES AND/ORCONFLICTS NOTED, SHALL BE BROUGHT TO THE ATTENTION OF REESMASILIONIS TURLEY ARCHITECTURE, L.L.C. IN WRITING, FORCORRECTION.

BUILDING CODE: 2007 CBC W/ LA CITY AMENDMENTSELECTRICAL CODE: 2007 CEC W/ LA CITY AMENDMENTSMECHANICAL CODE: 2007 CMC W/ LA CITY AMENDMENTSPLUMBING CODE: 2007 CPC W/ LA CITY AMENDMENTS

USE DESCRIPTION: CORPORATE FITNESS CENTERCONSTRUCTION TYPE: TYPE 1BOCCUPANCY TYPE: B - BUSINESSFULLY SPRINKLED: YESTENANT AREA: 3470 SQUARE FEETOCCUPANCY LOAD: 3470 SQUARE FEET

@ 50 SQ FT / OCCUPANT= 70 TOTAL OCCUPANTS

NO AREA ADDED TO SECOND FLOOR OF EXISTING BUILDING.ADDS 35 PEOPLE TO EXISTING OCCUPANT LOAD FOR 2ND FLOORWITHOUT EGRESS ISSUES.

EXITS REQUIRED: 2EXITS PROVIDED: 2

REFERENCE SHEETS A021, A022, A031 AND A101 FOR ADDITIONALCODE INFORMATION.

B) ANY ELEMENT, WHATSOEVER, REQUIRED BY BUILDING TO BEINCORPORATED IN CONSTRUCTION BUT NOT SPECIFIED IN CD SHALLBE BROUGHT TO ATTENTION OF REES MASILIONIS TURLEYARCHITECTURE, L.L.C. FOR REVIEW/ACTION.

C) NO MODIFICATIONS / REVISIONS / CHANGES SHALL BEUNDERTAKEN UNLESS SPECIFICALLY SO INSTRUCTED ANDAPPROVED BY OWNER.

D) DURING COURSE OF PROJECT, GENERAL CONTRACTORSHALL MAKE EVERY EFFORT TO FULLY INFORM ALL CONCERNEDPARTIES REGARDING DECISIONS/ACTIONS TAKEN WHICH, IN ANY WAY,MIGHT AFFECT ANY SAID CONSTRUCTION CONDITIONS.

7. ALL EXISTING HOLES/CRACKS IN SLAB AND THOSE RESULTINGFROM THE CONSTRUCTION PROCESS SHALL BE FILLED/REPAIREDAND THE SURFACE PATCHED SMOOTH AND LEVEL WITH ADJACENTFLOOR SURFACE, IN A MANNER ACCEPTABLE TO OWNER AND REESMASILIONIS TURLEY ARCHITECTURE, L.L.C..

8. GC SHALL BE RESPONSIBLE FOR FIELD MEASURING OF EXISTINGCONDITIONS PRIOR TO START OF WORK AND DURING CONSTRUCTION,AS NECESSARY, TO ASSURE CONSTRUCTION ADHERENCE TODRAWINGS. BY ENTERING INTO A CONSTRUCTION CONTRACT FORTHIS WORK, GC SHALL INDICATE HIS FAMILIARITY WITH THESITE/FIELD CONDITIONS.

A) ALL "HOLD" DIMENSIONS SHALL BE MONITORED TO ASSURECORRECTNESS.

B) ANY DIMENSION REVISIONS/MODIFICATIONS ARE TO BEBROUGHT TO ATTENTION OF THE ARCHITECT FOR REVIEW/APPROVAL.

9. ALL VERTICAL DIMENSIONS SHALL BE TAKEN FROM "BENCH MARK"OR OTHER SIMILAR GUIDE ESTABLISHED PRIOR TO START OFCONSTRUCTION. HIGH POINTS, LOW POINTS, IRREGULARITIES INFLOOR SLAB, PARTICULARLY, WHICH COULD IN ANY WAY AFFECTFABRICATION/INSTALLATION WORK OF OTHER TRADES OR VENDORS(I.E., CABINET CONTRACTORS), SHALL BE BROUGHT TO THEATTENTION OF THE ARCHITECT.

A) VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1/2" FOR EVERY10'-0" IN EVERY DIRECTION WILL REQUIRE LEVELING OF SLAB BY G.C.LEVELING OF SLAB TO BE DONE AS REQUIRED READY TO RECEIVEFLOOR FINISHES, (I,E, VINYL TILE FLOORS, CARPETING, ETC). G.C. TOVERIFY SLAB CONDITION PRIOR TO BID SUBMISSION AND CONTACTLANDLORD.

10. GC, SUBCONTRACTORS, AND ALL VENDORS ARE TO VERIFY ALLCLEARANCES (CORRIDORS, STAIRS, ELEVATORS, ETC.) REQUIRED FORDELIVERIES AND PASSAGE OF ALL JOB MATERIALS/EQUIPMENT.

11. ALL NECESSARY WOOD BLOCKING / GROUNDS, ETC., ARE TO BESUPPLIED AS FIREPROOFED ELEMENTS. GC SHALL FULLYCOORDINATE SETTING/PLACEMENT OF THESE ELEMENTS ASREQUIRED BY LOCAL CODE/BUILDING OR SURROUNDINGS.

A) GROUND/BLOCKING MAY NOT BE WHOLLY SHOWN ONDRAWINGS AND GOOD CONSTRUCTION PRACTICE SHALLGOVERN/DETERMINE SAID USE WHERE A QUESTION ARISES.

B) GC TO PAY PARTICULAR ATTENTION TO ALL LOCATIONS OFDRYWALL PARTITION CONSTRUCTION THAT ABUT OR RECEIVEMILLWORK OR CABINET WORK CONSTRUCTION. INTERNAL WOODBLOCKING SHALL BE SUPPLIED FOR STURDY ANCHORAGE ATINTERSECTIONS OF WOOD/GLASS BORROWED LIGHT PARTITIONS ANDADJACENT DRYWALL CONSTRUCTION AS REQUIRED.

CLIENT / OWNERZURICH SERVICES OFNORTH AMERICAMARIA CAAMPUED, PMCORPORATE REAL ESTATE4680 WILSHIRE BLVD4TH FLOORLOS ANGELES, CA 90010323.964.8076323.964.8094 f323.386.5229 [email protected]

CONTRACTORTBD BY BID

KEYNOTE

FURNITURE, FIXTURE OR

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

NEW WALL

NEW DOOR

EXISTING DOOR TO BE REMOVED

DATA OUTLET

DATA OUTLET

DATA / PHONE OUTLET

ELECTRICAL PANEL

EMERGENCY LIGHT

FIRE ALARM ANNUNCIATOR PANEL

DATA / PHONE OUTLET

HORN STROBE ALARM

FIRE / HORN / STROBE PULL STATION

DUPLEX OUTLET

QUADPLEX OUTLET

KEYPAD

SPECIALTY OUTLET

QUADPLEX OUTLET

PHONE OUTLET

PHONE OUTLET

ELECTRICAL TRANSFORMER

CAMERA

EXHAUST FAN

THERMOSTAT

STROBE LIGHT

SMOKE DETECTOR

EXIT LIGHT

SPEAKER

SPRINKLER HEAD

FLUORESCENT STRIP LIGHT

CAN LIGHT

CEILING FAN

CAN LIGHT

MECHANICAL SUPPLY GRILL

MECHANICAL RETURN GRILL

CORE DRILL

FLOOR DRAIN

WATER HEATER

GAS METER

LIGHT SWITCH

HORN

EMERGENCY LIGHT

CAN LIGHT

42"

GFI

E

R

220

WALL MOUNTED AT 46" A.F.F.

FIRE ALARM PULL STATIONWALL MOUNTED AT 46" A.F.F.


DIMMER SWITCH

THREE-WAY SWITCH

CABLE OUTLET

JUNCTION BOXFLOOR MOUNTED



FLOOR MOUNTED

FLOOR MOUNTED


FLOOR MOUNTED


FLOOR MOUNTED


WALL MOUNTED

CEILING MOUNTED

CEILING MOUNTED

CEILING MOUNTEDDOUBLE SIDED EXIT LIGHT

WALL MOUNTED

WALL MOUNTED


WALL MOUNTED


INCANDESCENT LIGHTCEILING MOUNTED

INCANDESCENT LIGHTWALL MOUNTED

TRACK LIGHT

FLUORESCENT LIGHT DIRECT/INDIRECT

FLUORESCENT LIGHT

FLUORESCENT LIGHT PARABOLIC LENS

EXISTING DOOR TO REMAIN

TENANT FINISH FOR:

FARMERS INSURANCELOS ANGELES HOME OFFICE - ANNEX 2 - SECOND FLOOR FITNESS CENTER

4750 WILSHIRE BLVD2ND FLOOR

LOS ANGELES, CA 90010

GENERAL NOTES A19 A001 BUILDING LOCATION MAP A07 A001 CODE INFORMATION A01 A001

SHEET INDEX H01 A001

CONTACT INFORMATION A13 A001

OFFICE101

1

1

101

A

A

1

CL

CENTER LINE

COLUMN NUMBER

ELEVATION INDICATOR

DETAIL INDICATOR

DETAIL NUMBER

DOOR NUMBER

X30A101

A101

A1

A2

A3

A4

X30A101

MATCH LINESEE A2/A101

REVISION NUMBER

ROOM NAME AND NUMBER

A SPECIALTY TYPE

DN STAIR DIRECTION INDICATOR

WALL TYPE

WINDOW TYPE






JUNCTION BOX

DUPLEX OUTLETFLOOR MOUNTED

FIRE EXTINGUISHERWALL MOUNTED AT 46" A.F.F.

CARD READERWALL MOUNTED AT 46" A.F.F.

CABLE OUTLETFLOOR MOUNTED

ELECTRICAL METER

ELECTRICAL GENERATOR

ELECTRICAL MOTOR

SPECIALTY OUTLETFLOOR MOUNTED

220 OUTLETWALL MOUNTED AT 18" A.F.F.

220 OUTLETFLOOR MOUNTED

FP

FLUORESCENT LIGHT EMERGENCY

EF

INSTA HOT

WATER METER

EQUIPMENT TYPE

MATCHLINEADJACENT SHEET NUMBER

SHEET NUMBER

INTERIOR ELEVATION NUMBERSHEET NUMBER

INTERIOR ELEVATION NUMBERSHEET NUMBER

EXTERIOR ELEVATION NUMBERSHEET NUMBER

EXTERIOR SECTION NUMBERSHEET NUMBER

BREAK LINE

N

NORTH ARROW

100'-0"

X30A101

INTERIOR SECTION NUMBERSHEET NUMBER

ELEVATION TAG

EP

S

S

S

C

C

CR

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HS

MOTION DETECTORWALL MOUNTED

S

T

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C

EXIT LIGHTWALL MOUNTED

WALL MOUNTEDDOUBLE SIDED EXIT LIGHT

SD

S

IH

SYMBOLS LEGEND H07 A001

EMERGENCY

WALL WASHING

A101X30

X30A101

A

PROJECT LOCATIONN

INDICATES EXISTING TOREMAIN

INDICATES EXISTING INRELOCATED LOCATION

INDICATES HEIGHT TOCENTERLINE ABOVEFINISHED FLOOR (A.F.F.)

INDICATES SPECIAL VOLTAGEREQUIREMENT

INDICATES GROUND FAULTINTERCEPT

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PROJECT



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816.842.1878816.842.1292

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DECEMBER 10, 2010

PROJECT NUMBER


2010309.010






SECTION 013000 - ADMINISTRATIVE REQUIREMENTS

1.1 PROJECT MANAGEMENT AND COORDINATIONA. Coordinate construction operations included in different Sections

of the Specifications to ensure efficient and orderly installation ofeach part of the Work.

B. Requests for Information (RFIs): On discovery of the need for additional information or interpretation of the Contract Documents,Contractor shall prepare and submit an RFI. Use AIA DocumentG716-2004.

C. Schedule and conduct progress meetings at Project site at regularintervals. Notify Owner and Architect of meeting dates and times.Require attendance of each subcontractor or other entity concerned with current progress or involved in planning, coordination, or performance of future activities.1. Record minutes and distribute to everyone concerned, including

Owner and Architect.1.2 SUBMITTAL ADMINISTRATIVE REQUIREMENTS

A. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.1. No extension of the Contract Time will be authorized

because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

2. Submit three copies of each action submittal. Architect will return two copies.

3. Submit two copies of each informational submittal. Architect will not return copies.

4. Architect will discard submittals received from sources otherthan Contractor.

B. Place a permanent label or title block on each submittal for identification. Provide a space approximately 6 by 8 inches (150 by200 mm) on label or beside title block to record Contractor's review and approval markings and action taken by Architect. Include the following information on the label:1. Project name.2. Date.3. Name and address of Contractor.4. Name and address of subcontractor or supplier.5. Number and title of appropriate Specification Section.

C. Identify deviations from the Contract Documents on submittals.D. Contractor's Construction Schedule Submittal Procedure: Submit

two copies of schedule within 10 days after date established for Commencement of the Work.

1.3 ACTION SUBMITTALSA. Product Data: Mark each copy to show applicable products and

options. Include the following:1. Manufacturer's written recommendations, product

specifications, and installation instructions.2. Wiring diagrams showing factory-installed wiring.3. Printed performance curves and operational range diagrams.4. Testing by recognized testing agency.5. Compliance with specified standards and requirements.

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductionsof the Contract Documents or standard printed data. Submit on sheets at least 8-1/2 by 11 inches (215 by 280 mm) but no largerthan 30 by 42 inches (762 by 1067 mm). Include the following:1. Dimensions and identification of products.2. Fabrication and installation drawings and roughing-in and

setting diagrams.3. Wiring diagrams showing field-installed wiring.4. Notation of coordination requirements.5. Notation of dimensions established by field measurement.

C. Samples: Submit Samples for review of kind, color, pattern, andtexture and for a comparison of these characteristics between submittal and actual component as delivered and installed. Include name of manufacturer and product name on label.1. If variation is inherent in material or product, submit at least

three sets of paired units that show variations.1.4 INFORMATIONAL SUBMITTALS

A. Qualification Data: Include lists of completed projects with projectnames and addresses, names and addresses of architects and owners, and other information specified.

B. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.

SECTION 014000 - QUALITY REQUIREMENTS

1.1 SECTION REQUIREMENTSA. Testing and inspecting services are required to verify compliance

with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.1. Testing and inspecting services shall be performed by

independent testing agencies.B. Referenced Standards: If compliance with two or more standards

is specified and the standards establish different or conflicting requirements, comply with the most stringent requirement. Referuncertainties to Architect for a decision.

C. Minimum Quantity or Quality Levels: The quantity or quality levelshown or specified shall be the minimum. The actual installationmay exceed the minimum within reasonable limits. Indicated numeric values are minimum or maximum, as appropriate, for thecontext of requirements. Refer uncertainties to Architect for a decision.

D. Test and Inspection Reports: Prepare and submit certified writtenreports specified in other Sections. Include the following:1. Date of issue.2. Project title and number.3. Name, address, and telephone number of testing agency.4. Dates and locations of samples and tests or inspections.5. Record of temperature and weather conditions at time of

sample taking and testing and inspecting.6. Names of individuals making tests and inspections.7. Description of the Work and test and inspection method.8. Complete test or inspection data, test and inspection results, an

interpretation of test results, and comments or professional opinion on whether tested or inspected Work complies with theContract Document requirements.

9. Name and signature of laboratory inspector.10. Recommendations on retesting and reinspecting.

E. Permits, Licenses, and Certificates: For Owner's records, submitcopies of permits, licenses, certifications, inspection reports, notices, receipts for fee payments, and similar documents, established for compliance with standards and regulations bearingon performance of the Work.

F. Testing Agency Qualifications: An independent agency with the experience and capability to conduct testing and inspecting indicated; and where required by authorities having jurisdiction, that is acceptable to authorities.

G. Retesting/Reinspecting: Regardless of whether original tests orinspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, forconstruction that replaced Work that failed to comply with the Contract Documents.

H. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties. Provide qualified personnelto perform required tests and inspections.1. Promptly notify Architect and Contractor of irregularities or

deficiencies in the Work observed during performance of its services.

2. Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or accept any portion of the Work.

3. Do not perform any duties of Contractor.I. Associated Services: Cooperate with testing agencies and provide

reasonable auxiliary services as requested. Provide the following:1. Access to the Work.2. Incidental labor and facilities necessary to facilitate tests and

inspections.3. Adequate quantities of representative samples of materials

that require testing and inspecting. Assist agency in obtaining samples.

4. Facilities for storage and field curing of test samples.5. Security and protection for samples and for testing and

inspecting equipment.J. Coordination: Coordinate sequence of activities to accommodate

required quality-assurance and -control services with a minimumof delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting.1. Schedule times for tests, inspections, obtaining samples, and

similar activities.

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

1.1 SECTION REQUIREMENTSA. Use Charges: Installation and removal of and use charges for

temporary facilities shall be included in the Contract Sum unlessotherwise indicated.

B. Water and Electric Power: Available from Owner's existing system without metering and without payment of use charges, unless otherwise indicated on Drawings. Provide connections andextensions of services as required for construction operations.

C. Electric Service: Comply with NECA, NEMA, and UL standards andregulations for temporary electric service. Install service to comply with NFPA 70.

D. Accessible Temporary Egress: Comply with applicable provisionsin ICC/ANSI A117.1.

1.2 TEMPORARY FACILITIESA. Provide field offices, storage and fabrication sheds, and other

support facilities as necessary for construction operations. Storecombustible materials apart from building.

1.3 EQUIPMENTA. Fire Extinguishers: Portable, UL rated; with class and

extinguishing agent as required by locations and classes of fire exposures.

B. HVAC Equipment: Unless Owner authorizes use of permanent HVAC system, provide vented, self-contained, liquid-propane-gasor fuel-oil heaters with individual space thermostatic control.1. Use of gasoline-burning space heaters, open-flame heaters,

or salamander-type heating units is prohibited.2. Heating Units: Listed and labeled for type of fuel being

consumed, by a testing agency acceptable to authorities havingjurisdiction, and marked for intended use.

3. Permanent HVAC System: If Owner authorizes use of permanent HVAC system for temporary use during construction, provide filter with MERV of 8 at each return-air grille in system and remove at end of construction.

1.4 TEMPORARY UTILITY INSTALLATIONA. General: Install temporary service or connect to existing service.

1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services.

B. Sanitary Facilities: Use of Owner's existing toilet facilities will bepermitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restorethese facilities to condition existing before initial use.

C. Heating and Cooling: Provide temporary heating and cooling required for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements beinginstalled.

D. Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations and inspections.

1.5 SUPPORT FACILITIES INSTALLATIONA. Install project identification and other signs in locations approved

by Owner to inform the public and persons seeking entrance to Project.

B. Waste Disposal Facilities: Provide waste-collection containers insizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction.

SECTION 016000 - PRODUCT REQUIREMENTS

1.1 SECTION REQUIREMENTSA. The term "product" includes the terms "material," "equipment,"

"system," and terms of similar intent.B. Comparable Product Requests:

1. Submit request for consideration of each comparable product.Do not submit unapproved products on Shop Drawings or othersubmittals.

2. Identify product to be replaced and show compliance with requirements for comparable product requests. Include a detailed comparison of significant qualities of proposed substitution with those of the Work specified.

3. Architect will review the proposed product and notify Contractor of its acceptance or rejection.

C. Basis-of-Design Product Specification Submittal: Show compliance with requirements.

D. Compatibility of Options: If Contractor is given option of selectingbetween two or more products, select product compatible with products previously selected.

E. Deliver, store, and handle products using means and methods thatwill prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions.1. Schedule delivery to minimize long-term storage at Project

site and to prevent overcrowding of construction spaces.2. Deliver products to Project site in manufacturer's original

sealed container or packaging, complete with labels and instructions for handling, storing, unpacking, protecting, andinstalling.

3. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected.

4. Store materials in a manner that will not endanger Project structure.

5. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation.

F. Warranties specified in other Sections shall be in addition to, andrun concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations underrequirements of the Contract Documents.

1.2 PRODUCT SELECTION PROCEDURESA. Provide products that comply with the Contract Documents, are

undamaged, and are new at the time of installation.1. Provide products complete with accessories, trim, finish,

and other devices and components needed for a completeinstallation and the intended use and effect.

2. Descriptive, performance, and reference standard requirements in the Specifications establish salient characteristics of products.

B. Product Selection Procedures:1. Where Specifications name a single manufacturer and

product, provide the named product that complies with requirements.

2. Where Specifications name a single manufacturer or source,provide a product by the named manufacturer or source that complies with requirements.

3. Where Specifications include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, that complies with requirements. Comply with requirements for "comparable product requests" for consideration of an unnamed product.

4. Where Specifications include a list of manufacturers' names,provide a product by one of the manufacturers listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will be considered.

5. Where Specifications include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, that complies with requirements. Comply withrequirements for "comparable product requests" for consideration of an unnamed manufacturer's product.

6. Where Specifications name a single product, or refer to a product indicated on Drawings, provide the named product. Comply with provisions for "comparable product requests" for consideration of an unnamed product by another manufacturer.

C. Where Specifications require "match Architect's sample," providea product that complies with requirements and matches Architect's sample. Architect's decision will be final on whether aproposed product matches.

D. Unless otherwise indicated, Architect will select color, gloss, pattern, density, or texture from manufacturer's product line thatincludes both standard and premium items.

SECTION 017000 - EXECUTION AND CLOSEOUT REQUIREMENTS

1.1 CLOSEOUT SUBMITTALSA. Record Drawings: Maintain a set of prints of the Contract

Drawings as record Drawings. Mark to show actual installation where installation varies from that shown originally.1. Identify and date each record Drawing; include the designation

"PROJECT RECORD DRAWING" in a prominent location.B. Operation and Maintenance Data: Submit one copy of manual.

Organize data into three-ring binders with identification on frontand spine of each binder, and envelopes for folded drawings. Include the following:1. Manufacturer's operation and maintenance documentation.2. Maintenance and service schedules.3. Maintenance service contracts.4. Emergency instructions.5. Spare parts list.6. Wiring diagrams.7. Copies of warranties.

1.2 CLOSEOUT PROCEDURESA. Substantial Completion: Before requesting Substantial Completion

inspection, complete the following:1. Prepare a list of items to be completed and corrected (punch

list), the value of items on the list, and reasons why the Work isnot complete.

2. Advise Owner of pending insurance changeover requirements.3. Submit specific warranties, maintenance service agreements,

and similar documents.4. Obtain and submit releases permitting Owner unrestricted use

of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.

5. Submit record Drawings, operation and maintenance manuals, and similar final record information.

6. Deliver tools, spare parts, extra materials, and similar items.7. Make final changeover of permanent locks and deliver keys to

Owner.8. Complete startup testing of systems.9. Remove temporary facilities and controls.10. Submit changeover information related to Owner's occupancy,

use, operation, and maintenance.11. Complete final cleaning requirements, including touchup

painting.12. Touch up and otherwise repair and restore marred exposed

finishes to eliminate visual defects.B. Submit a written request for inspection for Substantial Completion.

On receipt of request, Architect will proceed with inspection or advise Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspectionor will advise Contractor of items that must be completed or corrected before certificate will be issued.

C. Request inspection for Final Completion, once the following are complete:1. Submit a copy of Substantial Completion inspection list stating

that each item has been completed or otherwise resolved foracceptance.

2. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems.

D. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

E. Submit a written request for final inspection for acceptance. Onreceipt of request, Architect will proceed with inspection or adviseContractor of unfulfilled requirements. Architect will prepare finalCertificate for Payment after inspection or will advise Contractor ofitems that must be completed or corrected before certificate willbe issued.

1.3 EXAMINATION AND PREPARATIONA. Before proceeding with each component of the Work, examine

substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance.1. Verify compatibility with and suitability of substrates.2. Examine roughing-in for mechanical and electrical systems.3. Examine walls, floors, and roofs for suitable conditions.

B. Proceed with installation only after unsatisfactory conditions havebeen corrected.

C. Take field measurements as required to fit the Work properly. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication.

D. Verify space requirements and dimensions of items shown diagrammatically on Drawings.

1.4 INSTALLATIONA. Locate the Work and components of the Work accurately, in

correct alignment and elevation, as indicated. Make vertical workplumb and make horizontal work level.1. Make joints of uniform width. Where joint locations in exposed

work are not indicated, arrange joints for the best visual effect.Fit exposed connections to form hairline joints.

2. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated.

3. Maintain minimum headroom clearance of 96 inches (2440 mm)in occupied spaces and 90 inches (2300 mm) in unoccupied spaces.

B. Comply with manufacturer's written instructions and recommendations.

C. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.

D. Use products, cleaners, and installation materials that are not considered hazardous.

E. Provide blocking and attachment plates and anchors and fastenersof adequate size and number to securely anchor each componentin place. Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed.

1.5 CUTTING AND PATCHINGA. Provide temporary support of work to be cut. Do not cut structural

members or operational elements without prior written approval ofArchitect.

B. Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas.

C. Patch with durable seams that are as invisible as possible. Providematerials and comply with installation requirements specified inother Sections.1. Restore exposed finishes of patched areas and extend finish

restoration into adjoining construction in a manner that will minimize evidence of patching and refinishing.

2. Where patching occurs in a painted surface, prepare substrateand apply primer and intermediate paint coats appropriate forsubstrate over the patch, and apply final paint coat over entireunbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces.

SECTION 011000 - SUMMARY

1.1 PROJECT INFORMATIONA. Project: Farmers Insurance Home Office Annex 2 second floor FitnessCenter.1. Project Location: Farmers Insurance Home Office, Annex 2, 2ndFloor, 4750 Wilshire Blvd, Los Angeles, CA 90010.B. Owner: Farmers Insurance.C. Architect: Rees Masilionis Turley Architecture, LLC.D. Contractor: <Contractor to be determined by bid>.E. The Work consists of typical interior tenant improvement.F. Work Under Separate Contracts:1. As indicated on Drawings.G. Owner-Furnished Items: The following products will be

furnished by Owner and shall be installed by Contractor as part of the Work:

1. As indicated on Drawings.1.2 WORK RESTRICTIONSA. Contractor's Use of Premises: During construction,

Contractor will have full use of area indicated. Contractor's use of premises is limited only by Owner's right to perform work or employ other contractors on portions of Project and as indicated on Drawings.

1. Owner will occupy premises during construction. Perform construction only during normal working hours 8 AM to 5 PM Monday thru Friday, other than holidays), unless otherwise

agreed to in advance by Owner. Clean up work areas and return to usable condition at the end of each work period.

2. Driveways, Walkways, and Entrances: Keep driveways, parking garages, loading areas, and entrances serving premises clear and available to Owner, Owner's employees,

and emergency vehicles at all times. Do not use these areasfor parking or storage of materials.

B. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet (8 m) of entrances, operable windows, or outdoor-air intakes.

SECTION 012000 - PRICE AND PAYMENT PROCEDURES

1.1 ALLOWANCESA. Allowance shall include cost to Contractor of specific products and

materials ordered by Owner or selected by Architect under allowance and shall include freight and delivery to Project site.

B. Unless otherwise indicated, Contractor's costs for receiving andhandling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials under allowance shall be included as part of the Contract Sum and notpart of the allowance.

C. Obtain a minimum of two proposals for each allowance and submitto Architect, in the form specified for Change Orders, with recommendations. Purchase products selected by Architect.

D. Advise Architect of the date when selection and purchase of eachproduct or system described by an allowance must be completedto avoid delaying the Work.

E. Submit invoices to show cost and actual quantities of materials delivered.

1.2 UNIT PRICESA. Unit price is an amount incorporated in the Agreement, applicable

during the duration of the Work as a price per unit of measurementfor materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Workrequired by the Contract Documents are increased or decreased.

B. Unit prices include all necessary material, plus cost for delivery,installation, insurance, applicable taxes, overhead, and profit.

1.3 ALTERNATESA. Alternate: An amount proposed by bidders and stated on the Bid

Form for certain work defined in the bidding requirements that may be added to or deducted from the Base Bid amount if Ownerdecides to accept a corresponding change either in the amount ofconstruction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.1. Alternates described in this Section are part of the Work

only if enumerated in the Agreement.2. The cost or credit for each alternate is the net addition to or

deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum.

1.4 SUBSTITUTION PROCEDURESA. Substitutions include changes in products, materials, equipment,

and methods of construction from those required by the ContractDocuments and proposed by Contractor after award of the Contract.1. Substitution Request Form: Use CSI Form 13.1A.2. Submit three copies of each request for product substitution.3. Submit requests within 15 days after the Notice to Proceed.4. Do not submit unapproved substitutions on Shop Drawings

or other submittals.5. Identify product to be replaced and show compliance with

requirements for substitutions. Include a detailed comparisonof significant qualities of proposed substitution with those of theWork specified, a list of changes needed to other parts of theWork required to accommodate proposed substitution, and anyproposed changes in the Contract Sum or the Contract Time should the substitution be accepted.

6. Architect will review the proposed substitution and notify Contractor of its acceptance or rejection.

1.5 CONTRACT MODIFICATION PROCEDURESA. Architect will issue supplemental instructions authorizing minor

changes in the Work, not involving adjustment to the Contract Sumor the Contract Time.

B. Owner-Initiated Proposal Requests: Architect will issue a detaileddescription of proposed changes in the Work.1. Proposal Requests are not instructions either to stop work

in progress or to execute the proposed change.2. Within time specified in Proposal Request after receipt of

Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time.

C. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Architect.

D. On Owner's approval of a Proposal Request, Contractor will issue aChange Order for signatures of Owner and Contractor on AIA Document G701, for all changes to the Contract Sum or the Contract Time.

E. Architect may issue a Construction Change Directive on AIA Document G714. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequentinclusion in a Change Order.1. Construction Change Directive contains a complete

description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.

SECTION 012000 - PRICE AND PAYMENT PROCEDURES (continued)

F. Documentation: Maintain detailed records on a time and materialbasis of work required by the Construction Change Directive. Aftercompletion of change, submit an itemized account and supportingdata necessary to substantiate cost and time adjustments to theContract.

1.6 PAYMENT PROCEDURESA. Submit a Schedule of Values at least seven days before the initial

Application for Payment. Break down the Contract Sum into at least one line item for each Specification Section in the Project Manual table of contents. Coordinate the schedule of values withContractor's construction schedule.1. Arrange schedule of values consistent with format of AIA

Document G703.2. Round amounts to nearest whole dollar; total shall equal the

Contract Sum.3. Provide separate line items in the schedule of values for initial

cost of materials and for total installed value of that part of theWork.

B. Application for Payment Forms: Use AIA Document G702 and AIADocument G703 as form for Applications for Payment.

C. Submit three copies of each application for payment according tothe schedule established in Owner/Contractor Agreement.1. With each Application for Payment, submit waivers of

mechanic's liens from subcontractors, sub-subcontractors, and suppliers for construction period covered by the previous application.

2. Submit final Application for Payment with or preceded by conditional final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.a. Include insurance certificates, proof that taxes, fees, and

similar obligations were paid, and evidence that claims havebeen settled.

b. Submit final meter readings for utilities, a record of storedfuel, and similar data as of the date of Substantial Completion or when Owner took possession of and assumedresponsibility for corresponding elements of the Work.

1.7 SCHEDULE OF ALLOWANCESA. As indicated on Drawings.

1.8 SCHEDULE OF UNIT PRICESA. As indicated on Drawings.

1.9 SCHEDULE OF ALTERNATESA. As indicated on Drawings.

SECTION 013000 - ADMINISTRATIVE REQUIREMENTS (continued)

1.5 DELEGATED DESIGN SERVICESA. Performance and Design Criteria: Where professional design

services or certifications by a design professional are specificallyrequired of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.1. If criteria indicated are not sufficient to perform services or

certification required, submit a written request for additionalinformation to Architect.

B. Delegated-Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit three copiesof a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned toContractor to be designed or certified by a design professional.1. Indicate that products and systems comply with

performance and design criteria in the Contract Documents.Include list of codes, loads, and other factors used in performing these services.

1.6 CONTRACTOR'S CONSTRUCTION SCHEDULEA. Gantt-Chart Schedule: Submit a comprehensive, fully developed,

horizontal Gantt-chart-type schedule within 15 days of date established for the Notice to Proceed.

B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuousvertical line.

1.7 SUBMITTAL REVIEWA. Review each submittal and check for coordination with other Work

of the Contract and for compliance with the Contract Documents.Note corrections and field dimensions. Mark with approval stampbefore submitting to Architect.

B. Architect will review each action submittal, make marks to indicatecorrections or modifications required, will stamp each submittalwith an action stamp and will mark stamp appropriately to indicateaction.

C. Submittals not required by the Contract Documents may not be reviewed and may be discarded.

1.8 CONTRACTOR'S CONSTRUCTION SCHEDULEA. Updating: At regular intervals, update schedule to reflect actual

construction progress and activities. Issue schedule two days before each regularly scheduled progress meeting.1. As the Work progresses, indicate Actual Completion

percentage for each activity.B. Distribute copies of approved schedule to Owner, Architect,

subcontractors, testing and inspecting agencies, and parties identified by Contractor with a need-to-know schedule responsibility. When revisions are made, distribute updated schedules to the same parties.

SECTION 014000 - QUALITY REQUIREMENTS (continued)

K. Special Tests and Inspections: Engage a qualified special inspector to conduct special tests and inspections required by authorities having jurisdiction.

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS (continued)

C. Use of Owner's existing elevators will be permitted, provided elevators are cleaned and maintained in a condition acceptable toOwner. Provide protective coverings, barriers, devices, signs, orother procedures to protect elevator car and entrance doors andframe. At Substantial Completion, restore elevators to conditionexisting before initial use, including replacing worn cables, guideshoes, and similar items of limited life.

1.6 SECURITY AND PROTECTION FACILITIES INSTALLATIONA. Provide protection, operate temporary facilities, and conduct

construction as required to comply with environmental regulationsand that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

B. Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities.

C. Provide floor-to-ceiling dustproof partitions to limit dust and dirtmigration and to separate areas occupied by Owner and tenantsfrom fumes and noise.

D. Install and maintain temporary fire-protection facilities. Complywith NFPA 241.

1.7 OPERATION, TERMINATION, AND REMOVALA. Supervision: Enforce strict discipline in use of temporary facilities.

To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses.

B. Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion.

SPECIFICATIONS

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ARCHITECTURE

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CHECKED BY

DATE

SHEET NUMBER



DECEMBER 10, 2010

PROJECT NUMBER


2010309.010






SECTION 017000 - EXECUTION AND CLOSEOUT REQUIREMENTS(continued)

1.6 CLEANINGA. Clean Project site and work areas daily, including common areas.

Dispose of materials lawfully.1. Remove liquid spills promptly.2. Where dust would impair proper execution of the Work,

broom-clean or vacuum the entire work area, as appropriate.3. Remove debris from concealed spaces before enclosing the

space.B. Complete the following cleaning operations before requesting

inspection for certification of Substantial Completion:1. Remove labels that are not permanent.2. Clean transparent materials, including mirrors. Remove

excess glazing compounds. Replace chipped or broken glass.3. Clean exposed finishes to a dust-free condition, free of stains,

films, and foreign substances. Sweep concrete floors broomclean.

4. Vacuum carpeted surfaces and wax resilient flooring.5. Wipe surfaces of mechanical and electrical equipment. Remove

excess lubrication. Clean plumbing fixtures. Clean light fixtures, lamps, globes, and reflectors.

6. Clean Project site, yard, and grounds, in areas disturbed by construction activities. Sweep paved areas; remove stains, spills, and foreign deposits. Rake grounds to a smooth, even-textured surface.

1.7 DEMONSTRATION AND TRAININGA. Engage qualified instructors to instruct Owner's personnel to

adjust, operate, and maintain systems, subsystems, and equipment not part of a system. Include a detailed review of thefollowing:1. Include instruction for basis of system design and operational

requirements, review of documentation, emergency procedures, operations, adjustments, troubleshooting, maintenance, and repairs.

SECTION 024119 - SELECTIVE STRUCTURE DEMOLITION

1.1 SECTION REQUIREMENTSA. Items indicated to be removed and salvaged remain Owner's

property. Carefully detach from existing construction, in a mannerto prevent damage, and deliver to Owner ready for reuse. Includefasteners or brackets needed for reattachment elsewhere.

B. Comply with EPA regulations and hauling and disposal regulationsof authorities having jurisdiction. Comply with ANSI A10.6 and NFPA 241.

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

D. It is not expected that hazardous materials will be encountered inthe Work. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

1.2 DEFINITIONSA. Remove: Detach items from existing construction and legally

dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Detach items from existing construction anddeliver them to Owner ready for reuse.

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

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

1.3 DEMOLITIONA. Requirements for Building Reuse:

1. Maintain existing building structure (including structural floorand roof decking) and envelope (exterior skin and framing, excluding window assemblies and nonstructural roofing material) not indicated to be demolished; do not demolish suchexisting construction beyond indicated limits.

2. Maintain existing interior nonstructural elements (interior walls, doors, floor coverings, and ceiling systems) not indicatedto be demolished; do not demolish such existing constructionbeyond indicated limits.

B. Maintain services/systems indicated to remain and protect themagainst damage during selective demolition operations. Before proceeding with demolition, provide temporary services/systemsthat bypass area of selective demolition and that maintain continuity of services/systems to other parts of the building.

C. Locate, identify, shut off, disconnect, and seal or cap off indicatedutility services and mechanical/electrical systems serving areas tobe selectively demolished.

D. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

E. Provide and maintain shoring, bracing, and structural supports asrequired to preserve stability and prevent movement, settlement,or collapse of construction and finishes to remain, and to preventunexpected or uncontrolled movement or collapse of constructionbeing demolished.

F. Provide temporary weather protection as required to prevent water leakage and damage to structure and interior areas.

G. Protect walls, ceilings, floors, and other existing finish work thatare to remain. Erect and maintain dustproof partitions. Cover andprotect furniture, furnishings, and equipment that have not beenremoved.

H. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damageconstruction to remain or adjoining construction.

I. Promptly remove demolition waste materials from Project site andlegally dispose of them. Do not burn demolished materials.

J. Clean adjacent structures and improvements of dust, dirt, and debris caused by demolition operations. Return adjacent areas tocondition existing before demolition operations began.

SECTION 061053 - MISCELLANEOUS ROUGH CARPENTRY

1.1 SECTION REQUIREMENTSA. Submittals: ICC-ES evaluation reports for treated wood.

1.2 WOOD PRODUCTS, GENERALA. Lumber: Provide dressed lumber, S4S, marked with grade stamp

of inspection agency.1.3 TREATED MATERIALS

A. Preservative-Treated Materials: AWPA C2.1. Use treatment containing no arsenic or chromium.2. Kiln-dry lumber after treatment to a maximum moisture

content of 19 percent.3. Mark lumber with treatment quality mark of an inspection

agency approved by the ALSC Board of Review.B. Provide preservative-treated materials for items indicated on

Drawings, and the following:1. Wood members in connection with roofing, flashing, vapor

barriers, and waterproofing.2. Concealed members in contact with masonry or concrete.3. Wood framing members that are less than 18 inches (460 mm)

above the ground.C. Fire-Retardant-Treated Materials: Comply with performance

requirements in AWPA C20.1. Use Interior Type A, High Temperature (HT) where indicated.2. Use Interior Type A unless otherwise indicated.3. Identify with appropriate classification marking of a testing and

inspecting agency acceptable to authorities having jurisdiction.D. Provide fire-retardant treated materials for all miscellaneous

rough carpentry, unless otherwise indicated on Drawings.1.4 LUMBER

A. Dimension Lumber:1. Maximum Moisture Content: 15 percent.2. Miscellaneous Framing: Construction or No. 2: Hem-fir

(north): NLGA; Southern pine: SPIB; Douglas fir-larch: WCLIB,or WWPA; Spruce-pine-fir: NLGA; Douglas fir south: WWPA;Hem-fir: WCLIB, or WWPA; Douglas fir-larch (north): NLGA; orSpruce-pine-fir (south): NeLMA, WCLIB, or WWPA.

B. Miscellaneous Lumber: Construction, or No. 2 grade with 15 percent maximum moisture content of any species. Provide for nailers, blocking, and similar members.

1.5 PLYWOOD BACKING PANELSA. Telephone and Electrical Equipment Backing Panels: Plywood,

fire-retardant treated, not less than 3/4-inch (19-mm) nominal thickness.

1.6 FASTENERSA. Fasteners: Size and type indicated. Where rough carpentry is

exposed to weather, in ground contact, or in area of high relativehumidity, provide fasteners with hot-dip zinc coating complyingwith ASTM A 153/A 153M.1. Power-Driven Fasteners: CABO NER-272.

1.7 INSTALLATIONA. Set miscellaneous rough carpentry to required levels and lines,

with members plumb, true to line, cut, and fitted. Locate nailers,blocking, and similar supports to comply with requirements for attaching other construction.

B. Securely attach miscellaneous rough carpentry to substrates, complying with the following:1. CABO NER-272 for power-driven fasteners.2. Table 2304.9.1, "Fastening Schedule," in the IBC.

SECTION 064023 - INTERIOR ARCHITECTURAL WOODWORK

1.1 SECTION REQUIREMENTSA. Submittals: Product Data for solid-surfacing materials, Shop

Drawings and Samples showing the full range of colors, textures,and patterns available for each type of finish.

B. Quality Standard: Architectural Woodwork Institute's "Architectural Woodwork Quality Standards."

C. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet work is completed, and HVAC systemis operating.

1.2 MATERIALSA. Hardboard: AHA A135.4.B. Medium-Density Fiberboard: ANSI A208.2, Grade 130.C. Particleboard: ANSI A208.1, Grade M-2.D. Softwood Plywood: DOC PS 1.E. Hardwood Plywood and Face Veneers: HPVA HP-1.F. Thermoset Decorative Panels: Comply with LMA SAT - 1.G. High-Pressure Decorative Laminate: NEMA LD 3.

1. Products:a. As indicated on Drawings.

H. Solid-Surfacing Material: Homogeneous solid sheets of filled plastic resin complying with ISSFA-2.1. Products:

a. As indicated on Drawings.1.3 CABINET HARDWARE AND ACCESSORY MATERIALS

A. Butt Hinges: 2-3/4-inch (70-mm), 5-knuckle steel hinges made from 0.095-inch- (2.4-mm-) thick metal, and as follows:1. Semiconcealed Hinges for Flush Doors: BHMA A156.9, B01361.2. Semiconcealed Hinges for Overlay Doors: BHMA A156.9,

B01521.B. Frameless Concealed Hinges (European Type): BHMA A156.9,

B01602, 100 degrees of opening.C. Wire Pulls: Back mounted, solid metal, 4 inches (100 mm) long,

5/16 inch (8 mm) in diameter.D. Catches: Magnetic catches, BHMA A156.9, B03141.E. Adjustable Shelf Standards and Supports: BHMA A156.9, B04071;

with shelf rests, B04081.F. Drawer Slides: BHMA A156.9, B05091.

1. Box Drawer Slides: Grade 1HD-100.2. File Drawer Slides: Grade 1HD-200.3. Pencil Drawer Slides: Grade 1.4. Keyboard Slides: Grade 1HD-100.5. Trash Bin Slides: Grade 1HD-200.

G. Drawer Locks: BHMA A156.11, E07041.H. Grommets for Cable Passage through Countertops: 2-inch

(51-mm) OD, molded-plastic grommets and matching plastic capswith slot for wire passage.

I. Exposed Hardware Finishes: Comply with BHMA A156.18 for BHMA code number indicated.1. Finish: As indicated on Drawings.

J. Furring, Blocking, Shims, and Hanging Strips: Fire-retardant-treated lumber, kiln dried to 15 percent moisturecontent.

SECTION 078413 - PENETRATION FIRESTOPPING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Installer certificates signed by

Installer certifying that products have been installed in compliancewith requirements.

1.2 PENETRATION FIRESTOPPINGA. Provide penetration firestopping materials that are compatible

with one another, substrates, and penetrating items if any.B. Penetrations in Fire-Resistance-Rated Walls and Horizontal

Assemblies: Provide penetration firestopping with ratings determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of 0.01-inch wg (2.49 Pa).1. F-Rating at Fire-Resistance-Rated Walls: Not less than that of

construction penetrated.2. F-Rating at Horizontal Assemblies: At least 1 hour, but not less

than that of construction penetrated.3. T-Rating at Horizontal Assemblies: At least 1 hour, but not less

than the fire-resistance rating of construction penetrated except for penetrations within the cavity of a wall.

C. Penetrations in Smoke Barriers: Provide penetration firestoppingwith ratings determined per UL 1479.1. L-Rating: Not exceeding 5.0 cfm/sq. ft. (0.025 cu. m/s per sq.

m) of penetration opening at 0.30-inch wg (74.7 Pa) at both ambient and elevated temperatures.

D. Exposed Penetration Firestopping: Provide products with flame-spread and smoke-developed indexes of less than 25 and450, respectively, as determined per ASTM E 84.

E. Accessories: Provide components for each penetration firestopping system that are needed to install fill materials and tomaintain ratings required. Use only those components specifiedby penetration firestopping manufacturer and approved by qualified testing and inspecting agency.

1.3 INSTALLATIONA. General: Install penetration firestopping to comply with

manufacturer's written installation instructions and published drawings for products and applications indicated.

B. Identify penetration firestopping with preprinted metal or plasticlabels. Attach labels permanently to surfaces adjacent to and within 6 inches (150 mm) of firestopping edge so labels will be visible to anyone seeking to remove penetrating items or firestopping. Include the following information on labels:1. The words "Warning - Penetration Firestopping - Do Not

Disturb. Notify Building Management of Any Damage."2. Designation of applicable testing and inspecting agency.3. Manufacturer's name.4. Installer's name.

SECTION 079200 - JOINT SEALANTS

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and color Samples.B. Environmental Limitations: Do not proceed with installation of

joint sealants when ambient and substrate temperature conditionsare outside limits permitted by joint-sealant manufacturer or arebelow 40 deg F (4.4 deg C).

1.2 JOINT SEALANTSA. Compatibility: Provide joint sealants, joint fillers, and other related

materials that are compatible with one another and with joint substrates under service and application conditions.

B. Sealant for Use in Interior Joints in Ceramic Tile and Other HardSurfaces in Kitchens and Toilet Rooms and Around Plumbing Fixtures:1. Single-component, mildew-resistant silicone sealant, ASTM C

920, Type S; Grade NS; Class 25; for Use NT; formulated withfungicide.

C. Sealant for Interior Use at Perimeters of Door and Window Frames:1. Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP,

Grade NF.D. Acoustical Sealant:

1. Nonsag, paintable, nonstaining latex sealant complying with ASTM C 834 that effectively reduces airborne sound transmission as demonstrated by testing according toASTM E 90.

1.3 MISCELLANEOUS MATERIALSA. Provide sealant backings of material that are nonstaining; are

compatible with joint substrates, sealants, primers, and other jointfillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing.

B. Cylindrical Sealant Backings: ASTM C 1330, of size and density tocontrol sealant depth and otherwise contribute to producing optimum sealant performance.

C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint. Provide self-adhesive tape where applicable.

D. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests.

1.4 INSTALLATIONA. Comply with ASTM C 1193.B. Install sealant backings to support sealants during application and

to produce cross-sectional shapes and depths of installed sealantsthat allow optimum sealant movement capability.

C. Install bond-breaker tape behind sealants where sealant backingsare not used between sealants and backs of joints.

D. Acoustical Sealant Installation: At sound-rated assemblies and elsewhere as indicated, seal perimeters, control joints, openings,and penetrations with a continuous bead of acoustical sealant. Install acoustical sealant at both faces of partitions. Comply withASTM C 919.

SECTION 064023 - INTERIOR ARCHITECTURAL WOODWORK (continued)

1.4 INTERIOR WOODWORKA. Complete fabrication to maximum extent possible before shipment

to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting.

B. Backout or groove backs of flat trim members and kerf backs ofother wide, flat members, except for members with ends exposedin finished work.

C. Interior Standing and Running Trim for Transparent Finish: Premium grade, made from species as indicated on Drawings.

D. Interior Standing and Running Trim for Opaque Finish: Premiumgrade, made from any closed-grain hardwood.

E. Flush Wood Paneling for Transparent Finish: Premium grade.1. Wood Species: As indicated on Drawings.2. Matching of Adjacent Veneer Leaves: Book match, unless

otherwise indicated on Drawings.3. Veneer Matching within Panel Face: Center-balance match,

unless otherwise indicated on Drawings.4. Panel Matching: Match panels within each area by using

sequence-matched, uniform size-sets, unless otherwise indicated on Drawings.

F. Interior Ornamental Work for Transparent Finish: Premium grade,made from species as indicated on Drawings.

G. Interior Ornamental Work for Opaque Finish: Premium grade, made from any closed-grain hardwood.

H. Wood Cabinets for Transparent Finish: Premium grade.1. AWI Type of Cabinet Construction: Flush overlay, unless

otherwise indicated on drawings.2. Wood Species and Cut for Exposed Surfaces: As indicated on

Drawings.3. Grain Direction: As indicated on Drawings.4. Matching of Veneer Leaves: Book match, unless otherwise

indicated on Drawings.5. Veneer Matching within Panel Face: Center-balance match,

unless otherwise indicated on Drawings.6. Semi-exposed Surfaces Other Than Drawer Bodies: Same

species and cut indicated for exposed surfaces.7. Drawer Sides and Backs: Solid-hardwood lumber, same

species indicated for exposed surfaces.8. Drawer Bottoms: Hardwood plywood.

I. Wood Cabinets for Opaque Finish: Premium grade.1. AWI Type of Cabinet Construction: Flush overlay, unless

otherwise indicated on drawings.2. Wood Species for Exposed Surfaces: Any closed-grain

hardwood.3. Panel Product for Exposed Surfaces: Medium-density

fiberboard.4. Veneer Matching within Panel Face: Center-balance match.5. Semi-exposed Surfaces Other Than Drawer Bodies: Match

materials indicated for exposed surfaces.6. Drawer Sides and Backs: Solid-hardwood lumber.7. Drawer Bottoms: Hardwood plywood.

J. Plastic-Laminate Cabinets: Custom grade.1. AWI Type of Cabinet Construction: Flush overlay, unless

otherwise indicated on Drawings.2. Laminate Cladding: Horizontal surfaces other than tops, HGS;

postformed surfaces, HGP; vertical surfaces, VGS; Edges, PVCtape, 0.018 inch (0.460 mm) thick, matching laminate in color,pattern and finish; semiexposed surfaces, VGS.

3. Drawer Sides and Backs: Thermoset decorative panels.4. Drawer Bottoms: Thermoset decorative panels.

K. Plastic-Laminate Countertops: Custom grade.1. Laminate Grade: HGS for flat countertops, HGP for post-formed

countertops.2. Edge Treatment: Same as laminate cladding on horizontal

surfaces.L. Solid-Surfacing Material Countertops: Premium grade.

1. Solid-Surfacing Material Thickness: As indicated on Drawings.2. Fabricate tops in one piece with shop-applied backsplashes and

edges.3. Install integral sink bowls in countertops in shop.

1.5 SHOP FINISHING OF INTERIOR ARCHITECTURAL WOODWORKA. Finishes: Same grades as items to be finished.B. Finish architectural woodwork at the fabrication shop; defer only

final touch up until after installation.1. Apply one coat of sealer or primer to concealed surfaces of

woodwork. Apply two coats to back of paneling and to end-grain surfaces.

2. Apply a vinyl wash coat to woodwork made from closed-grainwood before staining and finishing.

3. After staining, if any, apply paste wood filler to open-grain woods and wipe off excess. Tint filler to match stained wood.

C. Transparent and Opaque Finish: AWI finish system conversion varnish.

1.6 INSTALLATIONA. Before installation, condition woodwork to average prevailing

humidity conditions in installation areas.B. Install woodwork to comply with referenced quality standard for

grade specified.C. Install woodwork level, plumb, true, and straight. Shim as required

with concealed shims. Install level and plumb (including tops) to atolerance of 1/8 inch in 96 inches (3 mm in 2400 mm).

D. Scribe and cut woodwork to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts.

E. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Fasten with countersunk concealed fasteners and blind nailing. Use fine finishing nails or finishing screws for exposed nailing, countersunk and filled flush with woodwork.

F. Standing and Running Trim: Install with minimum number of joints possible, using full-length pieces (from maximum length oflumber available) to greatest extent possible. Do not use piecesless than 36 inches (900 mm) long, except where shorter single-length pieces are necessary. Scarf running joints and stagger in adjacent and related members.

G. Anchor paneling to supports with concealed panel-hanger clips and by blind nailing on back-up strips, splined-connection strips,and similar associated trim and framing.

H. Cabinets: Install so doors and drawers are accurately aligned. Adjust hardware to center doors and drawers in openings and toprovide unencumbered operation.1. Fasten wall cabinets through back, near top and bottom, at

ends and not more than 16 inches (400 mm) o.c. with No. 10 wafer-head screws sized for 1-inch (25-mm) penetration intowood framing, blocking, or hanging strips.

I. Anchor countertops securely to base units. Seal space betweenbacksplash and wall.

SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Shop Drawings.

1.2 MATERIALSA. Cold-Rolled Steel Sheets: ASTM A 1008/A 1008M, suitable for

exposed applications.B. Hot-Rolled Steel Sheets: ASTM A 1011/A 1011M, free of scale,

pitting, or surface defects.C. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, G60 (Z180) or

A60 (ZF180).D. Frame Anchors: ASTM A 591/A 591M, 40Z (12G) coating

designation; mill phosphatized.E. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to

ASTM A 153/A 153M.1.3 HOLLOW METAL DOORS AND FRAMES

A. 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:1. Amweld Building Products, LLC.2. Ceco Door Products; an Assa Abloy Group company.3. Pioneer Industries, Inc.4. Steelcraft; an Ingersoll-Rand company.

B. Fire-Rated Doors and Frames: Labeled by a testing and inspectingagency acceptable to authorities having jurisdiction, based on testing at positive pressure according to NFPA 252 or UL 10C.1. At vertical exit enclosures and exit passageways, provide doors

that have a temperature rise rating of 450 deg F (250 deg C).C. Smoke-Control Door Assemblies: Comply with NFPA 105 or

UL 1784.D. Doors: Complying with ANSI 250.8 for level and model and ANSI

A250.4 for physical-endurance level indicated, 1-3/4 inches(44 mm) thick unless otherwise indicated.1. Interior Doors: Level 1 and Physical Performance Level C

(Standard Duty), Model 2 (Seamless).2. Hardware Reinforcement: Fabricate according to ANSI/SDI

A250.6 with reinforcement plates from same material as doorface sheets.

E. Frames: ANSI A250.8; conceal fastenings unless otherwise indicated.1. Steel Sheet Thickness for Interior Doors: 0.042 inch (1.0 mm).2. Fabricate interior frames with mitered or coped and

continuously welded corners, unless otherwise indicated on Drawings.

3. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with reinforcement plates from same material as frames.

4. Frame Anchors: Not less than 0.042 inch (1.0 mm) thick.F. Glazing Stops: Nonremovable stops on outside of exterior doors

and on secure side of interior doors; screw-applied, removable, glazing stops on inside, fabricated from same material as door face sheet in which they are installed.

G. Door Louvers: Sight proof per SDI 111C.1. Fire-Rated Automatic Louvers: Actuated by fusible links and

listed and labeled.H. Door Silencers: Three on strike jambs of single-door frames and

two on heads of double-door frames.I. Prepare doors and frames as required to receive mortised and

concealed hardware according to ANSI A250.6 and ANSI A115 Series standards.

J. Reinforce doors and frames to receive surface-applied hardware.K. Prime Finish: Manufacturer's standard, factory-applied coat of

lead- and chromate-free primer complying with ANSI/SDI A250.10acceptance criteria.

1.4 INSTALLATIONA. Install hollow metal frames to comply with ANSI/SDI A250.11.

1. Fire-Rated Frames: Install according to NFPA 80.B. Install doors to provide clearances between doors and frames as

indicated in ANSI/SDI A250.11.C. Prime-Coat Touchup: Immediately after erection, sand smooth

rusted or damaged areas of prime coat and apply touchup of compatible air-drying rust-inhibitive primer.

SECTION 081416 - FLUSH WOOD DOORS

1.1 SECTION REQUIREMENTSA. Submittals: Samples for factory-finished and

plastic-laminate-faced doors.1.2 DOOR CONSTRUCTION, GENERAL

A. Quality Standard: WDMA I.S.1-A.B. Fire-Rated Wood Doors: Labeled by a testing and inspecting

agency acceptable to authorities having jurisdiction based on testing at positive pressure according to NFPA 252 or UL 10C.1. At vertical exit enclosures and exit passageways, provide doors

that have a temperature rise rating of 450 deg F (250 deg C).C. WDMA I.S.1-A Performance Grade:

1. Heavy Duty unless otherwise indicated.2. Extra Heavy Duty: Classrooms, Public toilets, Janitor's closets,

Assembly spaces and Exits.3. Standard Duty: Closets (not including janitor's closets) and

Private toilets.D. Particleboard-Core Doors: Provide structural composite lumber

cores instead of particleboard cores for doors with exit devices orprotection plates.

E. Fire-Protection-Rated Doors: Provide core specified or mineral core as needed to provide fire-protection rating indicated. Providethe following for mineral-core doors:1. Composite blocking where required to eliminate

through-bolting hardware.2. Laminated-edge construction.3. Formed-steel edges and astragals for pairs of doors.

1.3 FLUSH WOOD DOORSA. Doors for Transparent Finish:

1. Interior Solid-Core Doors: Premium grade, five or seven-ply,structural composite lumber cores.a. Faces: Grade AA, Species and Cut as indicated on Drawings.b. Veneer Matching: Book and balance match, unless

otherwise indicated on Drawings.c. Pair matching and set matching.d. Continuous matching for doors with transoms.

B. Doors for Opaque Finish:1. Interior Solid-Core Doors: Premium grade, three-ply,

structural composite lumber cores.a. Faces: Hardboard or MDF.

C. Plastic-Laminate-Faced Doors:1. Interior Solid-Core Doors: Custom grade, three-ply, structural

composite lumber cores.2. Exposed Vertical Edges: Plastic laminate that matches faces.

1.4 LOUVERS AND LIGHT FRAMESA. Louvers: Primed steel louvers, unless otherwise indicated on

Drawings.B. Light Frames: Wood beads of same species as door faces.

1. At fire-rated doors provide primed steel frames approved foruse in doors of fire-protection rating indicated.

SPECIFICATIONS

RC

MM/MP

A012

SECTION 083113 - ACCESS DOORS AND FRAMES

1.1 SECTION REQUIREMENTSA. Submittals: Product Data.B. Fire-Rated Access Doors and Frames: Labeled by a testing and

inspecting agency acceptable to authorities having jurisdiction based on testing per the following:1. Vertical Access Doors: NFPA 252 or UL 10C.2. Horizontal Access Doors and Frames: ASTM E 119.

1.2 MATERIALSA. Steel Sheets: ASTM A 1008/A 1008M or ASTM A 591/A 591M.B. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, with A60

(ZF180) or G60 (Z180) coating.C. Stainless-Steel Sheets: ASTM A 666, Type 304, with No. 4

directional satin finish.1.3 ACCESS DOORS AND PANELS

A. Flush Access Doors and Trimless Frames: Prime-painted steel units with drywall bead flange.

B. Fire-Rated, Insulated, Flush Access Doors and Trimless Frames:Prime-painted steel, self-latching units with automatic closer.

C. Locks: Flush to finished surface, screwdriver operated.1.4 INSTALLATION

A. Install access doors and panels accurately in position. Adjust hardware and door and panels for proper operation.

B. Install fire-rated access doors and panels according to NFPA 80.

SECTION 081416 - FLUSH WOOD DOORS (continued)

1.5 FABRICATION AND FINISHINGA. Factory fit doors to suit frame-opening sizes indicated and to

comply with clearances specified.B. Factory machine doors for hardware that is not surface applied.

Locate hardware to comply with DHI-WDHS-3.C. Cut and trim openings to comply with referenced standards.

1. Trim light openings with moldings indicated.2 . Factory install glazing in doors indicated to be factory finished.

3. Factory install louvers in prepared openings.D. If indicated on Drawings, factory finish doors indicated for

transparent finish with stain and manufacturer's standard finishcomplying with WDMA TR-4, conversion varnish for grade specifiedfor doors.1. Sheen: As indicated on Drawings.

E. If indicated on Drawings, factory finish doors indicated for opaquefinish with manufacturer's standard finish complying with WDMAOP-4, conversion varnish for grade specified for doors.1. Sheen: As indicated on Drawings.

1.6 INSTALLATIONA. Install doors to comply with manufacturer's written instructions

and WDMA I.S.1-A, and as indicated.1. Install fire-rated doors to comply with NFPA 80.

B. Clearances: As follows unless otherwise indicated:1. 1/8 inch (3.2 mm) at heads, jambs, and between pairs of doors.2. 1/8 inch (3.2 mm) from bottom of door to top of decorative floor

finish or covering.3. 1/4 inch (6.4 mm) from bottom of door to top of threshold.4. Comply with NFPA 80 for fire-rated doors.

C. Repair, refinish, or replace factory-finished doors damaged duringinstallation, as directed by Architect.

SECTION 087100 - DOOR HARDWARE

1.1 SECTION REQUIREMENTSA. Submittals: Hardware schedule and keying schedule.B. Deliver keys to Owner.C. Fire-Resistance-Rated Assemblies: Provide products that comply

with NFPA 80 and are listed and labeled by a testing and inspectingagency acceptable to authorities having jurisdiction for applications indicated. On exit devices provide label indicating "Fire Exit Hardware."

1.2 HARDWAREA. Manufacturers:

1. As indicated on Drawings.B. Hinges:

1. Ball-bearing hinges for doors with closers and entry doors.2. 2 hinges for 1-3/8-inch- (35-mm-) thick wood doors.3. 3 hinges for 1-3/4-inch- (45-mm-) thick doors 90 inches

(2300 mm) or less in height; 4 hinges for doors more than90 inches (2300 mm) in height.

C. Locksets and Latchsets:1. BHMA A156.2, Series 4000, Grade 1 for bored locks and latches.2. BHMA A156.3, Grade 1 for exit devices.3. BHMA A156.5, Grade 1 for auxiliary locks.4. BHMA A156.12, Series 5000, Grade 1 for interconnected locks

and latches.5. BHMA A156.13, Series 1000, Grade 1 for mortise locks and

latches.6. Lever handles on locksets and latchsets.7. Provide trim on exit devices matching locksets.

D. Key locks to Owner's existing master-key system.E. Closers:

1. Mount closers on interior side (room side) of door opening. Provide regular-arm, parallel-arm, or top-jamb-mounted closers as necessary.

2. Adjustable delayed opening (accessible to people with disabilities) feature on closers.

F. Provide wall stops or floor stops for doors without closers.G. Provide hardware finishes as indicated on Drawings.

1.3 INSTALLATIONA. Mount hardware in locations recommended by the Door and

Hardware Institute unless otherwise indicated.1.4 HARDWARE SCHEDULE

A. As indicated on Drawings.

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816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 10, 2010

PROJECT NUMBER


2010309.010






SECTION 088000 - GLAZING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and 12-inch- (300-mm-) square

Samples.B. Safety Glass: Category II materials complying with testing

requirements in 16 CFR 1201.C. Glazing Publications: Comply with published recommendations of

glass product manufacturers and organizations below, unless more stringent requirements are indicated.1. GANA Publications: GANA's "Laminated Glazing Reference

Manual" and GANA's "Glazing Manual."D. Safety Glazing Labeling: Where safety glazing labeling is indicated,

permanently mark glazing with certification label of the SGCC oranother certification agency acceptable to authorities having jurisdiction. Label shall indicate manufacturer's name, type of glass, thickness, and safety glazing standard with which glass complies.

1.2 GLASS PRODUCTSA. Float Glass: ASTM C 1036, Type I, Quality-Q3.B. Heat-Treated Float Glass: ASTM C 1048; Type I; Quality-Q3.C. Patterned Glass: ASTM C 1036, Type II, Class 1 (clear), Form 3;

Quality-Q6.D. Tempered Patterned Glass: ASTM C 1048, Kind FT (fully

tempered), Type II, Class 1 (clear), Form 3; Quality-Q6.E. Laminated Glass: ASTM C 1172, and complying with testing

requirements in 16 CFR 1201 for Category II materials.1.3 MONOLITHIC GLASS < MGL >

A. Products:1. As indicated on Drawings.

1.4 LAMINATED GLASS < LGL >A. Products:

1. As indicated on Drawings.1.5 GLAZING SEALANTS

A. Glazing Sealant: Neutral-curing silicone glazing sealant complyingwith ASTM C 920, Type S, Grade NS, Class 25, Use NT.

1.6 INSTALLATIONA. Comply with combined recommendations of manufacturers of

glass, sealants, gaskets, and other glazing materials, unless morestringent requirements are contained in GANA's "Glazing Manual."

B. Set glass lites in each series with uniform pattern, draw, bow, andsimilar characteristics.

C. Remove nonpermanent labels, and clean surfaces immediately after installation.

SECTION 092216 - NON-STRUCTURAL METAL FRAMING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data.

1.2 PERFORMANCE REQUIREMENTSA. Fire-Resistance-Rated Assemblies: Provide materials and

construction identical to those tested in assemblies per ASTM E 119 by an independent testing and inspecting agency acceptable toauthorities having jurisdiction.

B. STC-Rated Assemblies: Provide materials and construction identical to those tested in assemblies per ASTM E 90 and classified per ASTM E 413 by a qualified independent testing andinspecting agency.

1.3 METAL FRAMING AND SUPPORTSA. Steel Framing Members, General: ASTM C 754.

1. Steel Sheet Components: ASTM C 645. Thickness specified isminimum uncoated base-metal thickness.

2. Protective Coating: manufacturer's standard corrosion-resistant zinc coating.

B. Suspended Ceiling and Soffit Framing:1. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft

temper, 0.0625-inch (1.59-mm) diameter, or double strand of0.0475-inch- (1.21-mm-) diameter wire.

2. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, softtemper, and 0.162-inch (4.12-mm) diameter.

3. Carrying Channels: Cold-rolled steel, 0.0538 inch (1.37 mm) thick, 1-1/2 inches (38.1 mm) deep.

4. Furring Channels: Steel, rigid hat-shaped channels; 7/8 inch(22.2 mm) deep, 0.0296 inch (0.752 mm) thick.

5. Grid Suspension System for Interior Ceilings: Interlocking, direct-hung system.

C. Partition and Soffit Framing:1. Studs and Runners: In depth indicated and 0.0296 inch

(0.752 mm) thick unless otherwise indicated on Drawings.2. Flat Strap and Backing: 0.0296 inch (0.752 mm) thick.3. Rigid Hat-Shaped Furring Channels: In depth indicated and

0.0296 inch (0.752 mm) thick.4. Resilient Furring Channels: 1/2 inch (12.7 mm) deep, with

single- or double-leg configuration.5. Cold-Rolled Furring Channels: 0.0538 inch (1.37 mm) thick,

3/4 inch (19.1 mm) deep.6. Z-Furring: In depth required by insulation, 1-1/4-inch

(31.8-mm) face flange, 7/8-inch (22.2-mm) wall-attachment flange, and 0.0179 inch (0.454 mm) thick.

1.4 ACCESSORIESA. General: Comply with referenced installation standards.

1. Fasteners for Metal Framing: Of type, material, size, corrosionresistance, holding power, and other properties required to fasten steel members to substrates.

B. Acoustical Sealant for Concealed Joints: Nonsag, latex sealant complying with ASTM C 834.

1.5 INSTALLATIONA. Install steel framing to comply with ASTM C 754 and with

ASTM C 840 requirements that apply to framing installation and with United States Gypsum's "Gypsum Construction Handbook."1. Gypsum Plaster Assemblies: Also comply with ASTM C 841.2. Portland Cement Plaster Assemblies: Also comply with

ASTM C 1063.3. Gypsum Veneer Plaster Assemblies: Also comply with

ASTM C 844.B. Install supplementary framing, and blocking to support fixtures,

equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction.

C. Isolate steel framing from building structure, except at floor, to prevent transfer of loading imposed by structural movement.1. Where studs are installed directly against exterior walls, install

asphalt-felt or foam-gasket isolation strip between studs andwall.

D. Fire-Resistance-Rated Assemblies: Comply with requirements oflisted assemblies.

SECTION 092900 - GYPSUM BOARD

1.1 SUBMITTALSA. Product Data and Samples of Trim Accessories.

1.2 QUALITY ASSURANCEA. Fire-Resistance-Rated Assemblies: For fire-resistance-rated

assemblies, provide materials and construction identical to thosetested in assembly indicated according to ASTM E 119 by an independent testing agency.

B. STC-Rated Assemblies: For STC-rated assemblies, provide materials and construction identical to those tested in assemblyindicated according to ASTM E 90 and classified according toASTM E 413 by an independent testing agency.

1.3 INTERIOR GYPSUM BOARDA. General: Complying with ASTM C 36/C 36M or

ASTM C 1396/C 1396M, as applicable to type of gypsum board indicated and whichever is more stringent.1. Available Manufacturers: Subject to compliance with

requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, thefollowing:a. American Gypsum Co.b. G-P Gypsum.c. National Gypsum Company.d. USG Corporation.

B. Regular Type:1. Thickness: 5/8 inch (12.7 mm), unless otherwise indicated on

Drawings.C. Type X:

1. Thickness: 5/8 inch (15.9 mm), unless otherwise indicated onDrawings.

D. Special Type X: Having improved fire resistance over standard Type X, and complying with requirements of fire-resistance-ratedassemblies indicated on Drawings.1. Thickness: As required by fire-resistance-rated assembly

indicated on Drawings.E. Flexible Type: Manufactured to bend to fit radii and to be more

flexible than standard regular-type gypsum board of same thickness.1. Thickness: 1/4 inch (6.4 mm).

F. Ceiling Type: Manufactured to have more sag resistance than regular-type gypsum board.1. Thickness: 1/2 inch (12.7 mm).

G. Abuse-Resistant Type: Manufactured to produce greater resistance to surface indentation and through-penetration (impactresistance) than standard, regular-type and Type X gypsum board.1. Core: 5/8 inch (15.9 mm), Type X, unless otherwise indicated on

Drawings.H. Moisture- and Mold-Resistant Type: With moisture- and

mold-resistant core and surfaces.1. Core: 5/8 inch (15.9 mm), Type X, unless otherwise indicated on

Drawings.1.4 TILE BACKING PANELS

A. Water-Resistant Gypsum Backing Board: ASTM C 630/C 630M orASTM C 1396/C 1396M.1. Available Manufacturers: Subject to compliance with

requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, thefollowing:a. American Gypsum Co.b. G-P Gypsum.c. National Gypsum Company.d. USG Corporation.

2. Core: 5/8 inch (15.9 mm), Type X, unless otherwise indicated onDrawings.

B. Glass-Mat, Water-Resistant Backing Board:1. Complying with ASTM C 1178/C 1178M.

a. Product: Subject to compliance with requirements, provide"DensShield Tile Guard" by G-P Gypsum or equal.

2. Complying with ASTM C1177/C 1177M.a. Product: Subject to compliance with requirements, provide

"DensArmor Plus Interior Guard" by G-P Gypsum.3. Core: 5/8 inch (15.9 mm), Type X, unless otherwise indicated on

Drawings.1.5 TRIM ACCESSORIES

A. Interior Trim: ASTM C 1047.1. Material: Galvanized or aluminum-coated steel sheet or rolled

zinc.2. Shapes:

a. Cornerbead.b. Bullnose bead.c. LC-Bead: J-shaped; exposed long flange receives joint

compound.d. L-Bead: L-shaped; exposed long flange receives joint

compound.e. U-Bead: J-shaped; exposed short flange does not receive

joint compound.f. Expansion (control) joint.g. Curved-Edge Cornerbead: With notched or flexible flanges.

B. Aluminum Trim: Extruded accessories of profiles and dimensionsindicated.1. Available Manufacturers: Subject to compliance with

requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, thefollowing:a. Fry Reglet Corp.b. Gordon, Inc.c. Pittcon Industries.

2. Aluminum: Alloy and temper with not less than the strength and durability properties of ASTM B 221 (ASTM B 221M),Alloy 6063-T5.

3. Finish: As indicated on Drawings.1.6 JOINT TREATMENT MATERIALS

A. General: Comply with ASTM C 475/C 475M.B. Joint Tape:

1. Interior Gypsum Wallboard: Paper.2. Exterior Gypsum Soffit Board: Paper.3. Glass-Mat Gypsum Sheathing Board: 10-by-10 glass mesh.4. Tile Backing Panels: As recommended by panel manufacturer.

SECTION 092900 - GYPSUM BOARD (continued)

C. Joint Compound for Interior Gypsum Wallboard: For each coat useformulation that is compatible with other compounds applied onprevious or for successive coats.1. Prefilling: At open joints and damaged surface areas, use

setting-type taping compound.2. Embedding and First Coat: For embedding tape and first coat

on joints, fasteners, and trim flanges, use drying-type, all-purpose compound.a. Use setting-type compound for installing paper-faced metal

trim accessories.3. Fill Coat: For second coat, use drying-type, all-purpose

compound.4. Finish Coat: For third coat, use drying-type, all-purpose

compound.5. Skim Coat: For final coat of Level 5 finish, use high-build

interior coating product designed for application by airless sprayer and to be used instead of skim coat to produce Level 5finish.

D. Joint Compound for Tile Backing Panels:1. Water-Resistant Gypsum Backing Board: Use setting-type

taping compound and setting-type, sandable topping compound.

2. Glass-Mat, Water-Resistant Backing Panel: As recommendedby backing panel manufacturer.

1.7 AUXILIARY MATERIALSA. General: Provide auxiliary materials that comply with referenced

installation standards and manufacturer's written recommendations.

B. Laminating Adhesive: Adhesive or joint compound recommendedfor directly adhering gypsum panels to continuous substrate.

C. Steel Drill Screws: ASTM C 1002, unless otherwise indicated.1. Use screws complying with ASTM C 954 for fastening panels to

steel members from 0.033 to 0.112 inch (0.84 to 2.84 mm) thick.D. Sound Attenuation Blankets: ASTM C 665, Type I (blankets without

membrane facing) produced by combining thermosetting resins with mineral fibers manufactured from glass, slag wool, or rockwool.1. Fire-Resistance-Rated Assemblies: Comply with mineral-fiber

requirements of assembly.E. Acoustical Sealant: As specified in Division 07 Section "Joint

Sealants.1.8 APPLYING AND FINISHING PANELS, GENERAL

A. Comply with ASTM C 840.B. Examine panels before installation. Reject panels that are wet,

moisture damaged, and mold damaged.C. Isolate perimeter of gypsum board applied to non-load-bearing

partitions at structural abutments, except floors. Provide 1/4- to1/2-inch- (6.4- to 12.7-mm-) wide spaces at these locations, andtrim edges with edge trim where edges of panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant.

1.9 APPLYING INTERIOR GYPSUM BOARDA. Install interior gypsum board in the following locations:

1. Regular Type: Vertical surfaces, unless otherwise indicated.2. Type X: Where required for fire-resistance-rated assembly.3. Special Type X: Where required for specific

fire-resistance-rated assembly indicated.4. Flexible Type: Apply in double layer at curved assemblies.5. Ceiling Type: Ceiling surfaces.6. Abuse-Resistant Type: As indicated on Drawings.7. Moisture- and Mold-Resistant Type: Vertical surfaces in rooms

containing plumbing fixtures and as indicated on Drawings.1.10 APPLYING TILE BACKING PANELS

A. Water-Resistant Gypsum Backing Board: Install on all vertical surfaces indicated to receive tile.

B. Glass-Mat, Water-Resistant Backing Panel: Comply with manufacturer's written installation instructions and install at showers, tubs, and where indicated. Install with 1/4-inch (6.4-mm)gap where panels abut other construction or penetrations.

1.11 INSTALLING TRIM ACCESSORIESA. General: For trim with back flanges intended for fasteners, attach

to framing with same fasteners used for panels. Otherwise, attachtrim according to manufacturer's written instructions.

B. Control Joints: Install control joints according to ASTM C 840 andin specific locations approved by Architect for visual effect.

C. Interior Trim: Install in the following locations:1. Cornerbead: Use at outside corners, unless otherwise

indicated.2. Bullnose Bead: Use where indicated.3. LC-Bead: Use at exposed panel edges.4. L-Bead: Use where indicated.5. U-Bead: Use where indicated.6. Curved-Edge Cornerbead: Use at curved openings.

D. Aluminum Trim: Install in locations indicated on Drawings.1.12 FINISHING GYPSUM BOARD

A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, andelsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces.

B. Prefill open joints and damaged surface areas.C. Apply joint tape over gypsum board joints, except those with trim

having flanges not intended for tape.D. Gypsum Board Finish Levels: Finish panels to levels indicated

below:1. Level 1: Ceiling plenum areas, concealed areas, and where

indicated.2. Level 2: Panels that are substrate for tile and where indicated

on Drawings.3. Level 3: Where indicated on Drawings.4. Level 4: At panel surfaces that will be exposed to view, unless

otherwise indicated.a. Primer and its application to surfaces are specified in other

Division 09 Sections.5. Level 5: Where indicated on Drawings.

a. Primer and its application to surfaces are specified in otherDivision 09 Sections.

E. Glass-Mat, Water-Resistant Backing Panels: Finish according tomanufacturer's written instructions.

1.13 PROTECTIONA. Protect installed products from damage from weather,

condensation, direct sunlight, construction, and other causes during remainder of the construction period.

B. Remove and replace panels that are wet, moisture damaged, andmold damaged.

1. Indications that panels are wet or moisture damaged include, butare not limited to, discoloration, sagging, or irregular shape.

2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration.

SECTION 093000 - TILING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data for each type of product indicated and

Samples for tile and grout.B. Obtain tile of each type and color or finish from same production

run for each contiguous areaC. Deliver and store packaged materials in original containers with

seals unbroken and labels intact until time of use.1.2 CERAMIC, PORCELAIN, STONE AND GLASS TILE < TIL >


1.3 INSTALLATION MATERIALSA. Fiber-Cement Underlayment: ASTM C 1288, 1/2 inch (12.7 mm)

thick.B. Waterproofing Membranes for Thin-Set Installations:

ANSI A118.10, fabric-faced chlorinated polyethylene, PVC, or polyethylene sheet product.

C. Setting and Grouting Materials: Comply with material standards inANSI's "Specifications for the Installation of Ceramic Tile" that apply to materials and methods indicated.1. Thin-Set Mortar Type: Latex-portland cement.2. Grout Type: Polymer modified unless otherwise indicated.

1.4 INSTALLATIONA. Comply with TCA's "Handbook for Ceramic Tile Installation" for

TCA installation methods specified in tile installation schedules.Comply with parts of ANSI A108 Series "Specifications for Installation of Ceramic Tile" that are referenced in TCA installationmethods, specified in tile installation schedules, and apply to typesof setting and grouting materials used.1. For installations indicated below, follow procedures in ANSI's

"Specifications for the Installation of Ceramic Tile" for providing95 percent mortar coverage.a. Tile floors in wet areas.b. Tile floors in laundries.c. Tile floors composed of tiles 8 by 8 inches (200 by 200 mm)

or larger.d. Tile floors composed of rib-backed tiles.

B. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, orbuilt-in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates,collars, or covers overlap tile.

C. Lay tile in grid pattern unless otherwise indicated. Align joints where adjoining tiles on floor, base, walls, and trim are the samesize.

D. Where indicated, prepare substrates to receive waterproofing byapplying a reinforced mortar bed that complies with ANSI A108.1Aand is sloped 1/4 inch per foot (1:50) toward drains.

E. Install waterproofing to comply with ANSI A108.13.F. Do not install tile over waterproofing until waterproofing has cured

and been tested to determine that it is watertight.G. Interior Floor Tile Installation Method(s):

1. Over Concrete Subfloors: TCA F113 (thin-set mortar).2. Over Waterproof Membranes on Concrete Subfloors: TCA F122

(thin-set mortar).H. Interior Wall Tile Installation Method(s):

1. Over Concrete and Masonry: TCA W202 (thin-set mortar).2. Over Metal Studs or Furring: TCA W243 (thin-set mortar on

gypsum board).3. Bathtub Wall Installations, Metal Studs or Furring: TCA B413

with thin-set mortar (thin-set mortar on water-resistant gypsum board).

4. Bathtub/Shower Wall Installations, Metal Studs or Furring: TCA B419 with thin-set mortar (thin-set mortar on glass-mat,water-resistant backer board).

5. Shower Receptor and Wall Installations, Concrete or Masonry:TCA B421 (thin-set mortar over waterproof membrane).

6. Shower Receptor and Wall Installations, Metal Studs or Furring:TCA B420 (thin-set mortar on glass-mat, water-resistant backer board).

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SECTION 096813 - TILE CARPETING

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Samples.B. Extra Materials: Deliver to Owner carpet tiles equal to 5 percent of

each type and color carpet tile installed, packaged with protectivecovering for storage.

1.2 CARPET TILE < TCP >.A. Products:

1. As indicated on Drawings.1.3 INSTALLATION

A. Comply with CRI 104.B. Installation Method: As recommended by manufacturer.C. Install borders parallel to walls.

SECTION 096513 - RESILIENT BASE AND ACCESSORIES

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and Samples.B. Extra Materials: Deliver to Owner at least 20 linear feet (linear m)

of each type and color of resilient wall base installed.1.2 RESILIENT BASE < RWB >


B. ASTM F 1861, Type TS (rubber, vulcanized thermoset).C. Lengths: Coils in manufacturer's standard lengths.D. Outside Corners: Preformed.E. Inside Corners: Preformed.

1.3 RESILIENT MOLDING ACCESSORY < RMA >A. Products:

1. As indicated on Drawings.1.4 INSTALLATION ACCESSORIES

A. Trowelable Leveling and Patching Compounds: Latex-modified,portland cement- or blended hydraulic cement-based formulationprovided or approved by flooring manufacturer for applications indicated.

B. Adhesives: Water-resistant type recommended by manufacturerto suit products and substrate conditions.

C. Metal Edge Strips: Extruded aluminum with mill finish of width shown, of height required to protect exposed edges of tiles, and inmaximum available lengths to minimize running joints.

1.5 INSTALLATIONA. Prepare concrete substrates according to ASTM F 710. Verify that

substrates are dry and free of curing compounds, sealers, and hardeners.

B. Adhesively install resilient wall base and accessories.C. Install wall base in maximum lengths possible. Apply to walls,

columns, pilasters, casework, and other permanent fixtures in rooms or areas where base is required.

D. Install reducer strips at edges of floor coverings that would otherwise be exposed.

SECTION 095123 - ACOUSTICAL TILE CEILINGS

1.1 SECTION REQUIREMENTSA. Submittals: Product Data and material Samples.

1.2 PERFORMANCE REQUIREMENTSA. Fire-Resistance-Rated Assemblies: Provide materials and

construction identical to those tested in assemblies perASTM E 119 by an independent testing and inspecting agency acceptable to authorities having jurisdiction.

B. Seismic Standard: Provide acoustical tile ceilings designed and installed to withstand the effects of earthquake motions accordingto the following:1. CISCA's Recommendations for Acoustical Ceilings: Comply

with CISCA's "Recommendations for Direct-Hung Acoustical Tile and Lay-in Panel Ceilings - Seismic Zones 0-2."

2. CISCA's Guidelines for Systems Requiring Seismic Restraint:Comply with CISCA's "Guidelines for Seismic Restraint of Direct-Hung Suspended Ceiling Assemblies -Seismic Zones 3 & 4."

3. UBC Standard 25-2, "Metal Suspension Systems for AcousticalTile and for Lay-in Panel Ceilings."

1.3 ACOUSTICAL CEILING TILE < ACT >A. Products:

1. As indicate on Drawings.B. Classification: Per ASTM E 1264:C. Surface-Burning Characteristics: ASTM E 1264, Class A materials,

tested per ASTM E 84.D. Edge Detail: Beveled, kerfed and rabbeted, unless otherwise

indicated on Drawings. .1.4 SUSPENSION SYSTEM

A. Ceiling Suspension System: Direct hung; ASTM C 635, heavy-dutystructural classification.

B. Attachment Devices: Size for 5 times the design load indicated inASTM C 635, Table 1, Direct Hung, unless otherwise indicated. Comply with seismic design requirements.

C. Wire Hangers, Braces, and Ties: Zinc-coated carbon-steel wire;ASTM A 641/A 641M, Class 1 zinc coating, soft temper.1. Size: Provide yield strength at least 3 times the hanger design

load (ASTM C 635, Table 1, Direct Hung), but not less than 0.106-inch- (2.69-mm-) diameter wire.

D. Seismic Struts: Manufacturer's standard product designed to accommodate seismic forces.

1.5 INSTALLATIONA. Ceiling Suspension System Installation: Comply with ASTM C 636

and CISCA's "Ceiling Systems Handbook."1. Fire-Rated Assembly: Install fire-rated ceiling systems

according to tested fire-rated design..B. Install acoustical tiles in coordination with suspension system and

exposed moldings and trim. Place splines or suspension systemflanges into kerfed edges so tile-to-tile joints are closed by doublelap of material.1. Fit adjoining tile to form flush, tight joints. Scribe and cut tile

for accurate fit at borders and around penetrations through tile.C. Arrange directionally patterned acoustical panels as indicated on

Drawings.

SECTION 099100 - PAINTING

1.1 SECTION REQUIREMENTSA. Submittals:

1. Product Data. Include printout of MPI's "MPI Approved Products List" with product highlighted.

2. Samples.B. Mockups: Full-coat finish Sample of each type of coating, color,

and substrate, applied where directed.C. Extra Materials: Deliver to Owner 1 gal. (3.8 L) of each color and

type of finish coat paint used on Project, in containers, properly labeled and sealed.

1.2 PAINT < PNT >A. MPI Standards: Provide materials that comply with MPI standards

indicated and listed in its "MPI Approved Products List."B. Material Compatibility: Provide materials that are compatible with

one another and with substrates.1. For each coat in a paint system, provide products recommended

in writing by manufacturers of topcoat for use in paint systemand on substrate indicated.

C. Colors and sheens: As indicated on Drawings.1.3 PREPARATION

A. Comply with recommendations in MPI's "MPI Architectural Painting Specification Manual" applicable to substrates indicated.

B. Remove hardware, lighting fixtures, and similar items that are notto be painted. Mask items that cannot be removed. Reinstall itemsin each area after painting is complete.

C. Clean and prepare surfaces in an area before beginning painting inthat area. Schedule painting so cleaning operations will not damage newly painted surfaces.

1.4 APPLICATIONA. Comply with recommendations in MPI's "MPI Architectural

Painting Specification Manual" applicable to substrates indicated.B. Paint exposed surfaces, new and existing, unless otherwise

indicated.1. Paint surfaces behind movable equipment and furniture same

as similar exposed surfaces.2. Paint surfaces behind permanently fixed equipment or furniture

with prime coat only.3. Paint the back side of access panels.4. Color-code mechanical piping in accessible ceiling spaces.5. Do not paint prefinished items, items with an integral finish,

operating parts, and labels unless otherwise indicated.C. Apply paints according to manufacturer's written instructions.

1. Use brushes where the use of other applicators is not practical.2. Use rollers for finish coat on interior walls and ceilings.

D. Apply paints to produce surface films without cloudiness, spotting,holidays, laps, brush marks, roller tracking, runs, sags, ropiness,or other surface imperfections. Cut in sharp lines and color breaks.1. If undercoats or other conditions show through topcoat, apply

additional coats until cured film has a uniform paint finish, color, and appearance.

E. Apply stains and transparent finishes to produce surface films without color irregularity, cloudiness, holidays, lap marks, brushmarks, runs, ropiness, or other imperfections. Use multiple coatsto produce a smooth surface film of even luster.

1.5 INTERIOR PAINT APPLICATION SCHEDULEA. Concrete, Nontraffic Surfaces:

1. Alkyd: Two coats over primer/sealer: MPI INT 3.1D.B. Clay Masonry:

1. Alkyd: Two coats over primer/sealer: MPI INT 4.1D.C. Concrete Masonry Units:

1. Alkyd: Two coats over latex block filler: MPI INT 4.2C.D. Steel:

1. Latex: Two coats over quick-drying alkyd primer:MPI INT 5.1Q.

E. Galvanized Metal:1. Latex: Two coats over cementitious galvanized-metal primer:

MPI INT 5.3A.F. Aluminum:

1. Latex: Two coats over quick-drying primer for aluminum: MPIINT 5.4H.

G. Dressed Lumber: Including architectural woodwork and doors.1. Latex: Two coats over alkyd primer: MPI INT 6.3U.2. Polyurethane: Three coats over stain: MPI INT 6.3E.

H. Wood Panel-Products:1. Polyurethane: Three coats over stain: MPI INT 6.4E.

I. Gypsum Board:1. Latex: Two coats over primer/sealer: MPI INT 9.2A.

J. Plaster:1. Latex: Two coats over primer/sealer: MPI INT 9.2A.

SECTION 104416 - FIRE EXTINGUISHERS

1.1 SECTION REQUIREMENTSA. Submittals: Product Data.

1.2 FIRE EXTINGUISHERS AND BRACKETS < PFE >A. Portable Fire Extinguishers: NFPA 10, listed and labeled for the

type, rating, and classification of extinguisher.1. Manufacturers: Subject to compliance with requirements,

available manufacturers offering products that may be incorporated into the Work include, but are not limited to, thefollowing:a. Amerex Corporation.b. Ansul incorporated; Tyco International Ltd.c. Badger Fire Protection; a Kidde company.d. Larsen's manufacturing Company.

2. Multipurpose Dry-Chemical Type: UL-rated 2-A:10-B:C, 5-lb(2.3-kg) nominal capacity, in enameled-steel container.

B. Mounting Brackets: Manufacturer's standard steel, designed tosecure fire extinguisher to wall or structure, of sizes required forfire extinguishers indicated, with plated or baked-enamel finish.

1.3 INSTALLATIONA. Install mounting brackets in locations indicated at 54 inches

(1372 mm) above finished floor to top of fire extinguisher.B. Install fire extinguishers in mounting brackets and cabinets where

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DENOTES PUBLIC WAY & ACCESSIBLE PATH

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DENOTES PUBLIC WAY & ACCESSIBLE PATH TO BUS STOP AT CORNER 4680 WILSHIRE

OUTLINE OF THREE-LEVEL SUBTERRANEAN PARKING GARAGE

OUTLINE OF THREE-STORY OFFICE BUILDING

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GENERALREQUIREMENTS

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A031GENERAL REQUIREMENTS A01 A031

Door handles, pulls, latches, locks and other operating devices ondoors required to be accessible shall not require tight grasping,tight pinching or twisting of the wrist to operate. Manually operatedbolts or surface bolts are not permitted. The unlatching of any dooror leaf shall not require more than one operation. (1008.1.8)

Latching and locking doors that are hand activated and which are ina path of travel shall be operable with a single effort by lever typehardware, by panic bars, push-pull activating bars, or otherhardware designed to provide passage without requiring the abilityto grasp the opening hardware. (1133B.2.5.2)

Hand-activated door opening hardware shall be centered between30" and 44" above the floor. (1133B.2.5.2)

When installed, doorways shall have a minimum clear opening of 32inches with the door open 90 degrees. (1133B.1.1.1.1, Fig 11B -5B &11B-33)

Maximum effort to operate exterior and interior doors shall notexceed 5 pounds, with such pull or push effort being applied at rightangles to hinged doors and at the center plane of sliding or foldingdoors. Compensating devices or automatic door operators may beutilized to meet the above standards. When fire doors are required,the maximum effort to operate the door may be increased to theminimum allowable by the appropriate administrative authority, notto exceed 15 lbf. (1133B.2.5)

When a door has a closer, then the sweep period of the closer shallbe adjusted so that from an open position of 70 degrees, the doorwill take at least 3 seconds to move to a point 3 inches from thelatch, measured to the landing edge of the door. (1133B.2.5.1)

Level area is defined as "a specified surface that does not have aslope in any direction exceeding 1/4 inch in one foot from thehorizontal (2.083% gradient)." (1102B)

Changes in level up to 1/4 inch may be vertical and without edgetreatment. (1124B.2, Fig 11 B-5E(c))

Changes in level between 1/4 inch and 1/2 inch shall be beveled witha slope no steeper that 1:2. (1124B.2, Fig 11 B-5E(d))

Controls and operating mechanisms in accessible spaces, alongaccessible routes or as part of accessible elements and those inSection 109.1 are required to be accessible. (1117B.6.1)

Clear floor space complying with Section 1118B.4 that allows aforward or parallel approach by a person using a wheelchair shallbe provided at controls, dispensers, receptacles, and other operableequipment. (1117B.6.2)

The highest and lowest operable part of all controls, dispensers,receptacles, and other operable equipment shall be placed withinone of the reach ranges specified in Sections 1118B.5 and 1118B.6.Electrical and communication system receptacles on walls shall bemounted no less than 15 inches above the floor. (1117B.6.3)

Controls and operating mechanisms shall be operable with onehand and shall not require tight grasping, punching, or twisting ofthe wrist. To force required to activate controls shall be no greaterthan 5 pounds of force. ( 1117B.6.4)

For accessible lavatories, faucet controls and operatingmechanisms shall be operable with one hand and shall not requiregrasping, pinching, or twisting of the wrist. The force required toactive faucet controls and operating mechanisms shall be nogreater than 5 Ibf. Lever-operated, push-type, and electronicallycontrolled mechanisms are examples of acceptable designs.Self-closing valves are allowed if the faucet remains open for atleast 10 seconds. (1115B.4.3)

California's standards for signage are more stringent and aresignificantly larger and wider than Federal law, Americans withDisabilities Act (ADA) Section 4.30. (1117B.5)

The International Symbol of Accessibility shall be the standard usedto identify facilities that are accessible to and usable by physicallydisabled persons as set forth in Title 24 and as specifically requiredin this Section. (1117B.5.8.1, Fig 11B-6)

The International Symbol of Accessibility shall consist of a whitefigure on a blue background. The blue shall be equal to Color No.15090 in Federal Standard 595B. (1117B5.8.1.1)

All building and facility entrances that are accessible to and usableby persons with disabilities and at every major junction along orleading to an accessible route of travel shall be identified with a signdisplaying the International Symbol of Accessibility and withadditional directional signs, as required, to be visible to personsalong approaching circulation paths. (1117B.5.8.1.2. & 1127B.3)

When permanent identification is provided for rooms and spaces of abuilding or site, raised letters shall be provided and shall beaccompanied by Braille in conformance with Section 1117B.5.2through 1117B.5.7. Signs shall be installed on the wall adjacent tothe latch outside of the door. Where there is no wall space on thelatch side, including at double leaf doors, signs shall be placed onthe nearest adjacent wall, preferably on the right. Mounting heightshall be 60 inches above the finished floor to the centerline of thesign. Mounting location shall be determined so that a person mayapproach within 3inches of signage without encountering protrudingobjects or standing within the swing of a door. (1117B.5.1, 1117B.5.7)

When signs direct to or give information about permanent roomsand functional spaces of a building or site, they shall comply withSections 1117B.5.2, 1117B.5.3, 1117B.5.4. Means of egress signs andidentification for visual exit signs, graphics, illumination, powersource, tactile exit signage, tactile stair level identification andspecial egress control devices shall comply with Sections 1003.2.8.1,1003.2.8.5, 1003.2.9, 1003.2.10 and 1003.3.1.10.(1117B.5.1.2)

When raised characters or when pictogram symbols are used, theyshall conform to the following:(1117B.5.5)a) Characters on signs shall be raised or recessed 1/32 inchminimum and shall be sans - serif uppercase charactersaccompanied by Grade 2 Braille complying with section 1117B.5.6.(1117B.5.5.1)b) Raised characters or symbols shall be a minimum of 5/8 inch,

high and a maximum of 2 inches high. (1117B.5.5.2)c) Pictorial symbol signs (pictograms) shall be accompanied bythe verbal description placed directly below the pictogram. Theoutside dimension of the pictogram field shall be a minimum of 6inches in height. (1117B.5.5.3)d) Characters and Braille shall be in a horizontal format. Brailleshould be placed a minimum of 3/8-inch and a maximum of 1/2-inchdirectly below the tactile characters; flush left or centered. Whentactile sign is multi-lined, all Braille shall be placed together belowall lines of tactile text. (1117B.5.5.4)

Characters on signs shall have a width-to-height ratio of between3:5 and 1:1 and a stroke width-to-height ratio between 1:5 and 1:10.(1117B.5.3)

Characters, symbols and their background shall have a non-glarefinish. Characters and symbols shall contrast with their background,either light characters on a dark background or dark characters ona light background. (1117B.5.2)

Characters and numbers on signs shall be sized according to theviewing distance from which they are to be read. The minimumheight is measured using an upper case "X". Lower case charactersare permitted. For signs suspended or projected above the finishfloor in compliance with Section 1133B.8.6, the minimum characterheight shall be 3 inches. (1117B.5.4)

Contracted Grade 2 Braille shall be used wherever Braille isrequired in other portions of these Standards. Dots shall be 1/10inch on centers in each cell with 2/10-inch space between cells.Dots shall be raised a minimum of 1/40 inch above the background.(1117B.5.6)

The highest operable part of all controls, dispensers, receptaclesand other operable equipment shall be shall be installed at anaccessible location meeting the clearances and reach rangerequirements of Section 1118B.5 and 1118B.6 and not less than 15"above the floor or working platforms. (1117B.6.3)

The center of the grip of the operating handle of controls orswitches intended to be used by the occupant of the room or area tocontrol lighting and receptacle outlets, appliances, or cooling,heating, and ventilating equipment shall be 48" above the floor orworking platform. (1117B.6, 5.1)

(NOTE: lf,emergency warning systems are provided, they shallinclude both audible alarms and visual alarms complying with NFPA72 and Chapter 9, Sections 907.9.1 and 907.9.2. (1114B.2)

Approved notification appliances for the hearing and visuallyimpaired shall be installed in accordance with the, provisions ofNFPA 72 in the following areas: Restrooms, Corridors, Multipurposerooms, & Any other area for common use.

Show a clear floor space 30" by 48" in front of a lavatory to allow aforward approach. Such clear floor space shall adjoin or overlap anaccessible route and shall extend a maximum of 19" into knee andtoe space underneath the lavatory. A door swing shall not encroachinto this clear space. (1115B.4.3.3, 1115B.3.2.2, Fig 11 B-1 B)

Show that all lavatories, when located adjacent to a side wall orpartition, shall be a minimum distance of 18" to the center line ofthe fixture. (1115B.4.3.2, Fig 11B-1A)

Show that lavatories that are designated to be accessible shall be aminimum 17" in horizontal depth and mounted with the rim orcounter edge no higher than 34" above the finished floor and withvertical clearance measured from the bottom of the apron or theoutside bottom edge of the lavatory of 29", reducing to 27" at a pointlocated 8" back from the front edge. In addition, a minimum 9" hightoe clearance must be provided extending back toward the wall to adistance no more than 6" from the back wall. The toe clearancespace must be free of equipment or obstructions. (1115B.4.3.2,Fig.11B}1D)

Show that hot water and drain pipes under accessible lavatoriesshall be insulated or otherwise covered. There shall be no sharp orabrasive surfaces under lavatories. (1115B.4.3.4)

Note that self-closing faucet control valves are allowed if the faucetremains open for at least 10 seconds. (11156.4.3.1)

Show that mirrors shall be mounted with the bottom edge of thereflecting surface no higher than 40" from the floor. (1115B.8.1)

Where towel, sanitary napkins, waste receptacles, dispensers, orother equipment and controls are provided, show at least one ofeach type shall be located on an accessible route, with all operableparts, including coin slots, within 40" from the finished floor andshall comply with Section 1117B.6. (1115B.8.3.)

Show that toilet room floors shall have a smooth, hard,non-absorbent surface such as Portland cement, concrete, ceramictile or other approved material which extends upward onto the wallsat least 5". Walls within water closet compartments and walls within24" of the front and sides of urinals shall be similarly finished to aheight of 48" and, except for structural elements, the materials usedin such walls shall be a type which is not adversely affected bymoisture. (1115B.3.1.6)

Where facilities for bathing are provided for the public, clients, oremployees, including showers or bathtubs, at least one shower orbathtub and support facilities, such as lockers, and not less than 1%of all facilities shall be made accessible. (1115B.2)

Note that showers in all occupancies shall be finished with asmooth, hard, non-absorbent surface such as Portland cement,concrete, ceramic tile or other approved material to a height of notless than 70" above the drain inlet. Materials other than structuralelements used in such walls shall be if a type which is not adverselyaffected by moisture. (1115B.2.1)

Note that doors and panels of shower and bathtub enclosures shallbe substantially constructed from approved, shatter-resistantmaterials. Hinged shower doors shall open outward. (1115B.2.2)

Showers shall be either a) 60" minimum in width between wallsurfaces and 30" minimum in depth with a full opening width on thelong side, b) 60" in width between wall surfaces and 36" in depthwith an entrance opening of 36" minimum, or c) 60" minimum inwidth between the wall surfaces and 36" minimum in depth as long

as the entrance opening width is a minimum 36". (11158.4.4.1, Fig11B-2A, 2B & 2D)

Show that thresholds in roll-in type showers shall be a maximum of1/2" in height and shall be beveled or sloped at an angle notexceeding 45 degrees from the horizontal. (1115B.4.4.2, 1124B.2)

Note that the maximum slope of the floor shall be 2% in anydirection. Where drains are provided, grate openings shall be amaximum of 1/4" and located flush with the floor surface.(11156.4.4.7)

Where, within the same functional area, two or more accessibleshowers are provided, there shall be at least one showerconstructed opposite hand from the other or others (i.e., one lefthand control vs. right hand control). (1115B.4.4.3)

Note that water controls shall be of a single lever design, operablewith one hand, and shall not require tight grasping, pinching, ortwisting of the wrist. The centerline of the controls shall be locatedat 40" above the shower floor. The force required to activate controlsshall be no greater than 5lbf. (1115B.4.4.4, Fig 11B-2A, 2B, & 2C)

Provide and show a flexible hand-held shower unit with a hose atleast 60" long that can be used both as a fixed shower head and as ahand-held shower. This unit shall be mounted such that the top ofthe mounting bracket is at a maximum height of 48" above theshower floor. (1115B.4.4.5 , Fig 11B-2A, 2B & 2C)

Show that the controls and hand-held sprayer unit in a 60" minimumby 30" minimum roll-in shower shall be located on the back wall ofthe compartment adjacent to the seat and the centerline of the unitand controls shall be no more than 27" from the seat wall, with thecontrols having a minimum of 19" to the seat wall.(1115B.4.4.4.1,1115B.4.4.5.1, Fig 11 B-2A)

Show that the controls and hand-held sprayer unit in a 60" minimumby 36" alternate roll-in shower shall be located on the side wall ofthe compartment adjacent to the seat. The centerline of the controlsshall be within a range of no less than 19" and no more than 27"from the seat wall. The centerline of the sprayer unit shall be 18"from the seat wall. (1115B.4.4.4.2, 1115B.4.4.5.2, Fig 11B- 2B)

Show that the controls and hand-held sprayer unit in a 60" minimumby 36" minimum alternate roll-in shower with optional enclosureshall be located on the back wall of the compartment adjacent to theseat and the centerline of the unit and controls shall be no morethan 27" from the seat wall, with the controls having a minimum of19" to the seat wall. (1115B.4.4.4.3, 1115B.4.4.5.3, Fig 11B-2C)

The following compartment shower accessories shall be provided:(1115B.4.4.8)

1. A folding seat mounted 18" above the floor, and with aminimum space of 1" and a maximum space of 1-1/2" allowedbetween the edge of the seat and any wall. When folded, theseat shall not extend more than 6" from the mounting wall. Theseat dimensions and mounting position shall comply withFigures 11B-2A, 2B, 2C, and 2D. The structural strength ofseats and their attachments shall comply with 1115B.7.2.(1115B.4.4.8.1)

2. Grab bars located on walls adjacent to and opposite the seat.Grab bars shall also comply with the diameter, loading andprojection requirements of Section 1115B.7. Grab bars shall bemounted between a minimum of 33" and a maximum of 36"above the shower floor. (1115B.4.4.8.2, Fig 11 B-2A, 2B, & 2C)

3. An L-shaped grab bar mounted on walls opposite and adjacentto the front edge of the seat, but not extended to include thatportion of wall over the seat. (1115B.4.4.8.2, Fig 11B-2A, 2B, &2C)

4. A soap dish, when provided, located on the control wall at amaximum height of 40" above the shower floor and within reachlimits from the seat. (1115B.4.4.9)

Where lockers are provided for the public, clients, employees,members, or participants, at least one locker and not less than 1%of all lockers shall be made accessible to persons with disabilities.A path of travel not less than 36" in clear width shall be provided tothese lockers. (1115B.8.5)

Provide a minimum of two exits if occupant load for (B) occupancygroup exceeds (49). (Table 1015.1)

Exits shall be separated by at least (2/3) themaximum diagonal of the area served. (1015.2.1)

Where more than one exit is required, dead end corridorlimited to (50 feet) in length. (1017.3)

The required number of exits from any story, basement or individualspace shall be maintained until arrival at grade or the public way.(1019.1)

Max (250 ft.) exit access travel distance to an exit is required. (1016.1& Table 1016.1)

The common path of egress travel shall not exceed (100 feet).(1014.3)

Egress shall not pass through kitchens, storage rooms, closets orspaces used for similar purposes. (1014.2)

Provide min 7'-6" ceiling height along means of egress. (1003.2)

Details are required for non-bearing partitions. Specify the size,gauge, height and spacing for steel studs and diag. bracing 48" o .c.staggered at the top of the wall.

Provide T-Bar ceiling bracing detail and vertical compression strutdetails @12' o.c.

Spacing of vertical hanger wires for suspended ceilings shall notexceed 2 feet on center along the means of egress serving anoccupant load of 30 or more. (1613.7.1.4)

Provide a cross-section for one-hour corridor wall and ceiling. Ifcorridor wall extends to underside of floor above, specify an L.A. Cityapproved fire safing material at void space in steel deck.

Door openings in 1- hr corridors must be protected by tight fittingsmoke and draft control assemblies with a fire rating of 20 minutes.(715.4.3)

Provide smoke/fire dampers at ducts penetrating the 1-hr corridor.Smoke dampers are not required if ducts are 26 gauge and do notopen into corridor. (715.4)

Accessibility. The area of renovation, structural repair, alteration, oraddition must fully comply. (Sec 1134B.2 [3112A(a)])

Rooms containing bathtubs, shower, spas, and similar bathingfixtures, shall be mechanically ventilated. Separate mechanicalpermit may be required. (1203.4.2.1)

The construction shall not restrict a five-foot clear and unobstructedaccess to any water or power distribution facilities (Power poles,pull-boxes, transformers, vaults, pumps, valves, meters,appurtenances, etc.) or to the location of the hook}up. Theconstruction shall not be within ten feet of any power lines-whetheror not the lines are located on the property. Failure to comply maycause construction delays and/or additional expenses.

An approved Seismic Gas Shutoff Valve will be installed on the fuelgas line on the down stream side of the utility meter and be rigidlyconnected to the exterior of the building or structure containing thefuel gas piping." (Per Ordinance 170,158) (Includes Commercialadditions and TI work over $10,000.) Separate plumbing permit isrequired.

Provide ultra flush water closets for all new construction. Existingshower heads and toilets must be adapted for low waterconsumption.

Provide 70 inch high non-absorbent wall adjacent to shower andapproved shatter-resistant materials for shower enclosure.(1115B.2 & 2406.3(5))

Water heater must be strapped to wall. (Sec. 507.3 & LAPC)

"Sprinkler system must be approved by the Mechanical Divisionprior to installation."

A fire alarm (visual and audible) system is required. The alarmsystem must be approved by the Fire Department and ElectricalPlan Check prior to installation. (LAMC 57.122)

All shower compartments, regardless of shape, shall have aminimum finished interior area of not less than 1024 square inches(0.66 m2) and shall be capable of encompassing a 30 inch (0.76 m)circle. The minimum area and dimensions shall be maintained to apoint 70 inches (1.8 m) above the shower drain outlet. (1210.3)

In buildings used for other than residential occupancies, draft stopsmust be installed in wood frame floor construction containingconcealed space. Such draft stops must be installed so that the areaof the concealed space does not exceed (1000) square feet (717.3.3).

In buildings used for other than residential occupancies, draft stopsmust be installed in the attic (mansards) (overhangs) (false frontsset out from walls) (similar concealed spaces) formed bycombustible construction. Such draft stops must be installed so thatthe area of the concealed space does not exceed (3000) square feet.(717.4.3).

Draft-stopping materials must not be less than 1/4-inch gypsumboard, 3/8-inch plywood, 3/8-inch Type 2-M particle board or othermaterials approved by the building department. Draft-stopping mustbe adequately supported. (717.3.1)

In concealed spaces of stud walls and partitions, including furredspaces, at the ceiling and floor levels.

In concealed spaces of stud walls and partitions, including furredspaces, at 10-foot intervals along the length of the wall.

At all interconnections between concealed vertical and horizontalspaces such as occur at soffits, drop ceilings and cove ceilings.

In concealed spaces between stair stringers at the top and bottom ofthe run and between studs along and in line with the run of stairs ifthe wall under the stairs is unfinished.

In openings around vents, pipes, ducts, chimneys, fireplaces andsimilar openings which afford a passage for fire at ceiling and floorlevels, with noncombustible materials.

Indicate on plans that interior finish materials applied to wall andceilings shall be tested as specified in Section 803. Specify theclassifications per Table 803.5 and Section 803.1. Clearly indicate onthe plans.

The flame-spread rating of paneling materials on the walls of thecorridor, lobby and exit enclosure must be identified on plans.(T-803.5)

"This building must be equipped with an automatic fire extinguishingsystem, complying with (NFPA/ NFPA-13R); The Sprinkler Systemshall be approved by Plumbing Div. prior to installation." (903.2.7)

Provide fire sprinklers throughout. The Sprinkler System shall beapproved by Plumbing Div. prior to installation. (12.21A17(d), 902.3.7)

Use correct occupant load factor for the function of space accordingto Table 1004.1.1.

Where two or more exits required, at least two exits mustbe separated by (1/3) (the max. diagonal length of thearea served. (1015.2.1)

Where more than one exit is required, no one exit can exceed 50% ofthe required egress width.(1005.1)

All exit doors shall comply with Section 1008-1008.1a. Clear width of each door opening shall be min. 32" or pertable 1005.1, whichever is greaterb. Min. door height of 6'-8"c. Shall be capable of opening 90.degrees.d. The maximum width of a swinging door leaf shall be 48"nominal.

e. Exit door shall be side-hinged swinging typeDoor(s) #204 & #205 serve an area that has an occupant loadof 50 or more. Swing this/these door(s) in the direction ofegress travel. (1008.1.2)

Show the path of exit travel to and within exits. The exit path shall beidentified by exit signs conforming to the requirements of Section1011. Exit signs shall be readily visible from any direction ofapproach. Exit signs shall be located as necessary to clearly indicatethe direction of egress travel. No point shall be more than 100 feetfrom the nearest visible sign. (1011)

All required exits shall be maintained until arrival at grade or thepublic way. (1019.1)

Floors or landings on each side of doors to have the same elevation.Landings shall be level except for exterior landings (max. 2% slope)(1008.1.4)

Landing width at doors must have a min. clear dimension of doorsserved. Min. length of such landings is 44" (361(1008.1.5)

Accessible Means of Egress: (1007) In buildings where a requiredaccessible floor is four or more stories above or below the level ofexit discharge, egress elevator shall be provided, read exceptions.(1007.2.1)

Show and dimension common path of egress travel from eachspace. (1014.3)

Label each space to match the function of space according to Table1004.1.1

Legend on floor plans to show where exits are located and the traveldistance to it from the most remote point within a story, measuredalong the natural and unobstructed path of egress travel.

Exit signs shall be internally or externally illuminated.

Exit signs illuminated by an external source shall have an intensityof not less than 5 foot candles (54 lux).

Internally illuminated signs shall be listed and labeled and shall beinstalled in accordance with the manufacturer's instructions andSection 2702.

Exit signs shall be illuminated at all times.

Exit signs shall be connected to an emergency power system thatwill provide an illumination of not less than 90 min. in case ofprimary power loss (1011.2-1011.5.3)

Egress doors shall be readily openable from the egress side withoutthe use of a key or special knowledge or effort. See 1008.1.8.3 forexceptions.

Door handles, lock and other operating devices shall be installed ata min. 34" and a max. 48" above the finished floor.

All egress door operation shall also comply with Section 1008.1.8 --1008.1.8.6.

The means of egress, including the exit discharge, shall beilluminated at all times the building space served by the means ofegress is occupied.

The means of egress illumination level shall not be less than 1foot-candle at the walking surface

The power supply for means of egress illumination shall normally beprovided by the premises' electrical supply. In the event of powersupply failure, an emergency electrical system shall automaticallyilluminate the following areas:a. Aisles and unenclosed egress stairways in rooms and spacesthat require two or more means of egressb. Corridors, exit enclosures and exit passageways in buildingsrequired to have two or more exits.;c. Exterior egress components at other than the level of exitdischarge until exit discharge is accomplished for buildings requiredto have two or more exits.d. Interior exit discharge elements, as permitted in Section1024.1, in buildings required to have two or more exits.e. Exterior landings, as required by Section 1008.1.5, for exitdischarge doorways in buildings required to have two or more exits.

The emergency power system shall provide power for a duration ofnot less than 90 minutes and shall consist of storage batteries, unitequipment or an on-site generator. The installation of theemergency power system shall be in accordance with Section 2702.

Emergency lighting facilities shall be arranged to provide initialillumination that is at least an average of 1 foot-candle (11 lux) and aminimum at any point of 0.1 foot-candle (1 lux) measured along thepath of egress at floor level. Illumination levels shall be permitted todecline to 0.6 foot-candle (6 lux) average and a minimum at anypoint of 0.06 foot-candle (0.6 lux) at the end of the emergencylighting time duration. A maximum-to-minimum illuminationuniformity ratio of 40 to 1 shall not be exceeded.

Cement, fiber-cement or glass mat gypsum backers in compliancewith ASTM C1178, C1288 or C1325 shall be used as a base for walltile in tub and shower areas and wall and ceiling panels in showerareas. Water-resistance gypsum backing board shall be used as abase for tile in water closet compartment walls when installed inaccordance with GA-216 or ASTM C840. Regular gypsum wallboardis permitted under tile or wall panels in other wall and ceiling areaswhen installed in accordance with GA-216 or ASTM C840.Water-resistant gypsum board shall not be used in the followinglocations: Section 2509.2a. Over a vapor retarder.b. In areas subject to continuous high humidity, such as saunas,steam rooms or gang shower rooms.c. On ceilings where frame spacing exceeds 12 inches O.C. for1/2 inch thick and more than 16 inches O.C. for 5/8 inch thick.

Every space intended for human occupancy shall be provided withnatural light by means of exterior glazed openings in accordancewith Section 1205.2 or shall be provided with artificial light that isadequate to provide an average illumination of 10 foot-candles overthe area of the room at a height of 30 inches above the floor level.(1205.1 and 1205.3)

Each pane of safety glazing installed in hazardous locations shall beidentified by a manufacturer's designation specifying who appliedthe designation, the manufacturer or installer and the safety glazingstandard. The following shall be considered specific hazardouslocations for the purposed of safety glazing. Glazing in: Section 2406a. Swing doors.b. Fixed and sliding panels of sliding door assemblies andpanels in sliding and bi-fold closet door assemblies.c. Storm doors.d. Unframed swinging doors.e. Doors and enclosures for hot tubs, whirlpools, saunas, steamrooms, bathtubs, and showers.f. Fixed or operable panels adjacent to a door where the nearestexposed edge of the glazing is within 24 inches (610 mm) arc ofeither vertical edge of the door in a closed position and where thebottom exposed edge of the glazing is less than 60 inches (1525 mm)above the walking surface. Read code for exceptions.Fixed or operable panel, other than described in items e and f, whichmeets all of the following conditions (read code for exception withspecial installation).i) Exposed area of an individual pane greater than 9 square feet(0.84 m2)ii) Exposed bottom edge less than 18 inches (457 mm) above thefloor.iii) Exposed top edge greater than 36 inches (914 mm) above thefloor.iv) One or more walking surfaces within 36 inches (914 mm)horizontally of the plane of the glazing.h. Guards and railings regardless of area or height above a walkingsurface. Included are structural baluster panels and nonstructuralin-fill panels.i. Walls and fences enclosing indoor and outdoor swimmingpools and spas where all of the following conditions are present:i) The bottom edge of the glazing is less than 60 inches (1525mm) above a walking surface on the pool or spa side of the glazing.ii) The glazing is within 60 inches (1525 mm) of a swimming poolor spa water's edge.Adjacent to stairways, landings and ramps within 36 incheshorizontally of a walking surface; when the exposed surface of theglass is less than 60 inches above the plane of the adjacent walkingsurface(read code for exception with special installation).k. Adjacent to stairways within 60 inches horizontally of the bottomtread of a stairway in any direction when the exposed surface of theglass is less than 60 inches above the nose of the tread (read codefor exception with special installation).

B.1BA.1 C D E F G H J K L M

2

3

4

5

6

7

8

9

UPDN DNUP

UPDN

UP

DN

NORTHSTAIR

S-1

EASTSTAIR

S-3

SOUTHSTAIR

S-2

WESTSTAIR

S-4

FITNESS CENTER2ND FLR ANNEX 2

3470 SFF01

A102

CARDIO204MULTI-PURPOSE

201

STRENGTH205

MEN'SLOCKER

203

WOMEN'SLOCKER

202

WOMEN'SRESTROOM

NIC

MEN'SRESTROOM

NIC

FREIGHT

LOBBYNIC

JANITORNIC

ELECT.NIC

EXIT ACCESS TRAVEL DISTANCE = 155'-0"

EXIT ACCESS TRAVEL = 75'-0"

EXERCISE ROOMS & LOCKER ROOMSAREA = 3470 SF & LOAD FACTOR = 50/SF

TOTAL OCCUPANT LOAD = 70 OCCUPANTSTWO EXITS REQUIRED & TWO EXITS PROVIDEDTOTAL EGRESS WIDTH REQUIRED = 36" (10.5")

TOTAL EGRESS WIDTH PROVIDED = 69"




646 SF13 OCCP.

223 SF5 OCCP.

223 SF5 OCCP.

2161 SF45 OCCP.

CR (PkM)-1 MODIFIED LIMITED COMMERCIAL ZONE, PARK MILE

SITE AREA 98864 SQ FT

THAT PORTION OF LOT 'A' OF TRACT NO 3912 IN THE CITY OF LOSANGELES, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, ASSHOWN ON MAP RECORDING IN BOOK 42, PAGE 74 OF MAPS IN THEOFFICE OF THE COUNTY RECORDER OF SAID COUNTY, LYINGNORTHERLY OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUSOF 6470 FEET SAID CURVE BEING CONCENTRIC WITH THAT CERTAINCURVE IN THE SOUTHERLY LINE OF SAID LOT 'A' SHOWN ON SAID MAPOF TRACT NO 3912 AS HAVING LENGTH OF 364.52 FEET AND A RADIUSOF 6570 FEET.

ALLOWABLE = 50% OR 49432 SQ FTACTUAL COVERAGE MEASURED TO EXTERIOR DRIP LINE OF BUILDING IS49432 SQ FT OR 50 PERCENT

EXISTING BUILDING USE GROUPS; OFFICES GROUP 'B' (BUSINESS),WITH A CAFETERIA GROUP 'A-3' ACCESSORY TO BUSINESS ON GROUNDLEVEL AND THREE LEVEL SUBTERRANEAN PARKING GARAGE.

FIRE DISTRICT NO. 2

CONSTRUCTION TYPE - 1B

EXISTING BUILDING AREA MEASURED TO 'DRIP LINE'

GROUND FLOOR 49432 SFSECOND FLOOR 44518 SFTHIRD FLOOR 44518 SFTOTAL ABOVE GRADE AREA 138468 SF

FIRST PARKING LEVEL 81423 SFSECOND PARKING LEVEL 85586 SFTHIRD PARKING LEVEL 85586 SFTOTAL SUBTERRANEAN AREA 255595 SF

FLOOR AREA RATIOSALLOWABLE BUILDING AREASITE AREA 98864 SFLESS SETBACKS 16334 SFBUILDABLE AREA 82530 SF

MAXIMUM BUILDING AREA3 TIMES 82530 = 247590 SFACTUAL BUILDING AREA = 138468 SF

PARKING REQUIRED:

3 CARS PER 1000 SF OF BUILDING AREA138468 / 1000 X 3 = 416 SPACESMINIMUM STANDARD SPACES, 60% OF 416 = 250ACCESSIBLE SPACES REQUIRED, 2% OF TOTAL = 12VAN ACCESSIBLE SPACES REQUIRED, 2 OF THE 12

PARKING PROVIDED:

TOTAL PARKING SPACES PROVIDED - 592

EGRESS ANALYSIS:

2ND FLOOR TOTAL AREA = 37571 SFBUSINESS USE AREA = 34101 SF & LOAD FACTOR = 100/SFBUSINESS USE GROUP = 341 OCCUPANTS

OFFICE BUILDING: 2 REQUIRED EXITS AND 4 EXITS PROVIDED

PARKING GARAGE: 2 REQUIRED EXITS AND 3 EXITS PROVIDED

MAXIMUM ALLOWABLE HEIGHT 45'-0" ABOVE CURBACTUAL ELEVATION OF ROOF PARAPET = 259.75'ACTUAL ELEVATION OF OF CURB @ LOT CL = 214.79'ACTUAL BUILDING HEIGHT = 44.96' (259.75 - 214.79)

EXIT ACCESS TRAVEL DISTANCE:ALLOWABLE: 300 FEETPROVIDED: 212 FEET

COMMON PATH OF TRAVEL: 100 FEET ALLOWABLE

DEAD END: 50 FEET ALLOWABLE

PLUMBING FIXTURES:

LEVEL ACCESSIBLE STANDARD COMPACT1 8 106 472 0 112 1043 0 127 88TOTAL 8 345 239

REQUIRED PROVIDED EXCESSACCESSIBLE 12 8 (4)STANDARD 242 345 103COMPACT 166 239 73TOTALS 416 592 172

EXISTING BUILDING FIREPROOFING SCHEDULE

FIREPROOFING IS A CEMENTITIOUS MIXTURE, ZONOLITE MONOKOTE #5APPLIED / SPRAYED DIRECTLY TO BEAMS, COLUMNS, AND DECKING TOTHICKNESSES SHOWN.

SIZE RATING THICKNESS ICBO REPORT

COLUMNS

W14X211 ORSMALLER

3 HR 1-7/8" 1578 TABLE I

W14X228 ORLARGER

3 HR 7/8" 1578 TABLE I

BEAMS

PRIMARYBEAM

3 HR 1-1/4" 1578 TABLE II

SECONDARYBEAM

2 HR 7/8" 1578 TABLE II

ROOFDECKING

2 HR 2-1/4" UL - P703

OFFICE BUILDING OCCUPANCY STAIRS OTHER

FLOOR AREAS OCCUPANCY REQ EXIST. REQ EXIST.

1 41243 SF 413 82.6" 176" 61.95" 136"2 37571 SF 411 82.2" 176" 61.65" 136"3 38591 SF 386 77.2" 176" 57.9" 136"

PARKING GARAGE OCCUPANCY STAIRS OTHER

LEVEL AREAS OCCUPANCY REQ EXIST. REQ EXIST.

1 69993 SF 350 70.0" 153" 52.5" 102"2 74500 SF 373 74.6" 153" 55.95" 102"3 75334 SF 377 75.4" 153" 56.55" 102"

FLOOR CLASS TOILETS LAVATORIES SHOWERS DF OTHERMALE FEMALE MALE FEMALE MALE FEMALE

2 ND 'B' REQ 4 4 3 3 0 0 4 1TBP 3 * 6 6 6 2 2 4 1

* ALLOWABLE URINAL SUB - 3 URINALS PROVIDEDTBP - TO BE PROVIDED OR EXISTING QUANTITIES

Z

Y

X

W

V

U

T

S

R

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P

N

M

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K

J

H

G

F

E

D

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B

A

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PROJECT



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ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 10, 2010

PROJECT NUMBER


2010309.010






2ND FLOOR PLAN

RC

MM/MP

A101

0 16' 32'8'

N

2ND FLOOR PLAN - AREA OF PROJECT SCOPE & EGRESS1/16" = 1'-0"

F01 A101

CODE INFORMATION A01 A101

WOMEN'SLOCKER

202

MEN'SLOCKER

203

CARDIO204 WEIGHTS

205

LANCLOSET

207

MULTI-PURPOSE201

FITNESS CENTER2ND FLR - ANNEX 2

3470 SF

K L MJ

6

5

202 203

205

204

201

207

2

A

1

1

1

1

20

20

20

20

44 7

8

7

8

9

9

11

2

2

1

2

1

2

22

2

4 4

11

2

2

2

1212 1212 1212

1313

3'-0"

1'-1 1/4" +/- (FV)

10 3/4" +/- (FV)

8'-6"6'-3"6'-3"8'-6"

3'-3"3'-3"

1'-4 3/4"

6'-1 7/8"

5'-0" 5'-0"

11'-10 3/8" 11'-10 3/8"

2'-0"

7'-4

7/8

" +/

- (F

V)9'

-8 1

/4"

3'-6

"

3'-6

"

6'-6

"

6'-6

"

4'-9

3/8

"3'

-4"

3'-4

"

4'-9

3/8

"4'

-2 1

/2"

4'-2

1/2

"

17'-

7 1/

2"

32'-0" +/- (FV)

4'-4"

6"

7'-0

" +/

- (F

V)

9'-6

" +/

- (F

V)

33'-11 3/4" +/- (FV)34'-0" +/- (FV)33'-10 3/4" +/- (FV)

30'-

0" +

/- (F

V)

32'-0" +/- (FV)

1

9'-1"8'-6" 3'-10" 3'-10" 3'-10"

9"

5'-2"

18"

18"18"

18"

18"

48"

18" 18"

42" GFI

18"

42" GFI

18" 18"

18"

18"

3

2

12121212

14'-8 1/4" +/- (FV)

66"

42"

42"

1

3

3

16

16

6

11

15

5

14

15

3

3

16

16

6

11

14

15

5

141718

19

217

18

2

19

1919

17

18

217

18

2

A202

N01

N13

A01

A13A202

N01

N13

A01

A13

N13A202

N27A201

SIM

N27A201

A19A301

A19A301

A10

A30

1

A01A502

11'-1" +/- (FV) 5'-10"8'-0"

4'-0"4'-3" +/- (FV) 8'-2"8'-0"

4'-0"

15

15

15

3'-0"

3'-8

7/8

"3'

-8 7

/8"

3'-0

"3'

-0"

3

3

6"

3

3'-0"

3 1/

8"3

1/8"

6"

4 7/8"4 7/8"

80"-96"42" GFI

1'-0"

17'-

0"

2'-0"

4'-7"

11"

1

102"102"102"

102" 66"66"

66"

4'-5"

4 1/2"

11'-2 1/2" +/- (FV)

4'-4

1/2

"

6"

A01A202

A01A202

1

4

8

9

3

5

2

6

7

ACCESSIBLE SINK PER ANSI A117.1, ADA AND CBCWITH PIPE COVER. REFERENCE PLUMBING

ACCESSIBLE SHOWER PER ANSI A117.1, ADA ANDCBC. REFERENCE PLUMBING

MIRROR PER ANSI A117.1, ADA AND CBC

ACCESSIBLE COUNTER TOP. REFERENCE SECTION,ELEVATION, FINISHES AND DETAILS.

MIRROR PER ANSI A117.1, ADA AND CBC

PAPER TOWEL DISPENSER. REFERENCE SCHEDULEAND ELEVATIONS.

RESTROOM SIGN PER ADA & ANSI A117.1.REFERENCE ELEVATIONS AND SHEETS A502 & A601

RESTROOM SIGN PER CBC. REFERENCE ELEVATIONSAND SHEETS A502 & A601

TACTILE EGRESS SIGN PER ADA AND CBC.REFERENCE ELEVATIONS AND SHEETS A502 & A601

10

11

12

13

16

14

17

15

RELOCATED ELECTRICAL PANEL. REPAIR FINISHESWHERE PANEL WAS REMOVED. REFERENCEELECTRICAL.

WASTE RECEPTACLE. REFERENCE SCHEDULE ANDELEVATIONS.

ALIGN FINISH SURFACES. ALIGN NEW WALL WITHEXISTING WALL AND FINISH LEVEL FOUR AS ONEWALL.

ALIGN CENTER OF WALL ON CENTER OF WINDOWVERTICAL. REFERENCE DETAIL.

TOWEL BAR AND SHELF. REFERENCE SCHEDULEAND ELEVATIONS.

ROBE HOOK. REFERENCE SCHEDULE ANDELEVATIONS.

SOAP DISPENSER. REFERENCE SCHEDULE ANDELEVATIONS.

FOLDING SHOWER SEAT PER ANSI A117.1, ADA ANDCBC

20

18

19

1-1/2" DIA. GRAB BARS PER ADA, ANSI A117.1 & CBC.REFERENCE SCHEDULE AND ELEVATIONS.

SHOWER CONTROLS PER ADA, ANSI A117.1 & CBC.REFERENCE ELEVATIONS AND PLUMBING.

1/2" LIP ON ACCESSIBLE SHOWER PAN.

PULL STRING FOR COAX BETWEEN FLOOR/WALLBOXES AND WALL BOXES. RE.: ELECTRICAL.

ACCESSIBLE HI/LO DRINKING FOUNTAIN PER ADA,ANSI A117.1 & CBC. REFERENCE ELEVATION, DETAIL,AND PLUMBING.

BACKING IN WALL FOR SUPPORT AND INSTALLATIONOF WALL MOUNT & TELEVISION. REFERENCEU10/A502

FLOOR BOXES FOR EQUIPMENT. REFERENCEELECTRICAL. PULL STRING FOR COAX BETWEENFLOOR BOXES AND WALL/CEILING BOXES.

A20A202

N01A202

A13A202

A27A202

1

1'-1

1"

2'-0"

21

22

22

1'-1

1"

23

242424

23

24

4

1515

4

14 4

4

9"

3'-3

"3'

-3"

26

26 26

26

25 MECHANICAL CHASE. REFERENCE MECHANICAL ANDTHIRD FLOOR ENLARGED PLAN DETAIL.

FLOOR DRAIN. REFERENCE PLUMBING.

102" 102"102"

102"

24 24 24 24

24

23

10

21 21

21 21

21 21

26

N27A202

6 6

11 11

1616

1616

9

9

1. REFERENCE SHEET A103 FOR DEMO, RCP, FF&E, ANDFINISH PLANS.

2. REFERENCE A28/A301 AND MECHANICAL FOR 3RD FLOORSCOPE.

3. REFERENCE ELECTRICAL FOR SCOPE ON LEVEL P-1

A01

A30

1

A01

A30

1

SIM

18"4

2"80

"-96

"

80"-

96"18

"

42"

42"

18"

42"

42" GFI

18"

80"-96"

10'-11"

Z

Y

X

W

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L L C

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ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 10, 2010

PROJECT NUMBER


2010309.010






FLOOR PLAN

RC

MM/MP

A102

0 4' 8'2'

N

2ND FLOOR - PARTIAL FLOOR PLAN1/4" = 1'-0"

F01 A102

FLOOR PLAN KEY NOTES A12 A102 FLOOR PLAN GENERAL NOTES A01 A102

WOMEN'SLOCKER

202

MEN'SLOCKER

203

CARDIO204

STRETCHING201

STRENGTH205

LANCLOSET

207


3470 SF

K L MJ

6

5

CEILING HEIGHT8'-9" AFF





EXISTING CEILINGFIELD VERIFY




OUTDOORSCLEAR BLUE SKY

A10

A30

1

EQ

EQ

EQ

EQ

X30A101

1

CEILING AREA 1623 SQFT CEILING AREA 1128 SQFT

EQ

EQ

EQ

EQ

EQ

C

C

SS

S

A

MS MS

MS MS MS MS

MS

MS

PE

PEPEPE

PE PE PE

2 2 22 2 2 2 2 2

2

3

33

3

4 4

GENERAL NOTES:

1. REFERENCE SHEET A503 FOR SEISMIC DETAILS2. REFERENCE MECHANICAL AND ELECTRICAL

WOMEN'SLOCKER

202

MEN'SLOCKER

203

CARDIO204

STRENGTH205

LANCLOSET

207

MULTI-PURPOSE201


3470 SF

K L MJ

6

5202 203

205

204

201

207

4'-0

"3'

-0"

1'-1

1"3'

-0"

2'-4

"3'

-0"

1'-6

"

1 1

1

2

22

2

3

3

4

45

5

6

7

7

7

7

A10

A30

1

8

8

8

8

8

8 8

8

8

PNT-02

PNT-02 PNT-02

TIL-043

TIL-049 99

9

TIL-04 TIL-04

GENERAL NOTES:

1. REFERENCE SHEET A601 FOR SCHEDULES

3 3

10

10

10

10

10

1010 10

10

WOMEN'SLOCKER

202

MEN'SLOCKER

203

CARDIO204

MULTI-PURPOSE201

STRENGTH205

LANCLOSET

207


3470 SF

K L MJ

6

5202 203

205

204

201

207

107

104

103102101

116

114

113

115

111

108

106 105

109112 110 111 111110112

4'-3"

3'-0"4'-3"

6'-10" 4'-0" 7'-1" 3'-10" 3'-10" 3'-10" 5'-9"

7'-10"

8'-4"

4'-11" 8'-0" 6'-1" 7'-11"

7'-7

"

14'-

5"8'

-6"

3'-0"

9'-5

"1'

-0"

6'-2

"

3'-0"

3'-0

"

6'-6

"

9'-8"

119

119

111112

7"

112

4'-3"

2'-8"3'-10"

6'-1

0"

12'-2"9'-10"

A10

A30

1

A01A202

A01A202

A01

A30

1

A01

A30

1

123

222223

1 23

222223

120 120

120120

120 120 120 120 120 120 120 120 120 120

GENERAL NOTES:

1. REFERENCE SHEET A601 FOR SCHEDULES


3470 SF

K L MJ

6

5

207

1

GENERAL NOTES:

1. REFERENCE MECHANICAL AND ELECTRICAL

1

2

3

4

5

TRANSITION OF 3/4" RISE IN 36" RUN (OR LESS).

CLASS 'A' FIRE RATED 3/4" TONGUE AND GROVEPLYWOOD SCREW PER CODE TO EXISTING RAISEDACCESS FLOOR. FLOOR COVERING OVER PLYWOOD.REFERENCE FINISH SCHEDULE AND LEGEND.

1/4" TILE UNDERLAY FASTENED PER MFR OVER TOPOF EXISTING RAISED ACCESS FLOOR WITHPORCELAIN FLOOR TILE. REFERENCE TCNA,DETAILS, FINISH LEGEND & FINISH SCHEDULE.

EXISTING ACCESS FLOOR WITH NEW FLOORCOVERING PER FINISH SCHEDULE AND FINISHLEGEND.

EXISTING FLOOR TO REMAIN. RETAIN EXISTINGCARPET TILE FOR REPAIR DUE TO CONSTRUCTIONAND PROVIDE LIKE NEW FINISHES FOR EXISTINGAREAS ADJACENT TO CONSTRUCTION ACTIVITIES.SALVAGE AND REUSE EXISTING CEILING TILE TOREPLACE DAMAGED TILES AS NEEDED.

7

EXISTING FLOOR TO REMAIN. PROVIDE TRANSITIONBETWEEN NEW FLOOR AND EXISTING FLOOR.

1/2" TRANSITION CURB AT SHOWER PAN.ACCESSIBLE PER ADA, ANSI A117.1 & CBC

TRANSITION BETWEEN FLOOR COVERINGS TO BESELECTED BY ARCHITECT BASED UPON FIELDCONDITIONS AND CONTRACTOR SUBMITTAL.PROVIDE ALLOWANCES.

PAINT TO MATCH EXISTING ADJACENT COLOR ANDFINISH.

CORNER GUARD. REFERENCE SCHEDULES.

6

8

1 RETAIN EXISTING CEILING GRID FOR NEW TILE, ETC.MODIFY EXISTING SUSPENDED CEILING GRID PERCODE TO MEET CURRENT SEISMIC REQUIREMENTS.REFINISH, REPAIR, OR REPLACE GRID AS NEEDED TOMEET CURRENT CODES AND TO PROVIDE A LIKENEW APPEARANCE.REMOVE EXISTING ACOUSTICAL TILE AND RECYCLE.REMOVE EXISTING LIGHTING, HVAC DEVICES, ETC.AND RETURN TO OWNER'S STOCK FOR REUSE.REMOVE EXISTING CARPET TILE AND PREPAREEXISTING RAISED ACCESS FLOOR TO RECEIVE NEWFLOORING.RETURN REMOVED CARPET TILE TO OWNER'S STOCKFOR FUTURE REUSE &/OR RECYCLE PER MFRPROGRAM.EXISTING RAISED ACCESS FLOOR TO REMAIN. ADDPEDESTALS, ETC. TO SYSTEM PER MFR TO MEETNEW LOADS, CURRENT CODES AND SEISMICREQUIREMENTS.

1 SEISMIC CEILING SEPARATION EVERY 2500 SQUAREFEET MINIMUM. MODIFY EXISTING SUSPENDEDCEILING GRID PER CODE TO MEET CURRENT SEISMICREQUIREMENTS. REFINISH, REPAIR, OR REPLACEGRID AS NEEDED TO MEET CURRENT CODES AND TOPROVIDE A LIKE NEW APPEARANCE.

ELECTRICAL AND CABLE BOXES IN CEILING FOR SAT.BOXES ON SHELF NEAR CEILING. REFERENCEELECTRICAL.

ELECTRICAL AND CABLE BOXES IN WALL FOR SAT.BOXES ON SHELF NEAR CEILING. REFERENCEELECTRICAL.

SALVAGE AND REUSE EXISTING CEILING TILE TOREPLACE DAMAGED TILES AS NEEDED.

1

2

3

LENOX BENCH - BRADLEY 12" W X 60" L . COLOR TOBE SELECTED BY ARCHITECT FROM MFR FULLRANGE. INSTALL PER MFR.

LENOX LOCKERS - BRADLEY 2-TIER 18" X 18" X 36"FLAT TOP, 3" BASE, NUMBER PLATES, FINISHED ENDPANELS, KEYPAD LOCK, COLOR TO BE SELECTED BYARCHITECT FROM MFR FULL RANGE. INSTALL PERMFR.

TRACK - INPRO CLICKEZE TRACK ULTRACUBEEXTRUDED ALUMINUM TRACK, WHITE BAKEDACRYLIC ENAMEL FINISH. CURTAIN - INPROEZE-GUARD CUBICLE CURTAINS, PATERN ANDCOLOR TO BE SELECTED BY ARCHITECT FROM MFRFULL RANGE.

9

2

3

410

Z

Y

X

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L L C

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ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 10, 2010

PROJECT NUMBER


2010309.010






PLANS

RC

MM/MP

A103

0 8' 16'4'

N

DEMO PLAN1/8" = 1'-0"

F01 A103

0 8' 16'4'

N

FLOORING AND FINISHES PLAN1/8" = 1'-0"

R19 A103

0 8' 16'4'

N

FF&E PLAN1/8" = 1'-0"

F19 A103

0 8' 16'4'

N

REFLECTED CEILING PLAN1/8" = 1'-0"

R01 A103

FF&E KEY NOTES A12 A103RCP KEY NOTES A17 A103DEMO KEY NOTES A22 A103FLOORING & FINISHES KEY NOTES A27 A103

34"40

"36

"

24"

2 1/4"

15"

28"

35"

6"

38"

10"

15"

32"24"

20"

12"

18"

35"

6"28

"

18"

2 1/4"

34"

46"

34"

46"

1'-2

"

34"

34"

3'-8

"40

"

1'-4"6"

27"

30"

40"

A

B

B

CC

D

E

F

F

G

H Q M

J K

L

L

N

N

N

N

N

N

N

N

N

N

N

N

N

N

36"

40"

A A

18"

40"

34"40

"

D

G

18"

40"

34"

34"

6"

K

H Q

7'-3

"

7'-3

"

4 3/4"

24"

3'-2"1'-8" 1'-8"

3'-0"

ACCESSIBLE SHOWER BASE PER LEGEND.REFERENCE PLUMBING.

TILE. REFERENCE FINISH SCHEDULES FOR FINISHES.

BASE PER FINISHES. 6" COVE BASE. REFERENCEFINISHES.

WALL FINISH. REFERENCE SCHEDULE.

1

2

3


WALL FINISHES. REFERENCE SCHEDULE.

CEILING. REFERENCE FINISHES AND RCP.

1

2

3

FAUCET - REFERENCE PLUMBING.

COUNTERTOP, BACKSPLASH AND SIDESPLASH PERFINISH LEGEND

SINK PER LEGEND. REFERENCE PLUMBING.

FRONT APPROACH ACCESSIBLE CLEARANCE UNDERSINK .

GFI ELECTRICAL DEVICE BOX: LOCATED AT 42" TOCENTER A.F.F. REFERENCE ELECTRICAL.

PIPE WRAP PER ADA, ANSI A117.1 AND CBC.REFERENCE PLUMBING.


BASE PER FINISHES. 6" COVE BASE. REFERENCE

WALL FINISH. REFERENCE FINISHES.

WALL LIGHT. REFERENCE ELECTRICAL.

COUNTER SUPPORT. REFERENCE DETAIL.

1

2

3

4

5

6

7

8

9

10

11






1

2

3

4

5

FAUCET - REFERENCE PLUMBING.

COUNTERTOP, BACKSPLASH AND SIDESPLASH PERFINISH LEGEND

SINK PER LEGEND. REFERENCE PLUMBING.



PIPE WRAP PER ADA, ANSI A117.1 AND CBC.REFERENCE PLUMBING.


BASE PER FINISHES. 6" COVE BASE. REFERENCE

FINISHES.

MIRROR. REFERENCE SCHEDULE.

COUNTER SUPPORT. REFERENCE DETAIL.

FRONT APPROACH ACCESSIBLE CLEARANCE UNDERSINK .

1

2

3

4

5

6

7

8

9

10

11





WALL LIGHT. REFERENCE ELECTRICAL.


INSTALL SHOWER CONTROLS PER ADA, ANSI A117.1AND 2007 CBC W/ LA CITY AMENDMENTS. REFERENCEPLUMBING.

1

2

3

4

5

6

7

A19

A30

1

12

4

5

6

7

8

9

113

7

7

8

10

1

2

3

1 12

3 3

5

7

8

9

10

10

1111

114

4

12

12

N01A502

N01A502

N01A502

1

2

3

3

5

1

2

3

5

6

7

2

4

4

1

3

5

1

2

3

3

4

5

4 444

3

3

4444

6

6

P P P

P P

E

S S

S

3

Z

Y

X

W

V

U

T

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R

Q

P

N

M

L

K

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PROJECT



L L C

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ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

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INTERIORS

GRAPHICS

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SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 10, 2010

PROJECT NUMBER


2010309.010






ELEVATIONS

RC

MM/MP

A2010 2' 4'1'

SHOWER AND SINK ELEVATION1/2" = 1'-0"

A01 A201

0 2' 4'1'

SHOWER / LOCKER ROOM ELEVATION1/2" = 1'-0"

N01 A201

0 2' 4'1'

SHOWER ELEVATION1/2" = 1'-0"

N13 A201

0 2' 4'1'

LOCKER ROOM ELEVATION1/2" = 1'-0"

A13 A201

0 2' 4'1'

SHOWER ELEVATION1/2" = 1'-0"

N01 A201

0 2' 4'1'

LOCKER ROOM ELEVATION1/2" = 1'-0"

N27 A201

4'-4

"2'

-10"

5'-0

"

4'-0

"

5'-0

"

5'-0

"

4'-0"

8'-0"

5'-9

"

1'-6"1'-6" 7"

7"

1'-6" 1'-6"7"

1'-0

"

1'-0"

34"

3'-10"

1'-11"

34"40

"

40"

30"

44"

30"

44"

30"

44"

30"

44"

42"

4'-0

"

2'-0

"24

"

5'-6

"

8'-6

"

8'-9

"

3'-3 3/8"

6'-6 3/4"

A

A

204 204

202 203

3"3"

12"

ELECTRICAL DEVICE. REFERENCE ELECTRICAL.

WALL. REFERENCE FINISH SCHEDULES FORFINISHES.

BASE. REFERENCE FINISHES.

SHELF. REFERENCE SCHEDULE.

TELEVISION AND WALL MOUNT. BY FARMERSVENDOR.

BLOCKING IN WALL. REFERENCE U10/A502

SATELLITE BOX AND SHELF. BY FARMERS VENDOR.

PULL STRING FOR CABLE.

1

2

3

4

5

6

7

8



HI/LO WATER FOUNTAIN PER ADA, ANSI A117.1 ANDCBC. REFERENCE PLUMBING AND ELECTRICAL.

1

2

3




SATELLITE BOX AND SHELF.

PULL STRING FOR CABLE.

EXISTING BUILDING WINDOWS.

1

2

3

4

5

6




CARD READER. REFERENCE ELECTRICAL.

1

2

3

4

1

2

3

4

5

6




PANIC EGRESS DOOR HARDWARE. REFERENCE DOORSCHEDULE.

HI/LO WATER FOUNTAIN PER ADA, ANSI A117.1 ANDCBC. REFERENCE PLUMBING AND ELECTRICAL.

ACCESSIBILITY SIGNS PER ADA & CBCREFERENCE N28/A502 & G19/A502 & SHEET A601

2

3

4

6

5511

2

3

2

4

1 1

6

2

3

4

5

1

2

33

1

2

3

4

1

2

3

44

4

4

1

2

3

4

5

6

7

8

4

1

1 1

8

A01

A30

1

ACCESSIBLE DOOR HARDWARE PER HARDWARESCHEDULE.



ACCESSIBILITY SIGNS PER ADA & CBCREFERENCE SHEETS A502 & A601

1

2

3

4

ACCESSIBLE DOOR HARDWARE PER HARDWARESCHEDULE.



ACCESSIBILITY SIGNS PER ADA & CBCREFERENCE SHEETS A502 & A601

1

2

3

4

R

R

Z

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010203040506070809101112131415161718192021222324252627282930313233343536

PROJECT



L L C

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ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 10, 2010

PROJECT NUMBER


2010309.010






ELEVATIONS

RC

MM/MP

A2020 2' 4'1'

ELEVATION AT TELEVISION1/2" = 1'-0"

A01 A202

0 2' 4'1'

EXIT ELEVATION AT DRINKING FOUNTAIN1/2" = 1'-0"

N01 A202

0 2' 4'1'

ENTRY ELEVATION AT WINDOW1/2" = 1'-0"

N13 A202

0 2' 4'1'

MENS LOCKER DOOR ELEVATION1/2" = 1'-0"

A13 A202

0 2' 4'1'

DRINKING FOUNTAIN ELEVATION1/2" = 1'-0"

A27 A202

0 2' 4'1'

SOUTH ELEVATION1/2" = 1'-0"

N27 A202

0 2' 4'1'

WOMENS LOCKER DOOR ELEVATION1/2" = 1'-0"

A20 A202

FRONT FACE OF WALL PER PLAN

LCD TELEVISION & WALL MOUNT, PROVIDED AND INSTALLED BY FARMER'S VENDOR

3/4" CLASS 'A' FIRE TREATED PLYWOOD BACKING, 4'-0" HIGH BY 8'-0" WIDE, CENTEREDBEHIND TV. REFERENCE U10/A502

RECESSED ELECTRICAL AND CABLE DEVICE BOX: LOCATED AT 66" TO CENTER A.F.F.


SHELF AND SATELLITE BOX, PROVIDED AND INSTALLED BY FARMER'S VENDOR

SHELF. PROVIDE BLOCKING AS REQUIRED. REFERENCE SCHEDULE.

FLOOR PER FINISH PLAN AND SCHEDULE

CEILING PER FINISH SCHEDULE

WALL BASE PER FINISH SCHEDULE

REFERENCE ELECTRICAL FOR DUPLEXES.

WALL TYPE PER PLAN.

EXISTING BUILDING CONSTRUCTION.

5'-9

"

EQEQ

2'-0

"

5'-6

"

1'-6

"9"

8'-9

"

8'-6

"

8'-9

"

2'-0

"

8'-6

"

1

2

3

4

5

6

7

8

9

10

FRONT FACE OF WALL PER PLAN


SHELF AND SATELLITE BOX, PROVIDED AND INSTALLED BY FARMER'S VENDOR

FLOOR PER FINISH PLAN AND SCHEDULE

CEILING PER FINISH SCHEDULE


FLOOR BOX FOR EQUIPMENT POWER AND CABLE. REFERENCE ELECTRICAL.

EXISTING WINDOW.

EXISTING BUILDING CONSTRUCTION.

1

2

3

4

5

6

1

2

3

4

5

6

8

9

10

24"

12"

11"

11" 7

1

2

3

4

5

67

1

1

7

8

8

11

11

12

12

9

9

9

99

9

9

9

9

9

9

9

13

13

13

13 13

13

12121212

2'-0

" VE

RIF

Y

25

1a

1a

1a

12

25

L

5

ALIGN FINISH SURFACES. ALIGN NEW WALL WITH EXISTING WALL AND FINISH LEVELFOUR AS ONE WALL.

MECHANICAL CHASE. REFERENCE MECHANICAL. VERIFY FINAL SIZE AND LOCATION.

R7

R

GLASS MIRROR1

2 FAUCET PER PLUMBING DRAWINGS

3

5

CODE COMPLIANT PIPE COVER

1/2" THICK SOLID SURFACE COUNTERTOP, APRON, AND BACKSPLASH.SCRIBE TOP AND BACKSPLASH TO FIT WALL. REFERENCE G01/A502

4

6

5"

1/2" PLYWOOD

7

2X4 WOOD BLOCKING

SINK. REFERENCE PLUMBING.

3'-4

"

18"x24" STEEL BRACKET AS MANUFACTURED BY A&M DIST. BY BAER MODEL#AH-18X24, PREPRIMERED FINISH, PAINT PNT-01 (MAX SPACING AT 4'-0" ONCENTER) REFERENCE SCHEDULE.

8

6"

9"

8"

7"

3"

1'-6

"

SOAP DISPENSER. REFERENCEELEVATIONS AND SCHEDULE.

9

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010203040506070809101112131415161718192021222324252627282930313233343536

PROJECT



L L C

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816.842.1878816.842.1292

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PLANNING

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 10, 2010

PROJECT NUMBER


2010309.010






SECTIONS

RC

MM/MP

A3011' 3'0 2'

SECTION AT TELEVISION3/4" = 1'-0"

A01 A301

1' 3'0 2'

SECTION AT SAT. BOX.3/4" = 1'-0"

A10 A301

0 1/2' 1 1/2'1'

LOCKER ROOM SINK SECTION1 1/2" = 1'-0"

A19 A301

1' 3'0 2'

THIRD FLOOR ENLARGED PLAN DETAIL3/4" = 1'-0"

A28 A301

N

2 PARTITION FROM ACCESS FLOOR TO BOTTOM OF DECK, INSULATED - 57 STC RATED PARTITION

3 5/8"

6 3/8"

5/8"5/8"

12

1

2

4

3

5

6

1 PARTITION FROM ACCESS FLOOR TO BOTTOM OF CEILING

7

8

9

3 SHOWER CAVITY PARTITION - TILE

2 1/2"

1/2"

1'-6

" (N

TS)

1'-6

" (N

TS)

5/8"7/8"

1'-6

" (N

TS)

VARIES PER PLAN5/8"

3 5/8"5/8"

4 7/8"

WALL TYPE / PLAN

4 SHOWER PARTITION - TILE

1'-6

" (N

TS)

3 5/8"

1/2"

4 5/8"

WALL HEAD

WALL SILL

PLAN

WALL HEAD

WALL SILL

PLAN

WALL HEAD

WALL SILL

PLAN

WALL HEAD

WALL SILL

PLAN

1a SAME AS TYPE '1' BUT WITH GYPSUM BOARD ON ONE SIDE ONLY

CROSS TEE

MAIN TEE

CEILING PER PLAN

TEK SCREW

METAL CEILING TRACK FASTENED TOSUSPENDED CEILING "T" RUNNERSREFERENCE CEILING DETAILS.

5/8" GYPSUM BOARD; ONE LAYER ONEACH SIDE

20 GA METAL STUDS AT 16" ON CENTER


FLOOR PER FINISH SCHEDULE

TRACK

CLASS 'A' FIRE RATED 3/4" T-N-GPLYWOOD

EXISTING ACCESS FLOOR

EXISTING STRUCTURE

PAF PER ICC-ESR-1752

13

10

1

2

4

3

5

6

7

8

9

CROSS TEE

MAIN TEE

CEILING PER PLAN

TEK SCREW

METAL CEILING TRACK FASTENED TOSUSPENDED CEILING "T" RUNNERS

1/2" FIBER REINFORCED CEMENT BOARDAT CERAMIC TILE. - OTHERWISE 5/8"GYPSUM BOARD.

LATICRETE HYDROBAN AT TILE SHOWERWALLS. (NOT AT SINKS)


SOUND ATTENUATION BLANKET; 2-1/2"THICK. BETWEEN MENS/WOMENS.


1/4" TILE BACKER BOARD ON ACCESSFLOOR AT PORCELAIN TILE.

LATICRETE HYDROBAN AT TILE SHOWERFLOORS.



EXISTING STRUCTURE

WALL FINISH PER FINISH SCHEDULE


11

10

12

1

2

3

4

5

6

7

89

10

11

11

12

14

12

13

14

12

10

6

7

1

2

4

3

5

6

7

8

9

CEILING ATTACHED TWO SIDES (TYP)REFERENCE CEILING DETAILS

CEILING UNATTACHED TWO SIDES WITHGAP. (TYP) REFERENCE CEILING DETAILS

CEILING PER PLAN REFERENCE CEILINGDETAILS.

ACOUSTICAL SEALANT PER ASTM E413,E497, & E90

5/8" GYPSUM BOARD, ONE LAYER

5/8" GYPSUM BOARD, TWO LAYERS

RESILIENT CHANNELS AT 16" O.C.




SOUND ATTENUATION BLANKET; 3-1/2"THICK

TRACK

SLIP TRACK WITH MOVEMENT OF 1" MIN.

CLASS 'A' FIRE RATED 3/4" T-N-GPLYWOOD


EXISTING STRUCTURE


25 GA METAL STUDS AT 16" O.C.

13

10

11

12

14

2 1/2"

3 3/4"

5/8"5/8"

15

16

17

18

12 3

4

5

6

7

8

910

11

12

13

14

15

16

17

18

3

4

44

4

4

4

9

10

11

11

17

17

17

16

15

15

15

13

12

12

6

6

6

5

5

7

7

8

8

PER FINISHES

PER FINISHES

1/2"

PER FINISHES

13

14

15

16

17

1

2

3

45

6

7

8

9

10

11

1213

14

15

16

14

14

6

7

8

9

7

17

1

2

4

3

5

6

7

8

9

CROSS TEE

MAIN TEE

CEILING PER PLAN

TEK SCREW

METAL CEILING TRACK FASTENED TOSUSPENDED CEILING "T" RUNNERS




NOT USED.


1/4" TILE BACKER BOARD ON ACCESSFLOOR AT PORCELAIN TILE.

LATICRETE HYDROBAN AT TILE SHOWERFLOORS.



EXISTING STRUCTURE



11

10

12

13

14

15

16

17

1

2

3

45

6

7

8

16

6

7

8

10

11

1213

14

15

14

14

7

17

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PROJECT



L L C

f

ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 10, 2010

PROJECT NUMBER


2010309.010






DETAILSWALL TYPES

RC

MM/MP

A5010 3" 9"6"

WALL TYPE '1' DETAIL3" = 1'-0"

A01 A501

0 3" 9"6"


A10 A501

0 3" 9"6"


A19 A501

0 3" 9"6"


A28 A501

4'-0

"3'

-9"

1 WALL PER PLAN

2 2" HOLLOW METAL FRAME

3 DOOR PER PLAN

2

3

1

1


WALL PER PLAN

3

1

3 DOOR PER PLAN

GLAZING SYSTEM. RE.: SHELL BLDG.

ANODIZED ALUM. CHANNEL. MATCHFINISH W/ EXIST. SHELL BLDG. GLAZINGSYSTEM

LINE OF SILL BELOW AND LINE OFSOFFIT ABOVE

GYP. BD. RE.: PLAN & WALL TYPE

MTL FRAMING. RE.: PLAN & WALL TYPE

CENTER LINE OF WALL

FASTENERS

2X4 WD. BLOCKING. CONT.

EPOXY ADHESIVE

ELASTOMERIC GASKET CONTINUOUS

CENTER WALL ON CENTER LINE OFEXIST. VERTICAL

1

2

3

4

5

6

7

8

9

10

11

123456

7 8 9 10 11

1


WALL PER PLAN

2

1

3 WINDOW PER PLAN.

2

3

1

3

2

1

3

2

1


WALL PER PLAN

3 WINDOW PER PLAN.

1


WALL PER PLAN

3 WINDOW PER PLAN.

5/8" TYPE 'X' GYPSUM BOARD

3/4" CLASS 'A' FIRE RATED PLYWOOD

UNFACED GLASS BATT

3-5/8" 20GA METAL STUD @ 16" O.C.

REFERENCE PLAN FOR WALL TYPE

FINISH FLOOR

1

2

3

4

5

6

1

2

3

4

5

6

CERAMIC TILE WALL TILE TO B.O.BACK SPLASH

ADHESIVE

SEAMLESS JOINT

SOLID SURFACE W/ EASED EDGE

SEALED PLYWOOD

SETTING

CABINET FACE

SOLID SURFACE COUNTERTOP

1

2

3

4

5

6

7

8

1

2

3

6

8

7

4

4

6 65

8

8

1

2

4

3

5

6

7

CEILING PER PLAN

TEK SCREW




HANGERS TO EXISTING STRUCTUREABOVE.


BRACE TO STRUCTURE ABOVE.

1

2

3

4

5

6

7

8

8

1

1'-0

"

9"

R1/2"

6"

1'-0"

1'-0

" 1'-0"

1'-0"

9"

R1/2"

6"

9"

R1/2"

6"

9"

R1/2"

6"

RADIUS ALL CORNERS

COLOR 1 - TBD

COLOR 2 - TBD

GRADE II BRAILLE

ALL SIGNS - ADA COMPLIANT

ALL SIGNS - TITLE 24 COMPLIANT

1

2

3

4

5

6

1

2

3

4

5

6

1

2

3

4

5

6

1

2

3

4

5

6

1

2

3

4

5

6

2

3

4

6

2

3

4

6

RADIUS ALL CORNERS

COLOR 1 - TBD

COLOR 2 - TBD

GRADE II BRAILLE


ALL SIGNS - TITLE 24COMPLIANT

1

2

3

4

5

6

RADIUS ALL CORNERS

COLOR 1 - TBD

COLOR 2 - TBD

GRADE II BRAILLE


ALL SIGNS - TITLE 24COMPLIANT

1

2

3

4

5

6

RADIUS ALL CORNERS

COLOR 1 - TBD

COLOR 2 - TBD

GRADE II BRAILLE


ALL SIGNS - TITLE 24 COMPLIANT

1

2

3

4

5

6

SIGN TYPE 'A' SIGN TYPE 'B' SIGN TYPE 'C' SIGN TYPE 'D'

SIGN TYPE 'F'

SIGN TYPE 'E'

60"

6" 6" 6"EQ EQ EQ EQ

30"44

" 60"

30"44

" 60"

30" 44

"

LATCH LATCHLATCH

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010203040506070809101112131415161718192021222324252627282930313233343536

PROJECT



L L C

f

ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 10, 2010

PROJECT NUMBER


2010309.010






DETAILS

RC

MM/MP

A5020 3" 9"6"

PARTITION JAMB DETAIL3" = 1'-0"

A01 A502

COUNTER TOP DETAILNTS

G01 A502

0 3" 9"6"

SOFFIT / HEAD DETAIL3" = 1'-0"

N01 A502

0 3" 9"6"

WINDOW SILL DETAIL3" = 1'-0"

A10 A502

0 3" 9"6"

WINDOW JAMB DETAIL3" = 1'-0"

G10 A502

0 3" 9"6"

WINDOW HEAD DETAIL3" = 1'-0"

N10 A502

0 3" 9"6"

BLOCKING DETAIL3" = 1'-0"

U10 A502

0 3" 9"6"

SIGN TYPE 'F'3" = 1'-0"

A19 A502

0 3" 9"6"

SIGN TYPES3" = 1'-0"

G19 A502

0 3" 9"6"

DOOR JAMB DETAIL3" = 1'-0"

N19 A502

0 3" 9"6"

DOOR HEAD DETAIL3" = 1'-0"

U19 A502

0 3" 9"6"

SIGN TYPE 'E'3" = 1'-0"

A28 A502

0 3" 9"6"

SIGN TYPES3" = 1'-0"

G28 A502

0 4' 8'2'

SIGN MOUNTING HEIGHTS & LOCATIONS1/4" = 1'-0"

N28 A502

2'-0" TYP.

8" MAX.

78"

78"

8" MAX.

34"

"UNATTACHEDWALL" BERC2

"ATTACHED WALL" BERC2

BERC2

BERC23/8" [MIN]3/4" [MAX]

7/8"

8" [MAX][NTS]

1

6

12GAVERTICALHANGERWIRE

ACM7 WALLATTACHMENT CLIP

6'-0" MAX.

LATERAL SUPPORT POINT6'-0" OF EA. WALL.

12'-0" O.C. EACH WAY

TO LATERAL SUPPORT POINT

BOLT COMPRESSION STRUT. @TOP AND BTM.

CROSS RUNNERMAIN RUNNER

2' X 2' ACOUSTICAL TILE INMETAL SUSPENSION "T" GRIDSYSTEM.

8" MIN. ENDS

1/2" CLR. TYP.

3/4" X 2" L AROUNDPERIMETER

FACE OF WALL OR DEMISINGPARTITION

HORIZ.RESTRAINTWIRES

EXISTINGJOIST

SPREADERBAR

2"

9" MAX.3/4" MIN.

TWO SIDES(ADJACENT) EACHROOM

LATERAL SUPPORT POINT

WHERE FIXTURE ROW FALLS BETWEENMAIN RUNNER USE 4'-0" LG. MAIN @4'-0"O.C. AS CROSS TEE

HVAC AIR DIFFUSERS, WITH APPROVEDCLIPS OR WIRES AS REQ'D BY CITYSTANDARDS TYP.

WIRE HANGER @ 4'-0" O.C. EA. WAY

ACOUSTICAL TILE, SEE SPECS. TYP.

RECESSED FLUORESCENT LIGHT FIXTURES. SEEELEC. DRAWINGS.

3 TURNS MINIMUMIN 1/2", TYP.

MAIN RUNNER

CROSS TEE

COMPRESSION STRUT PER MFG. COMPRESSION STRUTREQ'D AT EACH SEISMIC RESTRAINT AT 12'-0" O.C. EACHWAY.

45 ° TYP.

2"MAX

(4) No.12 GAGE SPLAY WIRES AT 12'-0" EACH WAY. WIRESTO BE 90 DEGREES FROM EACH OTHER AND 45 DEGREESFROM PLANE OF CEILING. RE: NOTE 5 FOR CONNECTION(WIRE SHALL HAVE MINIMUM ULTIMATE TENSILESTRENGTH, F = 90 KSI.)

TRACK ORALTERNATECOVER

FASTNER

CHANNELMOLDINGS

2"

2" SEISMICSEPERATIONJOINT CAT. DEFMINIMUM EVERY2500 SQ FT

2" SEISMIC SEPERATIONJOINT CAT. DEFMINIMUM EVERY 2500 SQ FT

HOLDDOWN

CLIP FASTENER

WALL ANGLESUPPORTFASTENEDTO GRID

MAIN TEE

CROSS TEE

STRUCTURE

VERTICALHANGERWIRE

SPLAY WIRESECURE TOSTRUCTURE

COMPRESSION STRUTEA. WAY @ 12'-0" O.C.

MAY BE SLACK

LIGHTING FIXTURE

SEISMIC CLIP

TEE

#8 X 1/4" SHEETMETAL SCREW

SUSPENDED CEILING PANEL

LIGHTFIXTURE

MOUNTINGBRACKET

CROSS TEE

LIGHT FIXTURE

MAY BE SLACK

SUSPENDED CEILINGS IN SEISMIC DESIGN CATEGORIES D, E, AND F SHALL BE DESIGNED AND INSTALLED INACCORDANCE WITH ASTM C635, ASTM C636, AND THE CISCA FOR SEISMIC ZONES 3-4 AS MODIFIED BY THEFOLLOWING: [§13.5.6.2.2 ASCE 7-05]

a. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED.b. FOR CEILING AREAS EXCEEDING 2500 SQ. FT., A SEISMIC SEPARATION JOINT OR MI HEIGHT PARTITION

THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 SQ. FT. SHALL BE PROVIDED UNLESSSTRUCTURAL ANALYSES ARE PERFORMED.

c. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE, ORADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 INCH IN ALLHORIZONTAL DIRECTIONS.

d. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTALPIPING OR DUCT WORK.

HANGER WIRE

EXPOSED TEE GRID SYSTEM

DRYWALL TRANSITION CLIP

GYPSUM BOARD

ACOUSTICAL CEILING PANEL

1

2

3

4

5

1

2

3

45

1

2

3

4

5

6

7

8

9

10

11

CROSS TEE

HEAVY DUTY MAIN TEE

BRACE TO STRUCTUREALTERNATE @ 48" O.C.

FACED GLASS BAT

GAP AS REQ.

PREFINISHED CEILINGOVER TRACK

WALL TRACK

TEK SCREW @ 24" O.C.

UNFACED GLASS BATT

WALL TYPES PER PLAN

ACOUSTICAL PANEL

1

23

4

5

6

7

8

9

10

118

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010203040506070809101112131415161718192021222324252627282930313233343536

PROJECT



L L C

f

ARCHITECTURERMT.COM


816.842.1878816.842.1292

ARCHITECTURE

RETAIL

INTERIORS

GRAPHICS

PLANNING

SHEET TITLE

SHEET AUTHOR

CHECKED BY

DATE

SHEET NUMBER



DECEMBER 10, 2010

PROJECT NUMBER


2010309.010






DETAILSSEISMIC CEILING

RC

MM/MP

A503SEISMIC CEILING DETAIL

NTS

A01 A503

SEISMIC CEILING DETAILNTS

G01 A503


N01 A503


U01 A503


A10 A503


G10 A503


N10 A503


U10 A503


A19 A503


G19 A503


N19 A503


U19 A503


A28 A503

CODE MATERIAL MANUFACTURER STYLE/COLOR COMMENTS

BASERWB-01 RUBBER WALL BASE ROPPE PINNACLE, 114 LUNAR DUST 5. 13. 14.

FLOORRSF-01 RUBBER SPORTS FLOOR FLEXCO PRIME SPORTS FLOORING, 204 STARGLIGHT, 3/8" GAUGE 1. 2. 15. 16.SFF-01 SPORTS FITNESS FLOOR HARO SPORTS FLOOR, BEECHWOOD 1. 3. 15. 16.TIL-01 PORCELAIN FLOOR TILE AFI FLORIM USA URBAN LANDSCAPE, SOUTHSIDE, 12"X12" 1. 15. 16.

TIL-03 PORCELIAN TILE BASE AFI FLORIM USA URBAN LANDSCAPE, SOUTHSIDE, 6"X12" COVE BASE 13. 14.

WALLPNT-01 PAINT SHERWIN WILLIAMS SW7042 SHOJI WHITE 6. 13. 14.

COMMENTSWALL FINISH

NORTH SOUTH EAST WESTFINISHFLOOR

FINISHBASE

FINISHCEILING

NUMBERROOM

ROOM NAME

201 MULTIPURPOSE SFF-01 RWB-01 PNT-02 PNT-01 PNT-01 PNT-01 ACT-01 1.202 WOMEN'S LOCKER TIL-01,02 TIL-03 PNT-03 PNT-03 PNT-03 PNT-03 PNT-04 1. 2.203 MEN'S LOCKER TIL-01,02 TIL-03 PNT-03 PNT-03 PNT-03 PNT-03 PNT-04 1. 2.204 CARDIO RSF-01 RWB-01 PNT-01,02 PNT-01 PNT-01 PNT-01 ACT-01 1. 3.205 STRENGTH RSF-01 RWB-01 PNT-01 PNT-01 PNT-01 PNT-01 ACT-01 1.

MISCELLANEOUSTSF-01 TERRAZO SHOWER FLOOR STERN WILLIAMS PARIAN TRANSFER TYPE #WDA3600 15. 16.SCG-01 STAINLESS STEEL CORNER GUARDS N/A 2", NO EXPOSED SCREWS 11.

PNT-02 PAINT SHERWIN WILLIAMS SW7611 TRANQUIL AQUA 7. 13. 14.

TIL-04 WALL TILE FLORIDA TILE BRIGHT 100 LUMINA, 6"X6" 13. 14.

PNT-03 PAINT SHERWIN WILLIAMS SW7042 SHOJI WHITE, BATH PAINT, SEMI-GLOSS FINISH 8. 13. 14.

CEILINGACT-01 ACOUSTICAL CEILING TILE ARMSTRONG SCHOOL ZONE FINE FISSURED #1714 2'X4' 10. 13. 14. 17.

SSM-01 SOLID SURFACE MATERIAL CORIAN SILVER BIRCH 3CM 12.

TIL-02 PORCELAIN FLOOR TILE AFI FLORIM USA URBAN LANDSCAPE, SOUTHSIDE, 3"X3" MOSAIC 1. 15. 16.

FIRE HARDWARENUMBER

DOORHEIGHT MATERIAL FINISH RATING TYPE MATERIAL FINISH JAMB HEADWIDTH

DOOR FRAMETYPE COMMENTSTYPE

TYPEWINDOW

HEIGHT MODEL MATERIAL FINISH JAMB SILL HEIGHTWIDTHR.O.

COMMENTSTYPETHICKNESSHEADGLAZING

MANUFACTURERHEAD

201 G 3'-0" 7'-0" SC WD MTCH EXIST N/A 1 1 W HM PNT-05 N19/A502 U19/A502 1. 2.

A 4'-4" 4'-4" - - W HM PNT-05 N10/A502 G10/A502 A10/A502 1/4" 1 7'-0" 1.

202 F 3'-0" 7'-0" SC WD MTCH EXIST N/A 2 1 W HM PNT-05 N19/A502 U19/A502 3.203 F 3'-0" 7'-0" SC WD MTCH EXIST N/A 2 1 W HM PNT-05 N19/A502 U19/A502 3.204 F 3'-0" 7'-0" SC WD MTCH EXIST N/A 3 1 W HM PNT-05 N19/A502 U19/A502 4.205 F 3'-0" 7'-0" SC WD MTCH EXIST N/A 3 1 W HM PNT-05 N19/A502 U19/A502 4.

TYPE HEIGHT DEPTH COMMENTSWIDTHMANUFACTURERACCESSORY COLOR / FINISHMODELA MIRROR BRADLEY 781-24362 SS BRIGHT 36" 24" - 4.

TYPE HEIGHT DEPTHWIDTHMANUFACTUREREQUIPMENT COLOR / FINISHMODEL101 ISO-LAT BICEPS CURL LIFE FITNESS MTSBC TO BE SELECTED 59" 58" 38" 520 #102 ISO-LAT TRICEPS EXT. LIFE FITNESS MTSTE TO BE SELECTED 60" 52" 36" 580 #103 ISO-LAT CHEST PRESS LIFE FITNESS MTSCP TO BE SELECTED 77" 68" 40" 765 #104 ISO-LAT FRNT PULL DN LIFE FITNESS MTSFP TO BE SELECTED 80" 58" 48" 793 #105 ISO-LAT LEG EXT. LIFE FITNESS MTSLE TO BE SELECTED 55" 57" 48" 750 #106 HIP ABDUCT/ADDUCT LIFE FITNESS FSHAA TO BE SELECTED 70.5" 25" 64.5" 517 #107 DUAL ADJ. PULLEY LIFE FITNESS CMDAP TO BE SELECTED 93" 62" 44" 1265 #108 UPRIGHT BIKE LIFE FITNESS 95C TO BE SELECTED 59.5" 21" 43.5" 176 #109 RECUMBANT BIKE LIFE FITNESS 95R TO BE SELECTED 53" 27" 65" 214 #110 AMT PRECOR AMT 100i TO BE SELECTED 69" 28" 74" 445 #111 TREADMILL LIFE FITNESS 95T TO BE SELECTED 62.25" 37" 80" 442 #112 ELLIPTICAL C-T LIFE FITNESS 95X TO BE SELECTED 65" 30.7" 88.1" 442 #113 SHOULDER PRESS LIFE FITNESS OSSP TO BE SELECTED 57" 55" 61" 493 #114 SEATED ROW LIFE FITNESS OSRW TO BE SELECTED 57" 39" 65" 439 #115 ABDOMINAL LIFE FITNESS OSAB TO BE SELECTED 57" 39" 50" 350 #116 PEC FLY / REAR DELT LIFE FITNESS PSFLYSE TO BE SELECTED 71" 56" 49" 580 #

119 TELEVISION - - - - - - -120 SHELF - - - - - - -

WEIGHT STACK COMMENTSOPTIONS

100 #100 #

150 # X2150 #150 #210 #

390 # X2 -TVTVTVTVTV

202 #202 #142 #300 #

1. 2.

------

-----

--

----

--

B PAPER TOWEL DISP. BRADLEY 250-15 SS SATIN 15-5/16" 11" 4" 4.C WASTE RECEPTACLE BRADLEY 346-10 SEMI-RECESSED SS SATIN 30-5/8" 17" 8-3/4" -D TOWEL BAR BRADLEY 9054-24 SS SATIN - 24" 3" 4.E SHELF BRADLEY 760 RECESSED SS SATIN 10" 19-1/2" 4" -F TOWEL HOOK BOBRICK B-2116 SS SATIN - - - 4.G SOAP DISH BRADLEY 900 SS SATIN 2-1/8" 5" 2-3/4" 4.H SHOWER SEAT BRADLEY 956 (LH) SS & BONE 18" 34-1/2" 22" 3. 4.J GRAB BAR BRADLEY 8120-036183234 (LH) SS SATIN C=34" A=18" B=32" 3. 4.K GRAB BAR BRADLEY 8120-037183234 (RH) SS SATIN C=34" A=18" B=32" 3. 4.L SOAP DISPENSER BRADLEY 6315-KT0000 CHROME PLATED 4" - 5-1/2" -M BENCH BRADLEY LENOXPEDESTAL TO BE SELECTED 20" 12" 60" 1.N LOCKER BRADLEY LENOXLOCKER TO BE SELECTED 72" 18" 18" 2.

1. PEDESTAL BENCH: TOP FABRICATED FROM 1 1/2 INCH (38 MM) THICK HDPE, PEDESTALS 18 ½ INCH(470 MM) BLACK ANODIZED ALUMINUM WITH WELDED ALUMINUM FLANGES. PROVIDE HARDWARE FORATTACHING BENCH TOP TO PEDESTALS AND ANCHORING PEDESTALS TO FLOOR.

2. MODEL LENOXLOCKER LOCKERS, 72 INCH (1829 MM) HIGH X 18 INCH (457 MM) WIDE X 18 INCH (457MM) DEEP, 2 TIER, (COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER’S STANDARD. ENDPANELS AND FLAT TOP FABRICATED FROM ½ INCH (13 MM) HDPE. DOOR HINGE: CONTINUOUS PIANOHINGE FABRICATED FROM 16 GAUGE TYPE 304 STAINLESS STEEL. PROVIDE ONE PLASTIC DOUBLECOAT HOOK FOR EACH OPENING IN TWO TIER LOCKERS. PROVIDE ONE NUMBER PLATE FOR EACHOPENING. PROVIDE SCREWS, ANCHORS AND ANGLE BRACKETS FOR LOCKER BASE INSTALLATION.CONTINUOUS LATCH SECURELY ATTACHED TO THE ENTIRE LENGTH OF THE DOOR WITH STAINLESSSTEEL SCREWS, PROVIDING A FULL LENGTH LATCHING MECHANISM CAPABLE OF ACCEPTINGSEVERAL LOCK TYPES. LOCKING DEVICE: KEYPAD LOCK. PROVIDE OPENINGS AT TOP AND BOTTOM OFEACH DOOR FOR VENTILATION. BASE: 3-INCH HIGH. END PANELS: FLAT TOP FOR SINGLE LOCKERCONFIGURATION. FACTORY FINISHES: TO BE SELECTED BY ARCHITECT FROM MANUFACTURER’SSTANDARD.

3. QUANTITY (2) EACH RIGHT HAND AND LEFT HAND MODELS.4. PROVIDE BLOCKING IN WALL.5. TRACK - INPRO CLICKEZE TRACK ULTRACUBE EXTRUDED ALUMINUM TRACK, WHITE BAKED ACRYLIC

ENAMEL FINISH. CURTAIN - INPRO EZE-GUARD CUBICLE CURTAINS, PATERN AND COLOR TO BESELECTED BY ARCHITECT FROM MFR FULL RANGE.

6. 18"x24" STEEL BRACKET AS MANUFACTURED BY A&M DIST. BAER MODEL #AH-18X24, PRE-PRIMEDFINISH, PAINT PNT-01 (MAX SPACING AT 4'-0" ON CENTER)

P CURTAIN ROD INPRO CLICKEZE WHITE - - - 5.Q SHOWER SEAT BRADLEY 9561 (RH) SS & BONE 18" 34-1/2" 22" 3. 4.

PNT-04 PAINT SHERWIN WILLIAMS CEILING WHITE, BATH PAINT, SEMI-GLOSS FINISH 9. 13. 14.PNT-05 PAINT SHERWIN WILLIAMS MATCH EXISTING DOOR FRAMES 13. 14.

R SHELF MOCKETT SH20C SATIN ALUMINUM 3" 78-3/4" 11" 4.

MTH-01 MARBLE THRESHOLD - WHITE MARBLE, POLISHED, 5"X40"X5/8" DOUBLE BEVEL 1. 4. 15. 16.

TIL-05 BULLNOSE FLORIDA TILE BRIGHT 100 LUMINA, 6"X6" BULLNOSE 13. 14.

1. ALL FLOOR TRANSITIONS ARE TO BE DETERMINEDPER EXISTING FLOOR CONDITIONS AND SELECTEDBY ARCHITECT.

2. ROLLED GOODS3. SUBFLOOR SHALL BE LEVEL ACCORDING TO DIN

18202: 1997-04, FIGURE 3.4. USE BETWEEN TIL-01 AND TIL-025. 4" COVE, ROLLED GOODS ONLY6. FIELD COLOR7. ACCENT COLOR8. LOCKER ROOM WALL PAINT9. LOCKER ROOM CEILING PAINT10. USE WITH EXISTING GRID11. 48" HIGH

12. RESTROOM COUNTER TOP13. INTERIOR WALL AND CEILING FINISHES SHALL BE

CLASSIFIED IN ACCORDANCE WITH ASTM E 84.SUCH INTERIOR FINISH MATERIALS SHALL BEGROUPED IN THE FOLLOWING CLASSES INACCORDANCE WITH THEIR FLAME SPREAD ANDSMOKE-DEVELOPED INDEXES AS FOLLOWS:CLASS A: FLAME SPREAD 0-25;SMOKE-DEVELOPED 0-450.CLASS B: FLAMESPREAD 26-75; SMOKE-DEVELOPED 0-450. CLASSC: FLAME SPREAD 76-200; SMOKE-DEVELOPED0-450.

14. FINISHES SHALL MEET OR EXCEED CLASS C PERCBC TABLE 803.5

15. INTERIOR FLOOR FINISH AND FLOOR COVERINGMATERIALS REQUIRED BY SECTION 804.4.1 TO BEOF CLASS I OR II MATERIALS SHALL BECLASSIFIED IN ACCORDANCE WITH NFPA 253. THECLASSIFICATION REFERRED TO HEREINCORRESPONDS TO THE CLASSIFICATIONSDETERMINED BY NFPA 253 AS FOLLOWS: CLASS I,0.45 WATTS/CM2 OR GREATER; CLASS II, 0.22WATTS/CM2 OR GREATER.

16. FINISHES SHALL MEET OR EXCEED CLASS I17. SUSPENDED ACOUSTICAL CEILING SYSTEMS

SHALL BE INSTALLED IN ACCORDANCE WITH THEPROVISIONS OF ASTM C 635 AND ASTM C 636

1. EQUIPMENT BY FARMERS' VENDORS.2 W/ WALL MOUNT ETC

1. 2.

1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.

GLASS TYPE '1' - NEW GLAZING: ARCHITECTURAL CLASS II CLEAR ANODIC COATING (COLOR #17 CLEAR)(STANDARD). 1/4" GLAZING, TEMPERED CATEGORY II PER ELEVATIONS & PER IBC SECTION 2406 FORSAFETY GLAZING. NON-THERMAL; FRONT PLANE, STRUCTURAL SILICONE GLAZED STICK FABRICATION

1. 1/4" GLAZING, TEMPERED CATEGORY II PER IBC SECTION 2406 FOR SAFETY GLAZING.

206 5.207 ETR 3'-0" PR 7'-0" ETR ETR PNT-05 6.

DOOR HARDWARE SCHEDULE:MATCH EXISTING HARDWARE STYLE, COLOR, ETC.HARDWARE TYPE:

1. CLASSROOM FUNCTION LEVERHARDWARE W/ CLOSER.

1.1. 3 HEAVY DUTY HINGES1.2. LEVER LOCKSET1.3. WALL STOP1.4. CYLINDER1.5. DOOR SILENCERS

2. PUSH/PULL WITH CLOSER.2.1. 3 HEAVY DUTY HINGES2.2. DOOR PULL2.3. CLOSER2.4. KICKPLATE2.5. PUSH PLATE2.6. WALL STOP2.7. DOOR SILENCERS

3. PANIC EXIT, CLOSER ANDACCESS CONTROL. (ITEMSMARKED WITH * ARE PROVIDEDBY FARMERS VENDOR)

3.1. ELECTRIFIED HINGE *3.2. HEAVY DUTY HINGES3.3. EXIT DEVICE *3.4. CYLINDER3.5. CLOSER3.6. LEVER LOCKSET3.7. FLOOR STOP @ 2043.8. WALL STOP @ 2053.9. KICKPLATE3.10. CONTROLLER *3.11. GASKET3.12. CARD READER *3.13. DOOR CONTACT *3.14. REX MOTION SENSOR *

S SHELF BRACKET BAER AH-18X24 PNT-01 24" - 18" 4. 6.

1. GLASS TYPE '1' - ARCHITECTURAL CLASS II CLEAR ANODIC COATING (COLOR #17 CLEAR) (STANDARD).1/4" GLAZING, TEMPERED CATEGORY II PER IBC SECTION 2406 FOR SAFETY GLAZING.

2. CLASSROOM FUNCTION LEVER HARDWARE WITH VISION GLASS, TEMPERED CATEGORY II PER IBCSECTION 2406 FOR SAFETY GLAZING.

3. PUSH/PULL WITH CLOSER AND SIGNAGE PER ADA, ANSI A117.1 AND CBC4. PANIC EXIT, CLOSER, CARD READER ACCESS CONTROL AND SIGNAGE.5. DOOR NUMBER NOT USED.6. EXISTING TO REMAIN (ETR)

TYPE HEIGHT DEPTH COMMENTSWIDTHSIGN TEXTSIGN COLOR / FINISHMODELA ADA WOMEN RESTROOM WOMEN MATCH BLDG. TYP. MATCH BLDG. TYP. 6" 4" - 1.B ADA MEN RESTROOM MEN MATCH BLDG. TYP. MATCH BLDG. TYP. 6" 4" - 1.C ADA EXIT EXIT MATCH BLDG. TYP. MATCH BLDG. TYP. 6" 4" - 1.D ADA EXIT ROUTE EXIT ROUTE MATCH BLDG. TYP. MATCH BLDG. TYP. 6" 4" - 1.E TITLE 24 WOMENS WOMEN MATCH BLDG. TYP. MATCH BLDG. TYP. 12" DIA. - - 1.F TITLE 24 MENS MEN MATCH BLDG. TYP. MATCH BLDG. TYP. 10-25/64" 12" - 1.

1. PROVIDE AND INSTALL SIGNS PER ALL REQUIREMENTS OF THE ADA, ANSI A117.1 LOCAL CODES AND/OR TITLE 24 OF THE CBC

1. ALL FLOOR TRANSITIONS ARE TO BEDETERMINED PER EXISTING FLOORCONDITIONS AND SELECTED BY ARCHITECT.

2. SEE FINISH PLAN FOR LOCATION OF TIL-043. SEE FINISH PLAN FOR LOCATION OF PNT-02

30"

44"

36"

84"

30"

44"

36"

84"

24"

20"8"

8"

36"

84"

2"

2" 2"

DOOR TYPE 'G' FLUSH W/ GLASS LITESOLID CORE WOOD FACTORY FINISH TOMATCH EXISTING DOORS.

DOOR TYPE 'F' FLUSH SOLID CORE WOODFACTORY FINISH TO MATCH EXISTINGDOORS.

FRAME TYPE '1'DRYWALL FRAME BUILT IN PAINT 'GLOSS'PER FINISH SCHEDULE.

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DATE

SHEET NUMBER



DECEMBER 10, 2010

PROJECT NUMBER


2010309.010






SCHEDULES

RC

MM/MP

A601EQUIPMENT SCHEDULE A01 A601DOOR TYPES

1/2" = 1'-0"

A19 A601DOOR FRAME TYPES1/2" = 1'-0"

A28 A601

ACCESSORY SCHEDULE F01 A601

FINISH SCHEDULE N01 A601

DOOR HARDWARE SCHEDULE G19 A601

WINDOW SCHEDULE U19 A601

SIGN SCHEDULE X19 A601

DOOR SCHEDULE N19 A601

FINISH LEGEND R01 A601