rubicon gymnasium 2825 rady st. richmond, va 23222€¦ · rubicon gymnasium 2825 rady st....

CONSULTANTS

09 / 16 / 16

DESCRIPTIONMARK DATE

SEAL

FOR BIDDING

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SHEET TITLE

PROJECT NO:MODEL FILE:

DRAWN BY:CHECKED BY:

A-001

01539.09

RKM

CONTACTS, PROJECTDATA & INDEX

2 3 W E S T B R O A D S T R E E T , S U I T E 2 0 0R I C H M O N D , V I R G I N I A 2 3 2 2 0

T E L E P H O N E : 8 0 4 . 3 5 3 . 3 0 5 1F A C S I M I L E : 8 0 4 . 3 5 8 . 1 4 4 2

W E B S I T E : w w w . c s a r c h . c o m

01539.09 RBHA Gymnasium

JMHSTART DATE: XX/XX/XXXX

COPYRIGHTS BY CORNERSTONE ARCHITECTS. ALL RIGHTS RESERVED.THESE DRAWINGS MAY NOT BE USED NOR PRODUCED IN ANY FORMWITHOUT WRITTEN CONSENT FROM CORNERSTONE ARCHITECTS.

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2 3 3 N/A N/A N/A 0 X

FEMALE MALE FEMALE MALE

REQ./PROV REQ./PROV REQ./PROV REQ./PROV REQ./PROV REQ./PROV

82 1/1 1/2 2/2 1/2 1/1 1/1

CONSTRUCTION TYPE(S)

OCC. LOADLOAD FACTORFLOOR AREA USE

A-3 4,058 S.F. 1 PER 50 GROSS 82

RENOVATION OF EXISTING CMU DOUBLE HEIGHT GYMNASIUM WITH METAL CLADDING ON UPPER HALF WITH ONE STORY WEIGHT ROOM AND BATHROOM/SHOWER FACILITIES. PART OF THE RUBICON CAMPUS. NO CHANGES TO TO THE EXISTING PATH OF EGRESS OR LIFE SAFETY ARE TO BE MADE AS PART OF THIS RENOVATION.

VB (EXISTING)

SECTION 3 - BUILDING CONSTRUCTION

FLOOR LEVEL

FIRST FLOOR

SECTION 5 - OCCUPANT LOAD

AREA

GYM

LOAD

SERVICE SINKOCC. AREA

EXIT PASSAGE-

WAY

VERTICAL EXIT

ENCLOS.

SECTION 6 - BUILDING EXITING

PROVIDEDEXTERIOR

DOOR

FIRE RATING

NOT REQ.'D

FIRE RATING

HORIZ. EXIT

TYPE OF EXIT REQ.'D/PROPOSED

SECTION 9 - PLUMBING FIXTURE COUNT

OPTIONAL

OPTIONAL

DRINKING FOUNTAIN

SECTION 7 - BUILDING FIRE DETECTION AND SUPPRESSION

SPRINKLER SYSTEM

REQUIRED

FIRE ALARM SYSTEM

SMOKE DETECTION SYSTEM

PROVIDED (YES OR NO)

SECTION 1 - PROJECT DESCRIPTION

LAVATORYWATER CLOSET

NUMBER OF EXITS CORRIDORS

TOTAL DESIGN OCCUPANT LOAD PER FLOOR

FIRST FLOOR 82

REQUIRE/OPTIONAL TYPE/CLASS/AREAS OF COVERAGE

OPTIONAL

N/A

N/A

STANDPIPE SYSTEM

FIRST FLOOR

YES

NO

NO

YES

SAND

STEEL

WOOD BLOCKING

DIM.-LUMBER

ALUMINUM

BRICK

GRAVEL

GWB

PLYWOOD

CONCRETE

CMU

EARTH

BATT INSULATION

WOOD-FINISHBRICK FACE

RIGID INSUL.

N

SHEET NO.

A-101A-102A-103A-104A-105A-106A-201A-202A-203A-204A-501A-601A-602A-701

NAME

DEMOLITION PLANDEMOLITION REFLECTED CEILING PLANLIFE SAFETY PLANFLOOR PLANDIMENSION PLAN NEW REFLECTED CEILING PLANEXTERIOR ELEVATIONSEXTERIOR ELEVATIONSINTERIOR ELEVATIONS-IINTERIOR ELEVATIONS-IIPARTITION TYPES & INTERIOR DETAILSDOOR SCHEDULEROOM FINISHES SCHEDULE AND LEGEND, ACCESSORY SCHEUDLEFINISH PLAN

FORCONST.

SHEET NO.

A-001A-002A-003A-004A-005A-006A-007

NAME

CONTACTS, PROJECT DATA & INDEXICC/ANSI ACCESSIBILITY GUIDELINESPROJECT SPECIFICATIONS (1 OF 5)PROJECT SPECIFICATIONS (2 OF 5)PROJECT SPECIFICATIONS (3 OF 5) PROJECT SPECIFICATIONS (4 OF 5)PROJECT SPECIFICATIONS (5 OF 5)

FORCONST.

SECTION

ELEVATION

DETAIL (PLAN)

DETAIL (SECTION)

COLUMN LINE TAG A

01A-XXX

01A-XXX

01A-XXX

01A-XXX

01A-XXX

SECTION SHEET LOCATION

SECTION NUMBER

ELEVATION SHEET LOCATION

ELEVATION NUMBER

DETAIL SHEET LOCATION

DETAIL NUMBER

THIS REMODEL PROJECT REQUIRES THE GENERALCONTRACTOR TO MAKE MODIFICATIONS TO, OR EXPAND THEMECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS ON ADESIGN/BUILD BASIS. THIS CONTRACTOR SHALL PROVIDE ACOMPLETE WORKING MECHANICAL, ELECTRICAL, ANDPLUMBING SYSTEM SIZED TO COMPLY WITH CURRENT CODESAND STANDARDS FOR GENERAL RECREATIONAL USE. THEGENERAL CONTRACTOR SHALL PROVIDE A WRITTENBREAKDOWN, BY TRADE, OF ALL WORK INCLUDED IN THE BID.INCLUDE A LIST OF ANY EXCLUSIONS FOR EVALUATION.SELECTED GENERAL CONTRACTOR SHALL MEET WITH OWNERTO REVIEW THE PACKAGE AND CONFIRM REQUIREMENTSBEFORE SUBMITTING FOR MECHANICAL, ELECTRICAL ANDPLUMBING PERMITS.

FEDERAL

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, DEPARTMENT OFJUSTICE, SEPTEMBER 15, 2010

STATE

BUILDING:2012 VIRGINIA UNIFORM STATEWIDE BUILDING CODE;2012 INTERNATIONAL BUILDING CODE

MECHANICAL:2012 INTERNATIONAL MECHANICAL CODE

PLUMBING:2012 INTERNATIONAL PLUMBING CODE

ELECTRICAL CODE:2011 NFPA 70 - NATIONAL ELECTRICAL CODE

ACCESSIBILITY:ICC/ANSI A117.1-2010 AMERICAN NATIONAL STANDARD ON ACCESSIBLEAND USABLE BUILDINGS AND FACILITIES;

LOCAL

N/A

RUBICON GYMNASIUM2825 RADY ST.

RICHMOND, VA 23222

SITE CONDITIONSSITE CONDITIONS: TO PREPARE THE PLANS, SPECIFICATIONS, ANDCONTRACT DOCUMENTS, THE ARCHITECT & ENGINEER MAY HAVEPERFORMED EXPLORATORY WORK TO GAIN INFORMATION RELATIVETO SURFACE AND SUBSURFACE CONDITIONS. THIS INFORMATION,WHEN SHOWN IN THE CONTRACT DOCUMENTS, REPRESENTS ASUMMARY OF CONDITIONS AS OF THE DATE THE SURVEY WAS MADE; ITIS ONLY AN APPROXIMATE ESTIMATION OF THE SITE CONDITIONS. THECONTRACTOR'S BID SHALL BE PREPARED BASED UPON IT'S OWNEXAMINATION OF THE SITE AND EXPLORATORY WORK.

ABV aboveA.F.F. above finish floorA.D. access doorAC.BD. acoustical boardACT acoustical tileADJ adjustibleAGG aggregateALT alternateAL aluminumANCH anchorA.B. anchor boltANOD anodized@ atASPH asphaltASSY. assembly

BSMT basementBM beamB.M. benchmarkBET. betweenBIT. bituminousBLK. blockBLKG. blockingBD. boardBRKT bracketBRK. brickBLDG. buildingB.U.R. built-up roofing

CAB. cabinetCPT carpetC.I.P. cast-in-placeC.I. cast ironCLG ceilingCEM. cementCTR centerC.L. center lineCER. ceramicC.T. ceramic tileC.M.T. ceramic mosaic tileCLO. closetCOL. columnCONC. concreteC.M.U. conc. masonry unitCONST. constructionC.J. control jointCONT. continuousCSK. countersunk

DP. damproofingDET. detailDIA. diameterDIM. dimensionDR. doorD.T.A. dovetail anchorD.T.S. dovetail slotDN. downDWG. drawingD.F. drinking fountainDW. drywall

EA. eachELAS. elasticE.W.C. el. water coolerEL. elevationELEV. elevatorENCL. enclosureEQ. equalEQUIP. equipmentE.T.R. existing to remainEX. exampleEXH. exhaustEXIST. existingEXP. expansionEXP. ANC.expansion anchorEXP. BLT.expansion boltE.J. expansion jointEXT. exterior

FAB. fabricateFAS. fastenF.GL. fiber glassFIN. finishF.F. finish floorF.E. fire extinguisherF.E.C. f.e. cabinetF.H.C. fire hose cabinetF.H.R. fire hose rackFPRF fire proofingFLG. flashingF.H.S. flat head screwFL. floorF.D. floor drainFL.MTD. floor mountedFT. footFDN. foundationFUT. future

GALV. galvanizedGA. gaugeGL. glassGR. gradeGRAN. graniteGYP. gypsum drywallGYP.PL. gypsum plasterGWB gypsum wall board

HDW. hardwareHD. headHGT. heightH.PT. high pointH.C. hollow coreH.M. hollow metalH.B. hose bib

IN inchINCL. includeINSUL. insulationINT. interior

J.C. janitor's closetJT. jointJST. joist

K.PL. kick plateK.O. knock out

LBL. labelL.B. lag boltLAM. laminateLAV. lavatoryLT. lightLT.WT. light weightL.W.C. light weight conc.LMS. limestoneL.F. linear feetLNTL. lintelLG. longLVR. louverL.PT. low point

MFR. manufactureMRB. marbleMAS. masonryM.O. masonry openingMAX. maximumMEMB. membraneMTL. metalMTL.DK. metal deckMTL.L. metal lathM. meterMEZZ. mezzanineMM. millimeterMLWK. millworkMIN. minimumMISC. miscellaneousMOD. moduleM.R. mop rackMLDG. mouldingMTG. mountingMULL mullion

NAT. naturalNOM. nominalN.I.C. not in contractN.T.S. not to scaleNO. number

O.C. on centerOPNG. openingOPP. oppositeO.D. outside diameter

PTD. paintedPR. pairPNL. panelP.B. particle boardPART. partitionPLAS. plasterPLAM. plastic laminatePT. point/ paintPOL. polishedPVC poly-vinyl chloridePRCST precastPROP propertyPC. privacy curtain

QTY. quantityQ.T. quarry tile

RAB. rabbetRAD. radiusREF. referenceREINF. reinforceREQD. requiredR.A. return airREV. reviseR.I.P. re-use if possibleR.O.W. right-of-wayR. riserR.D. roof drainRFG. roofingRM. roomR.O. rough openingRUB. rubber

SAF.GL. safety glassSCHED. scheduleSNT. sealantSECT. sectionSEP. separateSH. sheetS.C. solid coreSPCL. specialSPEC. specificationsSQ. squareS.S. stainless steelSTD. standardSTL. steelS.D. storm drainSTR. structuralSURF. surfaceSUSP. suspendedS.CLG. suspended ceiling

TEL. telephoneTERR. terrazzoTHK. thickT.O.C. top of curbT.O.S. top of slabT. treadTYP. typical

U.C. undercutUR. urinalUNO unless noted otherwise

V.B. vapor barrierVAR. variesVERT. verticalV.W.C. vinyl wall coveringV.A.T. vinyl asbestos tile

W.T.W. wall to wallW.H. wall hungW.C. water closetW.P. water proofingWIN. windowW.W.F. welded wire fabricWD. woodW.P. work pointW/O withoutW/ with

YD. yard

ARCHITECTURAL

CORNERSTONE ARCHITECTS23 WEST BROAD STREET, SUITE 200

RICHMOND, VIRGINIA 23220www.csarch.com

P: 804.353.3051

CONTACT: CHARLES SELDEN,JOHANNA HUDDLE

EMAIL: [email protected],[email protected]

OWNER/ DEVELOPER

RICHMOND BEHAVIORALHEALTH AUTHORITY

107 SOUTH 5TH STREETRICHMOND, VA 23219

www.rbha.org

P: 804.343.7647

CONTACT: MADRIKA MARTINEMAIL: [email protected]

GENERAL CONTRACTOR

TBD

MEP ENGINEER

DESIGN/BUILD

CORRELATION AND INTENTCORRELATION AND INTENT OF THE CONTRACT DOCUMENTS: THEINTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMSNECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THEWORK BY THE CONTRACTOR. THE CONTRACT DOCUMENTS ARECOMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE ASBINDING AS IF REQUIRED BY ALL; PERFORMANCE BY THE CONTRACTORSHALL BE REQUIRED ONLY TO THE EXTENT CONSISTENT WITH THECONTRACT DOCUMENTS AND REASONABLY INFERABLE FROM THEM ASBEING NECESSARY TO PRODUCE THE INDICATED RESULTS. BYSUBMITTING A BID, THE CONTRACTOR ACKNOWLEDGES THERESPONSIBILITY FOR MANAGING, DIRECTING, AND COORDINATING THEWORK OF ALL TRADES AND WILL PROVIDE COORDINATION AND ORSHOP DRAWINGS TO CONFIRM AND MAINTAIN CONSISTENCY WITH THEDESIGN INTENT. THE CONTRACTOR SHALL NOT TAKE ADVANTAGE OFANY APPARENT ERROR OR OMISSION IN THE PLANS ORSPECIFICATIONS OR OF ANY DISCREPANCY BETWEEN THE PLANS ORSPECIFICATIONS.

DESIGN BUILD MECAHNICAL,ELECTRICAL AND PLUMBING

CONSULTANTS

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SHEET TITLE



A-002

01539.09

RKM

ICC/ANSI ACCESSIBILITYGUIDELINES







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Y18" MIN, 24" PREFERRED

X 24" MIN

X

Y 4

8" M

IN48

" MIN

X

30" MIN

48" M

IN

NOT TO EXCEED FOUNTAIN DEPTH

36" M

AX

27" M

IN

9" M

IN

8" MIN

17" MIN

6" MIN

16"-18"42" MIN

60" MIN

56" M

IN

36" MIN12" MIN

24" MIN

12" M

AX42

" MIN

54" M

IN

39" -

41"

33"-

36"

17"-

19"

39"-

41"

18"

15" M

IN

1 1/

2" M

IN

7"-9"

33"-

36"

17" MIN

30" M

IN

34" M

AX

38" M

AX

27" M

IN

9" M

IN

48" MIN

18"

30" M

IN

48" MIN

17" M

AX

30" MIN

Y 42

" MIN

22" MIN. X

Y 42

" MIN

.*

60" M

IN

24" MIN

3'-4

" MAX

.

48" M

AX.

4'-0

" MAX

.

40" M

AX.

PER

SC

HED

.

PER SCHED.

1'-1

1"

2'-4

"

PER SCHED.

10"

PER

SC

HED

.

PULL SIDE

HINGE SIDE APPROACH - PULL SIDENOTE:X = 36" MIN. IF Y = 60"X = 42" MIN IF Y = 54"

PULL SIDE

FRONT APPROACH - PULL SIDE

PULL SIDE

LATCH SIDE APPROACH - PULL SIDENOTE: Y = 54" IF DOOR HAS CLOSER

PUSH SIDE

FRONT APPROACH - PUSH SIDENOTE: X = 12" MIN IF DOOR HAS BOTHA CLOSER AND LATCH

ACCESSIBLE DOOR CLEARANCES ACCESSIBLE W.C. CLEARANCES

CLEAR FLOOR SPACE

FREE STANDING FOUNTAIN OR COOLER

SPO

UT

HEI

GH

T

SPOUT HEIGHT AND KNEE CLEARANCE GRAB BARS

GRAB BARS

CL

ADA URINAL

CLEAR FLOOR SPACE

LAVATORY CLEARANCES

CL

ACCESSIBLE LAVATORY

CLEAR FLOOR SPACE AT URINAL

ELEVATION AT URINAL

PUSH SIDE

LATCH SIDE APPROACH - PUSH SIDENOTE: Y = 48" MIN IF DOOR HAS BOTHA CLOSER AND LATCH

ACCESSIBLE DRINKING FOUNTAIN

THIS DOCUMENT ILLUSTRATES PROPER DOORAND FIXTURE CLEARANCES BASED ONAPPROACH, OFFSETS AND MOUNTING HEIGHTSTHAT ARE REQUIRED TO MEET ICC/ ANSI A117.1-2010 AMERICAN NATIONAL STANDARD ONACCESSIBLE AND USABLE BUILDINGS ANDFACILITIES. THE GENERAL CONTRACTOR SHALLPROVIDE THE PROPER CLEARANCES, OFFSETSAND HEIGHTS AS DEFINED IN THIS DOCUMENTAND THE REFERENCED STANDARD. SITUATIONSTHAT ARE SIMILAR BUT NOT IDENTICAL TOTHESE TYPICAL DETAILS DESCRIBED ABOVESHALL MEET THE MOST RESTRICTIVE SIMILARREQUIREMENTS AS DESCRIBED.

SWINGING DOOR

PUSH SIDE

HINGE SIDE APPROACH - PUSH SIDENOTE: X = 12" MIN IF BOTH CLOSER AND LATCH ARE PROVIDED* NOTE: Y = 48" MIN IF DOOR HAS BOTH A CLOSER AND LATCH

ACCESSORY MOUNTING HEIGHTS

FLOORSOAP

DISPENSERWALL MOUNTED

MIRROR

FLOORPAPER TOWELDISPENSER/DISPOSAL

COAT HOOK

TOILETPAPER

DISPENSERTALL MIRROR

CONSULTANTS

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A-003

01539.09

RKM

PROJECTSPECIFICATIONS (1 OF 5)







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SECTION 00 70 00 – GENERAL CONDITIONS A. PERFORM CONTRACT IN ACCORDANCE WITH REQUIREMENTS AND PROCEDURES

STIPULATED IN THE AIA DOCUMENT A201, 1997 EDITION GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION.

B. PERFORM WORK IN ACCORDANCE WITH APPLICABLE LOCAL CODES, ORDINANCES, AND REGULATIONS.

C. HEALTHCARE FACILITIES REQUIREMENTS: 1. ALL CONSTRUCTION ACTIVITIES SHALL CONFORM TO THE OWNER’S

REQUIREMENTS FOR A. INFECTION CONTROL AND RISK ASSESSMENT POLICIES (ICRA) B. CONSTRUCTION AND SAFETY POLICIES C. COPIES OF THE ABOVE ARE AVAILABLE FROM THE OWNER

SECTION 01 00 00 – GENERAL REQUIREMENTS

1.1 GENERAL INTENTION: A. CONTRACTOR SHALL INVESTIGATE JOB SITE TO COMPARE CONTRACT DOCUMENTS

AND EXISTING CONDITIONS. INCLUDE COST FOR ALL WORK DESCRIBED AND OTHERWISE REQUIRED TO FULFILL THE INTENT OF THE CONTRACT DOCUMENTS AND REQUIRED OR IMPLIED BY EXISTING CONDITIONS. NOTIFY OWNER OF ANY CONFLICTS BETWEEN EXISTING 'CONDITIONS AND NEW WORK, OMISSIONS OR CONFLICTS IN THE DRAWINGS AND ANY RESTRICTIONS RELATED TO THE EXECUTION OF THE WORK. IN THE CASE OF CONFLICTS BETWEEN DRAWINGS, OR NOTES AND DRAWINGS, IT SHALL BE ASSUMED THE STRICTEST CONDITION OR REQUIREMENT HAS BEEN INCLUDED IN THE COST AND SCOPE OF THE WORK.

1.2 STATEMENT OF BID ITEM(S): A. BASE BID: BASE BID SHALL INCLUDE ALL WORK INDICATED IN THE CONTRACT

DOCUMENTS UNLESS SPECIFIED AS N.I.C., OR AS SHOWN AS AN ALTERNATE. WORK INCLUDES OBTAINING ALL PERMITS, GENERAL CONSTRUCTION, MECHANICAL, ELECTRICAL AND PLUMBING WORK, AND NECESSARY REMOVAL OF EXISTING MATERIALS AND CONSTRUCTION AND CERTAIN OTHER ITEMS.

1.3 TEMPORARY FACILITIES AND CONTROLS A. PRIOR TO SUBMITTING PROPOSAL FOR THE WORK, CONFIRM AVAILABILITY OF

OWNER PROVIDED UTILITY SERVICES DESCRIBED IN SECTION 01 50 00 AND COMPLY WITH APPLICABLE REQUIREMENTS DESCRIBED THEREIN, INCLUDING PROVIDING OF TEMPORARY FACILITIES AS NECESSARY TO COMPLETE THE WORK

1.4 FIRE SAFETY PRECAUTIONS: A. TEMPORARY CONSTRUCTION PARTITIONS OF NONCOMBUSTIBLE MATERIALS SHALL

BE INSTALLED AS REQUIRED TO PROVIDE A SMOKE TIGHT SEPARATION BETWEEN AREAS THAT ARE DESCRIBED IN PHASING REQUIREMENTS AND ADJOINING AREAS THAT ARE OCCUPIED.

B. EXITS FOR OCCUPIED AREAS OF A BUILDING INCLUDING ROOMS, SUITES, CORRIDORS AND FLOORS SHALL NOT BE BLOCKED BY THE CONSTRUCTION OR BY CONSTRUCTION MATERIALS. EXITS MAY BE BLOCKED TEMPORARILY IF IT IS UNAVOIDABLE AND ADEQUATE ALTERNATE MEASURES ARE PROVIDED SUCH AS SIGNAGE.

C. EXISTING FIRE PROTECTION SYSTEMS INCLUDING FIRE ALARM SYSTEMS, SMOKE DETECTION SYSTEMS, AND SPRINKLER SYSTEMS SHALL NOT BE IMPAIRED DURING CONSTRUCTION EXCEPT FOR DEVICES IN THE IMMEDIATE CONSTRUCTION AREA.

D. AT THE END OF EACH WORK DAY, COMBUSTIBLE PACKAGING AND CRATING MATERIALS FOR BUILDING PRODUCTS AND EQUIPMENT TO BE INSTALLED SHALL BE REMOVED.

E. THE NECESSARY NUMBER AND APPROPRIATE TYPE OF PORTABLE FIRE EXTINGUISHERS PER NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARD NOS. 10-1998 AND 241-1989 SHALL BE PROVIDED FOR ALL CONSTRUCTION AREAS.

F. AS REQUIRED BY THE JOINT COMMISSION ON ACCREDITATION OF HEALTHCARE ORGANIZATIONS, SMOKING SHALL BE PROHIBITED INSIDE THE BUILDING.

G. INSTALLATION OF SPRINKLER SYSTEMS, STANDPIPE SYSTEMS, FIRE HYDRANTS, AND FIRE ALARM SYSTEMS, SHALL BE GIVEN PRIORITY AND PLACED INTO SERVICE AS SOON AS PRACTICAL.

H. MAINTAIN CONSTRUCTION SITE TO PERMIT ACCESS OF FIRE DEPARTMENT PERSONNEL. CLEAR BUILDING CONSTRUCTION AREAS OF UNNECESSARY OBSTRUCTIONS SO THAT ALL PORTIONS ARE ACCESSIBLE FOR FIRE DEPARTMENT APPARATUS AND PERMIT EMERGENCY EGRESS OF CONSTRUCTION AND OTHER PERSONNEL.

I. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN BY THE CONTRACTOR TO PREVENT ACCIDENTAL OPERATION OF ANY EXISTING SMOKE DETECTORS BY MINIMIZING THE AMOUNT OF DUST GENERATED IN THE VICINITY OF ANY SMOKE DETECTORS.

J. ALL CONSTRUCTION ACTIVITIES NOT ALREADY COVERED ABOVE SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA NO. 241-1989 STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, IN EFFECT AT TIME OF CONTRACT AWARD.

1.5 OPERATIONS AND STORAGE AREAS A. PHASING: WORK SHALL BE PHASED SO AS TO MINIMIZE INTERFERENCE OF

ADJOINING OPERATIONS, WHICH ARE TO REMAIN IN SERVICE DURING CONSTRUCTION.

B. OTHER BUILDING AREAS WILL BE OCCUPIED DURING THE PERFORMANCE OF WORK.

C. CONTRACTOR SHALL TAKE ALL MEASURES AND PROVIDE ALL MATERIAL NECESSARY FOR PROTECTING EXISTING EQUIPMENT AND PROPERTY IN AFFECTED AREAS OF CONSTRUCTION AGAINST DUST AND DEBRIS, SO THAT EQUIPMENT AND AFFECTED AREAS TO BE USED IN THE OPERATIONS WILL NOT BE HINDERED. COORDINATE ALTERATION WORK IN AREAS OCCUPIED SO THAT ALL OPERATIONS WILL CONTINUE DURING THE CONSTRUCTION PERIOD.

D. UTILITIES SERVICES: MAINTAIN EXISTING UTILITY SERVICES AT ALL TIMES. PROVIDE TEMPORARY FACILITIES, LABOR, MATERIALS, EQUIPMENT, CONNECTIONS, AND UTILITIES TO ASSURE UNINTERRUPTED SERVICES. WHERE NECESSARY TO CUT EXISTING WATER, STEAM, GASES, SEWER OR AIR PIPES, OR CONDUITS, WIRES, CABLES, ETC., OF UTILITY SERVICES OR OF FIRE PROTECTION SYSTEMS AND COMMUNICATIONS SYSTEMS (INCLUDING TELEPHONE), THEY SHALL BE CUT AND CAPPED AT SUITABLE PLACES WHERE SHOWN; OR, IN ABSENCE OF SUCH INDICATION, WHERE DIRECTED BY OWNER. 1. NO UTILITY SERVICE SUCH AS WATER, GAS, STEAM, SEWERS OR

ELECTRICITY, OR FIRE PROTECTION SYSTEMS AND COMMUNICATIONS SYSTEMS MAY BE INTERRUPTED WITHOUT PRIOR APPROVAL OF THE BUILDING MANAGER.

1.6 ALTERATIONS A. SURVEY: BEFORE ANY WORK IS STARTED, THE CONTRACTOR SHALL MAKE A

THOROUGH SURVEY OF AREAS OF BUILDINGS IN WHICH ALTERATIONS OCCUR AND AREAS WHICH ARE ANTICIPATED ROUTES OF ACCESS. THE CONTRACTOR SHALL: 1. NOTE ANY DISCREPANCIES BETWEEN DRAWINGS AND EXISTING

CONDITIONS AT SITE 2. DESIGNATE AREAS FOR WORK SPACE, MATERIALS STORAGE AND

ROUTES OF ACCESS TO AREAS WITHIN BUILDINGS WHERE ALTERATIONS OCCUR AND WHICH HAVE BEEN AGREED UPON BY CONTRACTOR AND OWNER.

B. PROTECTION: PROVIDE THE FOLLOWING PROTECTIVE MEASURES: 1. MATERIALS, EQUIPMENT AND PROCEDURES TO CONTAIN AND PREVENT

THE SPREAD OF DUST. 2. TEMPORARILY CLOSE OFF ALL AIR RETURNS FROM THE CONSTRUCTION

AREA. 3. CONSTRUCT NON-COMBUSTIBLE TEMPORARY PARTITIONS TO SEPARATE

CONSTRUCTION AREAS FROM ADJACENT OCCUPIED AREAS. 4. PROTECT FINISHES IN OCCUPIED AREAS, ELEVATORS, LOBBY, ETC.

1.7 PROECTION OF EXISTING STRUCTURES, EQUIPMENT, UTILITIES AND IMPROVEMENTS

A. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL STRUCTURES AND EQUIPMENT ON OR ADJACENT TO THE WORK SITE, WHICH ARE NOT TO BE REMOVED AND WHICH DO NOT UNREASONABLY INTERFERE WITH THE WORK REQUIRED UNDER THIS CONTRACT.

B. THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS AND UTILITIES AT OR NEAR THE WORK SITE AND ON ADJACENT PROPERTY OF A THIRD PARTY., THE LOCATIONS OF WHICH ARE MADE KNOWN TO OR SHOULD BE MADE KNOWN BY THE CONTRACTOR. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THOSE FACILITIES, INCLUDING THOSE THAT ARE THE PROPERTY OF A THIRD PARTY, RESULTING FROM FAILURE TO COMPLY WITH THE REQUIREMENTS OF THIS CONTRACT OR FAILURE TO EXERCISE REASONABLE CARE IN PERFORMING THE WORK. IF THE CONTRACTOR FAILS OR REFUSES TO REPAIR THE DAMAGE PROMPTLY, THE OWNER MAY HAVE THE NECESSARY WORK PERFORMED AND CHARGE THE COST TO THE CONTRACTOR.

1.8 KEYS A. THE PROJECT SUPERINTENDENT MAY BE ISSUED A MAXIMUM OF ONE (1) KEY FOR

ACCESS TO THE ANY MECHANICAL/ ELECTRICAL SERVICE BAY(S), ROOMS, AND ANY INTERSTITIAL SPACES. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF THE KEY DURING THE CONTRACT PERIOD AND MUST RETURN THE KEY PRIOR TO FINAL SETTLEMENT. A CHARGE OF ONE HUNDRED DOLLARS ($100.00) WILL BE ASSESSED FOR THE LOST OR UNRETURNED KEY. FINAL SETTLEMENT WILL BE ADJUSTED ACCORDINGLY.

1.9 WARRANTY OF CONSTRUCTION A. IN ADDITION TO ANY OTHER WARRANTIES IN THIS CONTRACT, THE CONTRACTOR

WARRANTS, EXCEPT AS NOTED, THAT WORK PERFORMED UNDER THIS CONTRACT CONFORMS TO THE CONTRACT REQUIREMENTS AND IS FREE OF ANY DEFECT IN EQUIPMENT, MATERIAL, OR DESIGN FURNISHED, OR WORKMANSHIP PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTOR OR SUPPLIER AT ANY TIER.

B. THIS WARRANTY SHALL CONTINUE FOR A PERIOD ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK. IF THE OWNER TAKES POSSESSION OF ANY PART OF THE WORK BEFORE THE FINAL ACCEPTANCE, THIS WARRANTY SHALL CONTINUE FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION.

C. THE CONTRACTOR SHALL REMEDY AT THE CONTRACTOR'S EXPENSE ANY FAILURE TO CONFORM, OR ANY DEFECT. IN ADDITION, THE CONTRACTOR SHALL REMEDY AT THE CONTRACTOR'S EXPENSE ANY DAMAGE TO OWNER OWNED OR CONTROLLED REAL OR PERSONAL PROPERTY, WHEN THAT DAMAGE IS THE RESULT OF: 1. THE CONTRACTOR'S FAILURE TO CONFORM TO CONTRACT

REQUIREMENTS; OR 2. ANY DEFECT OF EQUIPMENT, MATERIAL, WORKMANSHIP, OR DESIGN

FURNISHED. SECTION 01 40 00 – WORK RESTRICTIONS

1.1 WORK RESTRICTIONS A. 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 FOLLOWS: 1. IF OWNER MAY OCCUPIES PREMISES DURING CONSTRUCTION, PERFORM

CONSTRUCTION AT TIMES INDICATED IN THE BIDDING DOCUMENTS COOPERATE WITH OWNER TO MINIMIZE CONFLICTS AND FACILITATE OWNER USAGE. DO NOT INTERFERE WITH OWNER’S OPERATIONS. CLEAN UP WORK AREAS AND RETURN TO USABLE CONDITION AT THE END OF EACH WORK PERIOD.

B. PARTIAL OWNER OCCUPANCY: OWNER RESERVES RIGHT TO OCCUPY AND TO PLACE AND INSTALL EQUIPMENT IN COMPLETED AREAS OF BUILDING PRIOR TO SUBSTANTIAL COMPLETION. PLACING EQUIPMENT AND PARTIAL OCCUPANCY DO NOT CONSTITUTE ACCEPTANCE OF WORK. 1. OBTAIN A CERTIFICATE OF SUBSTANTIAL COMPLETION FOR EACH

PORTION OF WORK PRIOR TO OWNER OCCUPANCY. 2. OBTAIN A CERTIFICATE OF OCCUPANCY FROM BUILDING OFFICIALS PRIOR

TO OWNER OCCUPANCY. 3. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE OPERATIONAL AND

REQUIRED INSPECTIONS AND TESTS COMPLETED PRIOR TO PARTIAL OWNER OCCUPANCY. UPON OCCUPANCY, OWNER WILL OPERATE AND MAINTAIN SYSTEMS SERVING OCCUPIED PORTIONS OF BUILDING.

4. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE AND CUSTODIAL SERVICE FOR OCCUPIED PORTIONS OF BUILDING.

C. NONSMOKING BUILDING: SMOKING IS NOT PERMITTED WITHIN THE BUILDING OR WITHIN 25 FEET (8 M) OF ENTRANCES, OPERABLE WINDOWS, OR OUTDOOR-AIR INTAKES.

SECTION 01 20 00 - PRICE AND PAYMENT PROCEDURES

1.1 CONTRACT MODIFICATION PROCEDURES A. OWNER-INITIATED PROPOSAL REQUESTS: ARCHITECT WILL ISSUE A DETAILED

DESCRIPTION OF PROPOSED CHANGES IN THE WORK. 1. WITHIN 7 AFTER RECEIPT OF PROPOSAL REQUEST, SUBMIT A

QUOTATION ESTIMATING COST ADJUSTMENTS TO THE CONTRACT SUM AND THE CONTRACT TIME.

B. 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.

C. ON OWNER'S APPROVAL OF A PROPOSAL REQUEST, ARCHITECT WILL ISSUE A CHANGE ORDER FOR SIGNATURES OF OWNER AND CONTRACTOR ON AIA DOCUMENT G701, FOR ALL CHANGES TO THE CONTRACT SUM OR THE CONTRACT TIME.

D. 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 SUBSEQUENT INCLUSION 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.

E. DOCUMENTATION: MAINTAIN DETAILED RECORDS ON A TIME AND MATERIAL BASIS OF WORK REQUIRED BY THE CONSTRUCTION CHANGE DIRECTIVE. AFTER COMPLETION OF CHANGE, SUBMIT AN ITEMIZED ACCOUNT AND SUPPORTING DATA NECESSARY TO SUBSTANTIATE COST AND TIME ADJUSTMENTS TO THE CONTRACT.

1.2 PAYMENT PROCEDURES A. 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 WITH CONTRACTOR'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 THE WORK.

B. APPLICATION FOR PAYMENT FORMS: USE AIA DOCUMENT G702 AND AIA DOCUMENT G703 AS FORM FOR APPLICATIONS FOR PAYMENT.

C. SUBMIT EACH APPLICATION FOR PAYMENT ACCORDING TO THE 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 HAVE BEEN SETTLED.

B. INCLUDE CONSENT OF SURETY TO FINAL PAYMENT ON AIA DOCUMENT G707.

C. SUBMIT FINAL METER READINGS FOR UTILITIES, A RECORD OF STORED FUEL, AND SIMILAR DATA AS OF THE DATE OF SUBSTANTIAL COMPLETION OR WHEN OWNER TOOK POSSESSION OF AND ASSUMED RESPONSIBILITY FOR CORRESPONDING ELEMENTS OF THE WORK.

SECTION 01 30 00 - ADMINISTRATIVE REQUIREMENTS

1.1 ALTERATIONS PROJECT PROCEDURES A. EXISTING FACILITIES SHALL REMAIN IN FULL OPERATION DURING CONSTRUCTION

WORK. MAINTAIN ACCESS TO BUILDING AT ALL TIMES. PREVENT INTERRUPTION IN UTILITIES OR SERVICES.

B. DO NOT BLOCK REQUIRED FIRE EXITS. KEEP ENTRANCES OPEN, CLEAN AND NEAT. C. DO NOT DISCONNECT EXISTING UTILITIES UNTIL NEW ONES HAVE BEEN INSTALLED.

GIVE WRITTEN NOTICE TO OWNER PRIOR TO INTERRUPTION OF EXISTING FUNCTIONING UTILITY.

D. PROVIDE PROTECTION AS REQUIRED FOR PUBLIC, AND OWNER'S PERSONNEL. CONDUCT OPERATIONS TO INSURE LEAST INCONVENIENCE TO EMPLOYEES AND GENERAL PUBLIC.

E. MAINTAIN PRESENT ROOFS AND WALLS IN WATERPROOF CONDITION. SEAL OPENINGS AND EXPOSED PORTIONS OF CONSTRUCTION, WATERTIGHT UNTIL NEW WORK IS IN PLACE.

F. INSTALL TEMPORARY DUST TIGHT NON-COMBUSTIBLE PARTITIONS. ERECT AT ALL PLACES WHERE NECESSARY TO PROTECT EXISTING FACILITIES FROM WEATHER AND DUST. PROVIDE ACCESS DOORS AS REQUIRED.

G. MAINTAIN EXISTING FIRE PROTECTION PROVISIONS

1.2 PROJECT MANAGEMENT AND COORDINATION A. COORDINATE CONSTRUCTION OPERATIONS INCLUDED IN DIFFERENT SECTIONS OF

THE SPECIFICATIONS TO ENSURE EFFICIENT AND ORDERLY INSTALLATION OF EACH 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 CSI FORM 13.2A.

C. SCHEDULE AND CONDUCT PROGRESS MEETINGS AT PROJECT SITE AT REGULAR INTERVALS. 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.

1.3 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 OTHER THAN CONTRACTOR.

B. PROCESSING TIME: ALLOW TIME FOR SUBMITTAL REVIEW, INCLUDING TIME FOR RESUBMITTALS, AS FOLLOWS. TIME FOR REVIEW SHALL COMMENCE ON ARCHITECT'S RECEIPT OF SUBMITTAL. 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. 1. INITIAL REVIEW: ALLOW 15 DAYS FOR INITIAL REVIEW OF EACH

SUBMITTAL. ALLOW ADDITIONAL TIME IF COORDINATION WITH SUBSEQUENT SUBMITTALS IS REQUIRED. ARCHITECT WILL ADVISE CONTRACTOR WHEN A SUBMITTAL BEING PROCESSED MUST BE DELAYED FOR COORDINATION.

2. INTERMEDIATE REVIEW: IF INTERMEDIATE SUBMITTAL IS NECESSARY, PROCESS IT IN SAME MANNER AS INITIAL SUBMITTAL.

3. RESUBMITTAL REVIEW: ALLOW 15 DAYS FOR REVIEW OF EACH RESUBMITTAL.

C. SUBMITTAL FORMAT: CONTRACTOR MAY CHOOSE PAPER OR ELECTRONIC SUBMITTALSBUT MUST USE ONLY ONE FORMAT FOR THE DURATION OF THE PROJECT

D. PAPER SUBMITTALS: PLACE A PERMANENT LABEL OR TITLE BLOCK ON EACH SUBMITTAL FOR IDENTIFICATION. PROVIDE A SPACE APPROXIMATELY 6 BY 8 INCHES (150 BY 200 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. TRANSMITTAL FORM FOR ELECTRONIC SUBMITTALS: USE CSI FORM 12.1A,

CONTAINING THE FOLLOWING INFORMATION: A. PROJECT NAME. B. DATE. C. NAME AND ADDRESS OF CONTRACTOR. D. NAME AND ADDRESS OF SUBCONTRACTOR OR SUPPLIER. E. NUMBER AND TITLE OF APPROPRIATE SPECIFICATION SECTION.

E. IDENTIFY DEVIATIONS FROM THE CONTRACT DOCUMENTS ON SUBMITTALS. F. ELECTRONIC SUBMITTALS: IDENTIFY AND INCORPORATE INFORMATION IN EACH

ELECTRONIC SUBMITTAL FILE AS FOLLOWS: 1. ASSEMBLE COMPLETE SUBMITTAL PACKAGE INTO A SINGLE

BOOKMARKED FILE INCORPORATING SUBMITTAL REQUIREMENTS OF A SINGLE SPECIFICATION SECTION AND TRANSMITTAL FORM WITH LINKS ENABLING NAVIGATION TO EACH ITEM.

2. NAME FILE WITH SUBMITTAL NUMBER OR OTHER UNIQUE IDENTIFIER, INCLUDING REVISION IDENTIFIER. A. FILE NAME SHALL USE PROJECT IDENTIFIER AND SPECIFICATION

SECTION NUMBER FOLLOWED BY A DECIMAL POINT AND THEN A SEQUENTIAL NUMBER (E.G., LNHS-061000.01). RESUBMITTALS SHALL INCLUDE AN ALPHABETIC SUFFIX AFTER ANOTHER DECIMAL POINT (E.G., LNHS-061000.01.A).

3. PROVIDE MEANS FOR INSERTION TO PERMANENTLY RECORD CONTRACTOR'S REVIEW AND APPROVAL MARKINGS AND ACTION TAKEN BY ARCHITECT.

4. CONTRACTOR’S COMMENTS OR QUESTIONS SHALL BE INSERTED INTO FILE IN A MANNER THAT ALLOWS PRINTING OF SAME WITHIN THE PAGE BOUNDARIES OF THE DOCUMENT.

5. TRANSMITTAL FORM FOR ELECTRONIC SUBMITTALS: USE ELECTRONIC FORM ACCEPTABLE TO ARCHITECT, CONTAINING THE FOLLOWING INFORMATION: A. PROJECT NAME. B. DATE. C. NAME OF CONTRACTOR. D. NAMES OF SUBCONTRACTOR, MANUFACTURER, AND SUPPLIER. E. SPECIFICATION SECTION NUMBER AND TITLE.

6. METADATA: INCLUDE THE FOLLOWING INFORMATION AS KEYWORDS IN THE ELECTRONIC SUBMITTAL FILE METADATA: A. PROJECT NAME. B. NUMBER AND TITLE OF APPROPRIATE SPECIFICATION SECTION. C. MANUFACTURER NAME. D. PRODUCT NAME.

G. OPTIONS: IDENTIFY OPTIONS REQUIRING SELECTION BY ARCHITECT. H. RESUBMITTALS: MAKE RESUBMITTALS IN SAME FORM AND NUMBER OF COPIES AS

INITIAL SUBMITTAL. 1. NOTE DATE AND CONTENT OF PREVIOUS SUBMITTAL. 2. NOTE DATE AND CONTENT OF REVISION IN LABEL OR TITLE BLOCK AND

CLEARLY INDICATE EXTENT OF REVISION. 3. RESUBMIT SUBMITTALS UNTIL THEY ARE MARKED WITH APPROVAL

NOTATION FROM ARCHITECT'S ACTION STAMP. I. CONTRACTOR'S CONSTRUCTION SCHEDULE SUBMITTAL PROCEDURE: SUBMIT TWO

COPIES OF SCHEDULE WITHIN 10 DAYS AFTER DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK.

1.4 GENERAL A. SUBMIT ELECTRONIC SUBMITTALS VIA EMAIL AS PDF ELECTRONIC FILES.

1.5 ACTION SUBMITTALS A. 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 REPRODUCTIONS OF THE CONTRACT DOCUMENTS OR STANDARD PRINTED DATA, UNLESS SUBMITTAL BASED ON ARCHITECT'S DIGITAL DATA DRAWING FILES IS OTHERWISE PERMITTED. SUBMIT ON SHEETS AT LEAST 8-1/2 BY 11 INCHES (215 BY 280 MM) BUT NO LARGER THAN 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, AND TEXTURE 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.

1.6 INFORMATIONAL SUBMITTALS A. QUALIFICATION DATA: INCLUDE LISTS OF COMPLETED PROJECTS WITH PROJECT

NAMES 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.

1.7 CONTRACTOR'S CONSTRUCTION SCHEDULE A. GANTT-CHART SCHEDULE: SUBMIT A COMPREHENSIVE, FULLY DEVELOPED,

HORIZONTAL GANTT-CHART-TYPE SCHEDULE WITHIN 30 DAYS OF DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK.

B. PREPARATION: INDICATE EACH SIGNIFICANT CONSTRUCTION ACTIVITY SEPARATELY. IDENTIFY FIRST WORKDAY OF EACH WEEK WITH A CONTINUOUS VERTICAL LINE.

1.8 SUBMITTAL REVIEW A. 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 STAMP BEFORE SUBMITTING TO ARCHITECT.

B. ARCHITECT WILL NOT REVIEW SUBMITTALS THAT DO NOT BEAR CONTRACTOR'S APPROVAL STAMP AND WILL RETURN THEM WITHOUT ACTION.

C. ARCHITECT WILL REVIEW EACH ACTION SUBMITTAL, MAKE MARKS TO INDICATE CORRECTIONS OR MODIFICATIONS REQUIRED, WILL STAMP EACH SUBMITTAL WITH AN ACTION STAMP AND WILL MARK STAMP APPROPRIATELY TO INDICATE ACTION.

D. SUBMITTALS NOT REQUIRED BY THE CONTRACT DOCUMENTS MAY NOT BE REVIEWED AND MAY BE DISCARDED.

E. PROJECT CLOSEOUT AND MAINTENANCE MATERIAL SUBMITTALS: SEE REQUIREMENTS IN SECTION 017700 "EXECUTION AND CLOSEOUT REQUIREMENTS"

F. APPROVAL STAMP: STAMP EACH SUBMITTAL WITH A UNIFORM, APPROVAL STAMP. INCLUDE PROJECT NAME AND LOCATION, SUBMITTAL NUMBER, SPECIFICATION SECTION TITLE AND NUMBER, NAME OF REVIEWER, DATE OF CONTRACTOR'S APPROVAL, AND STATEMENT CERTIFYING THAT SUBMITTAL HAS BEEN REVIEWED, CHECKED, AND APPROVED FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS.

G. INCOMPLETE SUBMITTALS ARE UNACCEPTABLE, WILL BE CONSIDERED NONRESPONSIVE, AND WILL BE RETURNED FOR RESUBMITTAL WITHOUT REVIEW.

1.9 CONTRACTOR'S CONSTRUCTION SCHEDULE A. UPDATING: AT MONTHLY INTERVALS, UPDATE SCHEDULE TO REFLECT ACTUAL

CONSTRUCTION PROGRESS AND ACTIVITIES. ISSUE SCHEDULE ONE WEEK 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 01 50 00 - TEMPORARY FACILITIES AND CONTROLS

1.1 SECTION REQUIREMENTS A. USE CHARGES: INSTALLATION AND REMOVAL OF AND USE CHARGES FOR

TEMPORARY FACILITIES SHALL BE INCLUDED IN THE CONTRACT SUM UNLESS OTHERWISE INDICATED.

B. WATER AND ELECTRIC POWER: AVAILABLE FROM OWNER'S EXISTING SYSTEM WITHOUT METERING AND WITHOUT PAYMENT OF USE CHARGES. PROVIDE CONNECTIONS AND EXTENSIONS OF SERVICES AS REQUIRED FOR CONSTRUCTION OPERATIONS.

C. ELECTRIC SERVICE: COMPLY WITH NECA, NEMA, AND UL STANDARDS AND REGULATIONS FOR TEMPORARY ELECTRIC SERVICE. INSTALL SERVICE TO COMPLY WITH NFPA 70.

D. ACCESSIBLE TEMPORARY EGRESS: COMPLY WITH APPLICABLE PROVISIONS IN ICC/ANSI A117.1.

1.2 TEMPORARY FACILITIES A. PROVIDE FIELD OFFICES, STORAGE AND FABRICATION SHEDS, AND OTHER

SUPPORT FACILITIES AS NECESSARY FOR CONSTRUCTION OPERATIONS. STORE COMBUSTIBLE MATERIALS APART FROM BUILDING.

1.3 EQUIPMENT A. 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-GAS OR 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 HAVING JURISDICTION, 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 INSTALLATION A. 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: PROVIDE TEMPORARY TOILETS, WASH FACILITIES, AND DRINKING-WATER FIXTURES. COMPLY WITH REGULATIONS AND HEALTH CODES FOR TYPE, NUMBER, LOCATION, OPERATION, AND MAINTENANCE OF FIXTURES AND FACILITIES.

C. EXISTING SANITARY FACILITIES: WHEN USE OF OWNER'S EXISTING TOILET FACILITIES ARE PERMITTED, KEEP FACILITIES ARE CLEAN AND MAINTAINED IN A CONDITION ACCEPTABLE TO OWNER. AT SUBSTANTIAL COMPLETION, RESTORE THESE FACILITIES TO CONDITION EXISTING BEFORE INITIAL USE.

D. 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 BEING INSTALLED.

E. PROVIDE TEMPORARY LIGHTING WITH LOCAL SWITCHING THAT PROVIDES ADEQUATE ILLUMINATION FOR CONSTRUCTION OPERATIONS, OBSERVATIONS, INSPECTIONS, AND TRAFFIC CONDITIONS.

1.5 SUPPORT FACILITIES INSTALLATION A. WASTE DISPOSAL FACILITIES: PROVIDE WASTE-COLLECTION CONTAINERS IN SIZES

ADEQUATE TO HANDLE WASTE FROM CONSTRUCTION OPERATIONS. COMPLY WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.

B. USE OF OWNER'S EXISTING ELEVATORS WILL BE PERMITTED, PROVIDED ELEVATORS ARE CLEANED AND MAINTAINED IN A CONDITION ACCEPTABLE TO OWNER. PROVIDE PROTECTIVE COVERINGS, BARRIERS, DEVICES, SIGNS, OR OTHER PROCEDURES TO PROTECT ELEVATOR CAR AND ENTRANCE DOORS AND FRAME. AT SUBSTANTIAL COMPLETION, RESTORE ELEVATORS TO CONDITION EXISTING BEFORE INITIAL USE, INCLUDING REPLACING WORN CABLES, GUIDE SHOES, AND SIMILAR ITEMS OF LIMITED LIFE.

1.6 SECURITY AND PROTECTION FACILITIES INSTALLATION A. PROVIDE PROTECTION, OPERATE TEMPORARY FACILITIES, AND CONDUCT

CONSTRUCTION AS REQUIRED TO COMPLY WITH ENVIRONMENTAL REGULATIONS AND THAT MINIMIZE POSSIBLE AIR, WATERWAY, AND SUBSOIL CONTAMINATION OR POLLUTION OR OTHER UNDESIRABLE EFFECTS.

B. PROVIDE FLOOR-TO-CEILING DUSTPROOF PARTITIONS TO LIMIT DUST AND DIRT MIGRATION AND TO SEPARATE AREAS OCCUPIED BY OWNER AND TENANTS FROM FUMES AND NOISE.

C. INSTALL AND MAINTAIN TEMPORARY FIRE-PROTECTION FACILITIES. COMPLY WITH NFPA 241.

1.7 MOISTURE AND MOLD CONTROL A. DO NOT LOAD OR INSTALL DRYWALL OR POROUS MATERIALS INTO PARTIALLY

ENCLOSED BUILDING. B. DISCARD WATER-DAMAGED AND WET MATERIAL AND MATERIAL THAT BEGINS TO

GROW MOLD.

1.8 OPERATION, TERMINATION, AND REMOVAL A. 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.

SECTION 01 60 00 - PRODUCT REQUIREMENTS

1.1 SECTION REQUIREMENTS A. COMPARABLE PRODUCT REQUESTS:

1. SUBMIT REQUEST FOR CONSIDERATION OF EACH COMPARABLE PRODUCT. DO NOT SUBMIT UNAPPROVED PRODUCTS ON SHOP DRAWINGS OR OTHER SUBMITTALS. USE CSI FORM 13.1A

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.

B. BASIS-OF-DESIGN PRODUCT SPECIFICATION SUBMITTAL: SHOW COMPLIANCE WITH REQUIREMENTS.

C. COMPATIBILITY OF OPTIONS: IF CONTRACTOR IS GIVEN OPTION OF SELECTING BETWEEN TWO OR MORE PRODUCTS, SELECT PRODUCT COMPATIBLE WITH PRODUCTS PREVIOUSLY SELECTED.

1.2 PRODUCT SELECTION PROCEDURES A. 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 COMPLETE INSTALLATION 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 NAME A SINGLE PRODUCT, OR REFER TO A PRODUCT INDICATED ON DRAWINGS, AS THE "BASIS-OF-DESIGN," 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," PROVIDE A PRODUCT THAT COMPLIES WITH REQUIREMENTS AND MATCHES ARCHITECT'S SAMPLE. ARCHITECT'S DECISION WILL BE FINAL ON WHETHER A PROPOSED PRODUCT MATCHES.

SECTION 01 70 00 - EXECUTION REQUIREMENTS

1.1 EXAMINATION AND PREPARATION A. 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 HAVE BEEN 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.

1.2 CONSTRUCTION LAYOUT AND FIELD ENGINEERING A. BEFORE PROCEEDING TO LAY OUT THE WORK, VERIFY LAYOUT INFORMATION

SHOWN ON DRAWINGS, IN RELATION TO THE PROPERTY SURVEY AND EXISTING BENCHMARKS.

1.3 INSTALLATION A. LOCATE THE WORK AND COMPONENTS OF THE WORK ACCURATELY, IN CORRECT

ALIGNMENT AND ELEVATION, AS INDICATED. MAKE VERTICAL WORK PLUMB 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 100 INCHES (2540 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 FASTENERS OF ADEQUATE SIZE AND NUMBER TO SECURELY ANCHOR EACH COMPONENT IN PLACE. OBTAIN AND DISTRIBUTE TO THE PARTIES INVOLVED TEMPLATES FOR WORK SPECIFIED TO BE FACTORY PREPARED AND FIELD INSTALLED.

F. MOUNTING HEIGHTS: WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT AT HEIGHTS DIRECTED BY THE ARCHITECT.

G. SEPARATE INCOMPATIBLE MATERIALS WITH SUITABLE MATERIALS OR SPACING. 1. PREVENT CATHODIC EROSION.

H. AFTER INSTALLATION, ADJUST OPERATING COMPONENTS TO PROPER OPERATION.

1.4 CUTTING AND PATCHING A. PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT. DO NOT CUT STRUCTURAL

MEMBERS OR OPERATIONAL ELEMENTS WITHOUT PRIOR WRITTEN APPROVAL OF ARCHITECT.

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. PROVIDE MATERIALS AND COMPLY WITH INSTALLATION REQUIREMENTS SPECIFIED IN OTHER 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 SUBSTRATE AND APPLY PRIMER AND INTERMEDIATE PAINT COATS APPROPRIATE FOR SUBSTRATE OVER THE PATCH, AND APPLY FINAL PAINT COAT OVER ENTIRE UNBROKEN SURFACE CONTAINING THE PATCH. PROVIDE ADDITIONAL COATS UNTIL PATCH BLENDS WITH ADJACENT SURFACES.

3. RESTORE WORK WHICH HAS BEEN CUT OR REMOVED AND INSTALL NEW PRODUCTS TO PROVIDE COMPETED WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. HE SHALL REFINISH ENTIRE SURFACES AS NECESSARY TO PROVIDE AN EVEN FINISH TO MATCH ADJACENT FINISHES. FOR CONTINUOUS SURFACES, HE SHALL REFINISH TO THE NEAREST INTERSECTION AND FOR AN ASSEMBLY, HE SHALL REFINISH THE ENTIRE UNIT.

1.5 PROCEDURES FOR CORRECTION OF WORK A. THE FOLLOWING MUST BE REPLACED (REPAIR IS NOT ACCEPTABLE):

1. DAMAGED SURFACES EXPOSED TO VIEW, WHICH CANNOT BE REPAIRED WITHOUT VISIBLE EVIDENCE OF REPAIR.

2. COMPONENTS WHICH CANNOT BE REPAIRED TO PROPER OPERATING CONDITION.

3. CHIPPED AND BROKEN GLASS. 4. SCRATCHED TRANSPARENT MATERIALS. 5. SCRATCHED REFLECTIVE SURFACES.

B. REPAIR OR REPLACE: 1. COMPONENTS WHICH DO NOT OPERATE PROPERLY. 2. SURFACES EXPOSED TO VIEW WHICH CANNOT BE CLEANED TO

ORIGINAL CONDITION. 3. PERMANENT FACILITIES USED DURING CONSTRUCTION. 4. OTHER DEFECTIVE WORK.

C. ACCEPTABLE REPAIR METHODS: 1. REPLACING PARTS. 2. REFINISHING. 3. TOUCHING UP WITH MATCHING MATERIALS. 4. PROPER ADJUSTMENT OF EQUIPMENT.

D. WHEN IT IS NECESSARY TO DEVIATE FROM THE CONTRACT DOCUMENTS IN ORDER TO ACCOMPLISH CORRECTIVE ACTION, SUBMIT A FIELD CORRECTION REQUEST.

1.6 RESTORATION A. REMOVE, CUT, ALTER, REPLACE, PATCH, AND REPAIR EXISTING WORK AS

NECESSARY TO INSTALL NEW WORK. EXCEPT AS OTHERWISE SHOWN OR SPECIFIED, DO NOT CUT, ALTER OR REMOVE ANY STRUCTURAL WORK AND DO NOT DISTURB ANY DUCTS, PLUMBING, STEAM, GAS, OR ELECTRIC WORK WITHOUT APPROVAL. EXISTING WORK TO BE ALTERED OR EXTENDED AND THAT IS FOUND TO BE DEFECTIVE IN ANY WAY, SHALL BE REPORTED TO RDC BEFORE IT IS DISTURBED. MATERIALS AND WORKMANSHIP USED IN RESTORING WORK SHALL CONFORM IN TYPE AND QUALITY TO THAT OF ORIGINAL CONSTRUCTION, EXCEPT AS OTHERWISE SHOWN OR SPECIFIED.

B. UPON COMPLETION OF CONTRACT, DELIVER WORK COMPLETE AND UNDAMAGED. EXISTING WORK (WALLS, CEILINGS, PARTITIONS, FLOORS, MECHANICAL AND ELECTRICAL WORK, LAWNS PAVING, ROADS, WALKS, ETC.) DISTURBED OR REMOVED AS A RESULT OF PERFORMING REQUIRED NEW WORK, SHALL BE PATCHED, REPAIRED, REINSTALLED, OR REPLACED WITH NEW WORK, AND REFINISHED AND LEFT IN AS GOOD CONDITION AS EXISTED BEFORE COMMENCING WORK.

C. AT CONTRACTOR'S OWN EXPENSE, CONTRACTOR SHALL IMMEDIATELY RESTORE TO SERVICE AND REPAID ANY DAMAGE CAUSED BY CONTRACTOR'S WORKMEN TO EXISTING PIPES AND CONDUITS, WIRES, CABLES, ETC., OF UTILITY SERVICES OR OF FIRE PROTECTION SYSTEMS AND COMMUNICATIONS SYSTEMS (INCLUDING TELEPHONE) WHICH ARE INDICATED ON DRAWINGS AND WHICH ARE NOT SCHEDULED FOR DISCONTINUANCE OR ABANDONMENT.

SECTION 01 74 00 - CLEANING REQUIREMENTS

1.1 CLEANING A. 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. CONDUCT CLEANING AND WASTE-REMOVAL OPERATIONS TO COMPLY WITH LOCAL

LAWS AND ORDINANCES AND FEDERAL AND LOCAL ENVIRONMENTAL AND ANTIPOLLUTION REGULATIONS.

C. COMPLY WITH SAFETY STANDARDS FOR CLEANING. DO NOT BURN WASTE MATERIALS. DO NOT BURY DEBRIS OR EXCESS MATERIALS ON OWNER'S PROPERTY. DO NOT DISCHARGE VOLATILE, HARMFUL, OR DANGEROUS MATERIALS INTO DRAINAGE SYSTEMS. REMOVE WASTE MATERIALS FROM PROJECT SITE AND DISPOSE OF LAWFULLY.

1.2 FINAL CLEANING A. COMPLETE FINAL CLEANING OPERATIONS BEFORE REQUESTING INSPECTION FOR

CERTIFICATION OF SUBSTANTIAL COMPLETION: B. CLEANING: EMPLOY EXPERIENCED WORKERS OR PROFESSIONAL CLEANERS FOR

FINAL CLEANING. CLEAN EACH SURFACE OR UNIT TO CONDITION EXPECTED IN AN AVERAGE COMMERCIAL BUILDING CLEANING AND MAINTENANCE PROGRAM. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 1. COMPLETE THE FOLLOWING CLEANING OPERATIONS BEFORE

REQUESTING INSPECTION FOR CERTIFICATION OF SUBSTANTIAL COMPLETION FOR ENTIRE PROJECT OR FOR A PORTION OF PROJECT: A. CLEAN PROJECT SITE IN AREAS DISTURBED BY CONSTRUCTION

ACTIVITIES OF RUBBISH, WASTE MATERIAL, LITTER, AND OTHER FOREIGN SUBSTANCES.

B. REMOVE TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, AND SURPLUS MATERIAL FROM PROJECT SITE.

C. REMOVE DEBRIS AND SURFACE DUST FROM LIMITED ACCESS SPACES, INCLUDING ROOFS, PLENUMS, SHAFTS, TRENCHES, EQUIPMENT VAULTS, MANHOLES, ATTICS, AND SIMILAR SPACES.

D. SWEEP CONCRETE FLOORS BROOM CLEAN IN UNOCCUPIED SPACES.

E. VACUUM CARPET AND SIMILAR SOFT SURFACES, REMOVING DEBRIS AND EXCESS NAP; SHAMPOO IF VISIBLE SOIL OR STAINS REMAIN.

F. CLEAN TRANSPARENT MATERIALS, INCLUDING MIRRORS AND GLASS IN DOORS AND WINDOWS. REMOVE GLAZING COMPOUNDS AND OTHER NOTICEABLE, VISION-OBSCURING MATERIALS. REPLACE CHIPPED OR BROKEN GLASS AND OTHER DAMAGED TRANSPARENT MATERIALS. POLISH MIRRORS AND GLASS, TAKING CARE NOT TO SCRATCH SURFACES.

G. REMOVE LABELS THAT ARE NOT PERMANENT. H. TOUCH UP AND OTHERWISE REPAIR AND RESTORE MARRED,

EXPOSED FINISHES AND SURFACES. REPLACE FINISHES AND SURFACES THAT CANNOT BE SATISFACTORILY REPAIRED OR RESTORED OR THAT ALREADY SHOW EVIDENCE OF REPAIR OR RESTORATION.

I. DO NOT PAINT OVER "UL" AND SIMILAR LABELS, INCLUDING MECHANICAL AND ELECTRICAL NAMEPLATES.

J. REMOVE PROTECTIVE COVERINGS. K. REMOVE ALL SURPLUS MATERIALS WHICH ARE TO REMAIN

PROPERTY OF THE CONTRACTOR; OBTAIN THE OWNER'S INSTRUCTIONS AS TO DISPOSITION OF SURPLUS MATERIALS REMAINING ON SITE AND DELIVER, STORE, OR DISPOSE OF AS DIRECTED.

L. IN SPACES TO BE OCCUPIED, REMOVE DIRT, STAINS, AND OTHER FOREIGN SUBSTANCES FROM ALL ACCESSIBLE SURFACES AND REMOVE NONPERMANENT LABELS.

M. REMOVE PAINT AND OTHER COATINGS FROM PERMANENT LABELS AND FROM MECHANICAL AND ELECTRICAL EQUIPMENT NAMEPLATES.

N. WIPE SURFACES OF MECHANICAL AND ELECTRICAL EQUIPMENT, ELEVATOR EQUIPMENT, AND SIMILAR EQUIPMENT. REMOVE EXCESS LUBRICATION, PAINT AND MORTAR DROPPINGS, AND OTHER FOREIGN SUBSTANCES.

O. REPLACE PARTS SUBJECT TO UNUSUAL OPERATING CONDITIONS.

P. CLEAN PLUMBING FIXTURES TO A SANITARY CONDITION, FREE OF STAINS, INCLUDING STAINS RESULTING FROM WATER EXPOSURE.

Q. REPLACE DISPOSABLE AIR FILTERS AND CLEAN PERMANENT AIR FILTERS. CLEAN EXPOSED SURFACES OF DIFFUSERS, REGISTERS, AND GRILLS.

C. CLEAN LIGHT FIXTURES, LAMPS, GLOBES, AND REFLECTORS TO FUNCTION WITH FULL EFFICIENCY. REPLACE BURNED-OUT BULBS, AND THOSE NOTICEABLY DIMMED BY HOURS OF USE, AND DEFECTIVE AND NOISY STARTERS IN FLUORESCENT AND MERCURY VAPOR FIXTURES TO COMPLY WITH REQUIREMENTS FOR NEW FIXTURES.

D. DISPOSE OF DEBRIS IN A LAWFUL MANNER. 1. DO NOT DISPOSE OF VOLATILE WASTES IN STORM OR SANITARY

DRAINS. E. LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY.

SECTION 01 77 00 - CLOSEOUT REQUIREMENTS

1.1 CLOSEOUT SUBMITTALS A. 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 FRONT AND 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 PROCEDURES A. 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 IS NOT 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 INSPECTION OR 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 FOR ACCEPTANCE.

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. ON RECEIPT OF REQUEST, ARCHITECT WILL PROCEED WITH INSPECTION OR ADVISE CONTRACTOR OF UNFULFILLED REQUIREMENTS. ARCHITECT WILL PREPARE FINAL CERTIFICATE FOR PAYMENT AFTER INSPECTION OR WILL ADVISE CONTRACTOR OF ITEMS THAT MUST BE COMPLETED OR CORRECTED BEFORE CERTIFICATE WILL BE ISSUED.

1.3 DEMONSTRATION AND TRAINING A. 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 THE FOLLOWING: 1. INCLUDE INSTRUCTION FOR BASIS OF SYSTEM DESIGN AND OPERATIONAL

REQUIREMENTS, REVIEW OF DOCUMENTATION, EMERGENCY PROCEDURES, OPERATIONS, ADJUSTMENTS, TROUBLESHOOTING, MAINTENANCE, AND REPAIRS.

SECTION 02 41 19- SELECTIVE DEMOLITION

1.1 SECTION REQUIREMENTS A. COMPLY WITH EPA REGULATIONS AND HAULING AND DISPOSAL REGULATIONS OF

AUTHORITIES HAVING JURISDICTION. COMPLY WITH ANSI A10.6 AND NFPA 241. B. OWNER WILL OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO

SELECTIVE DEMOLITION AREA. CONDUCT SELECTIVE DEMOLITION SO OWNER'S OPERATIONS WILL NOT BE DISRUPTED.

C. IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE 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 DEMOLITION A. REQUIREMENTS FOR BUILDING REUSE:

1. MAINTAIN EXISTING BUILDING STRUCTURE (INCLUDING STRUCTURAL FLOOR AND ROOF DECKING) AND ENVELOPE (EXTERIOR SKIN AND FRAMING, EXCLUDING WINDOW ASSEMBLIES AND NONSTRUCTURAL ROOFING MATERIAL) NOT INDICATED TO BE DEMOLISHED; DO NOT DEMOLISH SUCH EXISTING CONSTRUCTION BEYOND INDICATED LIMITS.

2. MAINTAIN EXISTING INTERIOR NONSTRUCTURAL ELEMENTS (INTERIOR WALLS, DOORS, FLOOR COVERINGS, AND CEILING SYSTEMS) NOT INDICATED TO BE DEMOLISHED; DO NOT DEMOLISH SUCH EXISTING CONSTRUCTION BEYOND INDICATED LIMITS.

B. MAINTAIN SERVICES/SYSTEMS INDICATED TO REMAIN AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. BEFORE PROCEEDING WITH DEMOLITION, PROVIDE TEMPORARY SERVICES/SYSTEMS THAT 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 INDICATED UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE 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. PROTECT WALLS, CEILINGS, FLOORS, AND OTHER EXISTING FINISH WORK THAT ARE TO REMAIN. ERECT AND MAINTAIN DUSTPROOF PARTITIONS. COVER AND PROTECT FURNITURE, FURNISHINGS, AND EQUIPMENT THAT HAVE NOT BEEN REMOVED.

F. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION.

G. PROMPTLY REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM. DO NOT BURN DEMOLISHED MATERIALS.

H. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE DEMOLITION OPERATIONS BEGAN.

SECTION 06 10 53061053 - MISCELLANEOUS ROUGH CARPENTRY

1.1 WOOD PRODUCTS, GENERAL A. LUMBER: PROVIDE DRESSED LUMBER, S4S, MARKED WITH GRADE STAMP OF

INSPECTION AGENCY.

1.2 TREATED MATERIALS A. FIRE-RETARDANT-TREATED MATERIALS: COMPLY WITH PERFORMANCE

REQUIREMENTS IN AWPA C20. 1. USE INTERIOR TYPE A UNLESS OTHERWISE INDICATED. 2. IDENTIFY WITH APPROPRIATE CLASSIFICATION MARKING OF A TESTING

AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.

B. PROVIDE FIRE-RETARDANT TREATED MATERIALS FOR ITEMS INDICATED ON DRAWINGS.

1.3 LUMBER A. DIMENSION LUMBER:

1. MAXIMUM MOISTURE CONTENT: 15 PERCENT. 2. INTERIOR PARTITION FRAMING: CONSTRUCTION, STUD, OR NO. 3 :

EASTERN SOFTWOODS: NELMA; NORTHERN SPECIES: NLGA; MIXED SOUTHERN PINE: SPIB; OR WESTERN WOODS: WCLIB OR WWPA.

B. EXPOSED BOARDS: EASTERN WHITE, IDAHO WHITE, LODGEPOLE, PONDEROSA, OR SUGAR PINE, PREMIUM OR 2 COMMON (STERLING): NELMA, NLGA, WCLIB, OR WWPA; WITH 15 PERCENT MAXIMUM MOISTURE CONTENT.

C. CONCEALED BOARDS: EASTERN SOFTWOODS, NO. 3 COMMON: NELMA; NORTHERN SPECIES, NO. 3 COMMON: NLGA; MIXED SOUTHERN PINE, NO. 2: SPIB; OR WESTERN WOODS, STANDARD: WCLIB; OR NO. 3 COMMON: WWPA; WITH 15 PERCENT MAXIMUM MOISTURE CONTENT.

D. MISCELLANEOUS LUMBER: CONSTRUCTION, OR NO. 2 GRADE WITH 15 PERCENT MAXIMUM MOISTURE CONTENT OF ANY SPECIES. PROVIDE FOR NAILERS, BLOCKING, AND SIMILAR MEMBERS.

1.4 PLYWOOD BACKING PANELS A. TELEPHONE AND ELECTRICAL EQUIPMENT BACKING PANELS: PLYWOOD,

EXTERIOR, C-C PLUGGED , FIRE-RETARDANT TREATED, NOT LESS THAN 3/4-INCH (19-MM) NOMINAL THICKNESS.

1.5 FASTENERS A. FASTENERS: SIZE AND TYPE INDICATED. WHERE ROUGH CARPENTRY IS EXPOSED

TO WEATHER, IN GROUND CONTACT, OR IN AREA OF HIGH RELATIVE HUMIDITY, PROVIDE FASTENERS WITH HOT-DIP ZINC COATING COMPLYING WITH ASTM A 153/A 153M . 1. POWER-DRIVEN FASTENERS: CABO NER-272.

1.6 INSTALLATION A. 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 .

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SECTION 06 40 23 - INTERIOR ARCHITECTURAL WOODWORK

1.1 SECTION REQUIREMENTS A. 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 SYSTEM IS OPERATING.

1.2 MATERIALS A. HARDBOARD: AHA A135.4. B. MEDIUM-DENSITY FIBERBOARD: ANSI A208.2, GRADE 130, MADE WITH BINDER

CONTAINING NO UREA FORMALDEHYDE. C. PARTICLEBOARD: ANSI A208.1, GRADE M-2 CONTAINING NO UREA-FORMALDEHYDE

. D. SOFTWOOD PLYWOOD: DOC PS 1. E. HARDWOOD PLYWOOD AND FACE VENEERS: HPVA HP-1, MADE WITH ADHESIVE

CONTAINING NO UREA FORMALDEHYDE. F. THERMOSET DECORATIVE PANELS: COMPLY WITH LMA SAT - 1. G. HIGH-PRESSURE DECORATIVE LAMINATE: NEMA LD 3. H. SOLID-SURFACING MATERIAL: HOMOGENEOUS SOLID SHEETS OF FILLED PLASTIC

RESIN COMPLYING WITH ISSFA-2.

1.3 FIRE-RETARDANT-TREATED MATERIALS A. FIRE-RETARDANT-TREATED MATERIALS, GENERAL: WHERE FIRE-RETARDANT-

TREATED MATERIALS ARE INDICATED, USE MATERIALS COMPLYING WITH REQUIREMENTS IN THIS ARTICLE THAT ARE ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND WITH FIRE-TEST-RESPONSE CHARACTERISTICS SPECIFIED AS DETERMINED BY TESTING IDENTICAL PRODUCTS PER TEST METHOD INDICATED BY A QUALIFIED TESTING AGENCY. 1. IDENTIFY FIRE-RETARDANT-TREATED MATERIALS WITH APPROPRIATE

CLASSIFICATION MARKING OF QUALIFIED TESTING AGENCY IN THE FORM OF REMOVABLE PAPER LABEL OR IMPRINT ON SURFACES THAT WILL BE CONCEALED FROM VIEW AFTER INSTALLATION.

B. FIRE-RETARDANT-TREATED LUMBER AND PLYWOOD: PRODUCTS WITH A FLAME-SPREAD INDEX OF 25 OR LESS WHEN TESTED ACCORDING TO ASTM E 84, WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION WHEN THE TEST IS EXTENDED AN ADDITIONAL 20 MINUTES, AND WITH THE FLAME FRONT NOT EXTENDING MORE THAN 10.5 FEET (3.2 M) BEYOND THE CENTERLINE OF THE BURNERS AT ANY TIME DURING THE TEST. 1. KILN DRY LUMBER AND PLYWOOD AFTER TREATMENT TO A MAXIMUM

MOISTURE CONTENT OF 19 AND 15 PERCENT, RESPECTIVELY.

1.4 CABINET HARDWARE AND ACCESSORY MATERIALS A. FRAMELESS CONCEALED HINGES (EUROPEAN TYPE): BHMA A156.9, B01602, 135

DEGREES OF OPENING, SELF-CLOSING. 1. HINGE CUP SHALL BE EXPANSION TYPE OR SECURED TO DOOR WITH

INSERTION DOWELS 2. USE “CLIP” TYPE HINGE MOUNTING SECURED TO CABINET BODY WITH

5MM DIAMETER EURO SCREWS B. PULLS: UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING

1. WIRE PULLS, BACK MOUNTED, SOLID METAL , 3 INCHES (76 MM) LONG, 5/16 INCH (8 MM) IN .

C. ADJUSTABLE SHELF SUPPORTS: .NICKEL PLATED STEEL PINS, 5MM. D. DRAWER SLIDES FOR SOLID WOOD DRAWER ASSEMBLIES: BHMA A156.9, B05091.

1. BOX DRAWER SLIDES: GRADE 1 . SIDE MOUNTED; FULL-EXTENSION TYPE; ZINC-PLATED-STEEL BALL-BEARING SLIDES

2. BOX FILE DRAWER SLIDES: GRADE 1HD-100 SIDE MOUNTED; FULL-OVERTRAVEL-EXTENSION TYPE; ZINC-PLATED-STEEL BALL-BEARING SLIDES .

3. PENCIL DRAWER SLIDES: GRADE 2 . E. DRAWER LOCKS: BHMA A156.11, E07041. F. GROMMETS FOR CABLE PASSAGE THROUGH COUNTERTOPS: 2-INCH (51-MM) OD,

MOLDED-PLASTIC GROMMETS AND MATCHING PLASTIC CAPS WITH SLOT FOR WIRE PASSAGE.

G. EXPOSED HARDWARE FINISHES: COMPLY WITH BHMA A156.18 FOR BHMA CODE NUMBER INDICATED. 1. FINISH: SATIN CHROME: BHMA 626 OR BHMA 652 UNLESS NOTED

OTHERWISE ON DRAWINGS. H. FURRING, BLOCKING, SHIMS, AND HANGING STRIPS: SOFTWOOD OR HARDWOOD

LUMBER, KILN DRIED TO 15 PERCENT MOISTURE CONTENT.

1.5 INTERIOR WOODWORK-GENERAL A. 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 OF OTHER WIDE, FLAT MEMBERS, EXCEPT FOR MEMBERS WITH ENDS EXPOSED IN FINISHED WORK.

C. INTERIOR STANDING AND RUNNING TRIM FOR TRANSPARENT FINISH: CUSTOM GRADE, MADE FROM SPECIES INDICATED ON THE DRAWINGS.

D. INTERIOR STANDING AND RUNNING TRIM FOR OPAQUE FINISH: CUSTOM GRADE, MADE FROM ANY CLOSED-GRAIN HARDWOOD .

1.6 PANELING A. FLUSH WOOD PANELING FOR TRANSPARENT FINISH: PREMIUM GRADE.

1. WOOD SPECIES: AS INDICATED ON DRAWINGS. 2. MATCHING OF ADJACENT VENEER LEAVES: BOOK UNLESS INDICATED

OTHERWISE MATCH. 3. VENEER MATCHING WITHIN PANEL FACE: CENTER-BALANCE MATCH. 4. PANEL MATCHING: MATCH PANELS WITHIN EACH AREA BY USING

SEQUENCE-MATCHED, UNIFORM SIZE-SETS.

1.7 CABINET CONSTRUCTION A. WOOD CABINETS FOR TRANSPARENT FINISH: PREMIUM GRADE.

1. AWI TYPE OF CABINET CONSTRUCTION: FLUSH OVERLAY . 2. WOOD SPECIES AND CUT FOR EXPOSED SURFACES: AS INDICATED . 3. GRAIN DIRECTION: VERTICALLY FOR DRAWER FRONTS, DOORS, AND

FIXED PANELS OR AS INDICATED. 4. MATCHING OF VENEER LEAVES: BOOK MATCH. 5. VENEER MATCHING WITHIN PANEL FACE: CENTER-BALANCE MATCH. 6. SEMIEXPOSED SURFACES OTHER THAN DRAWER BODIES: COMPATIBLE

SPECIES TO THAT INDICATED FOR EXPOSED SURFACES, STAINED TO MATCH.

7. DRAWER SIDES AND BACKS: SOLID-HARDWOOD LUMBER . 8. DRAWER BOTTOMS: HARDWOOD PLYWOOD .

B. PLASTIC-LAMINATE CABINETS: CUSTOM GRADE. 1. AWI TYPE OF CABINET CONSTRUCTION: FLUSH OVERLAY UNLESS

OTHERWISE INDICATED. 2. LAMINATE CLADDING: HORIZONTAL SURFACES OTHER THAN TOPS, HGS;

POSTFORMED SURFACES, HGP; VERTICAL SURFACES, HGS ; EDGES, HGS OR PVC TAPE, 0.018 INCH (0.460 MM) THICK MATCHING LAMINATE CLADDING ; SEMIEXPOSED SURFACES, THERMOSET DECORATIVE PANELS.

3. GRAIN /PATTERN DIRECTION: VERTICALLY FOR DRAWER FRONTS, DOORS, AND FIXED PANELS OR AS INDICATED.

4. DRAWER ASSEMBLY: ONE OF THE FOLLOWING: A. SOLID HARDWOOD . B. EPOXY OR POWDER COATED STEEL SIDES WITH INTEGRAL

SELF-CLOSING DRAWER SLIDES, BUILT-IN FRONT BUMPERS, AND THERMOSET DECORATIVE PANEL BACK. 100 LB. DUTY RATING. BASIS OF DESIGN: GRASS AMERICA ” ZARGEN”.

C. USE SOLID WOOD ASSEMBLY FOR LATERAL FILES. 5. DRAWER BOTTOMS: THERMOSET DECORATIVE PANELS.

1.8 COUNTERTOPS A. PLASTIC-LAMINATE COUNTERTOPS: CUSTOM GRADE.

1. LAMINATE GRADE: HGS FOR FLAT COUNTERTOPS, HGP FOR POST-FORMED COUNTERTOPS.

2. GRAIN DIRECTION: PARALLEL TO CABINET FRONTS. 3. EDGE TREATMENT: HGS OR PVC TAPE, 0.018 INCH (0.460 MM) THICK

MATCHING LAMINATE CLADDING . 4. CORE MATERIAL AT SINKS: PARTICLEBOARD MADE WITH EXTERIOR GLUE

, MEDIUM-DENSITY FIBERBOARD MADE WITH EXTERIOR GLUE OR EXTERIOR-GRADE PLYWOOD.

B. SOLID-SURFACING MATERIAL COUNTERTOPS: PREMIUM GRADE. 1. SOLID-SURFACING MATERIAL THICKNESS: AS INDICATED . 2. FABRICATE TOPS IN ONE PIECE WITH SHOP-APPLIED BACKSPLASHES AND

EDGES. 3. INSTALL INTEGRAL SINK BOWLS IN COUNTERTOPS IN SHOP.

1.9 SHOP FINISHING OF INTERIOR ARCHITECTURAL WOODWORK A. 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-GRAIN WOOD 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 FINISH: AWI FINISH SYSTEM CATALYZED POLYURETHANE .

1.10 SHELVING AND CLOTHES RODS A. SHELVING: MELAMINE-FACED PARTICLEBOARD WITH APPLIED-PVC FRONT EDGE

UNLESS NOTED OTHERWISE. B. CLOTHES RODS: 1-5/16-INCH- (33-MM-) DIAMETER, CHROME-PLATED-STEEL TUBES. C. SHELF BRACKETS WITH ROD SUPPORT: BHMA A156.16, B04051; PRIME-PAINTED

FORMED STEEL. D. STANDARDS FOR ADJUSTABLE SHELF BRACKETS: BHMA A156.9, B04102; POWDER-

COAT-FINISHED STEEL. E. ADJUSTABLE SHELF BRACKETS: BHMA A156.9, B04112; POWDER-COAT-FINISHED

STEEL UNLESS NOTED OTHERWISE.

1.11 INSTALLATION A. 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 A TOLERANCE 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 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 OF LUMBER AVAILABLE) TO GREATEST EXTENT POSSIBLE. DO NOT USE PIECES LESS 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 TO PROVIDE 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 INTO WOOD FRAMING, BLOCKING, OR HANGING STRIPS OR NO. 10 WAFER-HEAD SHEET METAL SCREWS THROUGH METAL BACKING OR METAL FRAMING BEHIND WALL FINISH .

I. ANCHOR COUNTERTOPS SECURELY TO BASE UNITS. SEAL SPACE BETWEEN BACKSPLASH AND WALL.

SECTION 07 21 00 - INSULATION

1.1 INSULATION PRODUCTS A. SURFACE-BURNING CHARACTERISTICS: ASTM E 84, AND AS FOLLOWS:

1. Flame-Spread Index: 25 or less where exposed or within plenums.

2. Smoked-Developed Index: 450 or less. B. MINERAL-FIBER-BLANKET INSULATION: ASTM C 665, TYPE I, UNFACED WITH FIBERS

MANUFACTURED FROM GLASS, SLAG WOOL, OR ROCK WOOL , WITH FLAME-SPREAD INDEX OF 25 OR LESS.

C. SOUND ATTENUATION BLANKETS: SLAG-WOOL-FIBER/ROCK-WOOL-FIBER BOARD INSULATION: ASTM C 665, TYPE 1, UNFACED; NOMINAL DENSITY OF 2.5 LB/CU. FT. (64 KG/CU. M), WITH FLAME-SPREAD INDEX OF 25 OR LESS.

1.2 ACCESSORIES A. VAPOR RETARDER: FIRE-RETARDANT, REINFORCED POLYETHYLENE , 6 MILS (0.15

MM) THICK. 1. VAPOR PERMEANCE: 0.0403 PERMS ACCORDING TO ASTM E 96,

PROCEDURE B. 2. SURFACE BURNING CHARACTERISTICS: FOLLOWING ACCORDING TO

ASTM E 84: A. FLAME SPREAD: CLASS A, NO GREATER THAN 25.

1.3 INSTALLATION A. INSTALL INSULATION IN AREAS AND IN THICKNESSES INDICATED OR REQUIRED TO

PRODUCE R-VALUES INDICATED. CUT AND FIT TIGHTLY AROUND OBSTRUCTIONS AND FILL VOIDS WITH INSULATION.

B. EXCEPT FOR LOOSE-FILL INSULATION AND INSULATION THAT IS FRICTION FITTED IN STUD CAVITIES, BOND UNITS TO SUBSTRATE WITH ADHESIVE OR USE MECHANICAL ANCHORAGE TO PROVIDE PERMANENT PLACEMENT AND SUPPORT OF UNITS.

C. PLACE LOOSE-FILL INSULATION TO COMPLY WITH ASTM C 1015. 1. COMPLY WITH THE CIMA'S SPECIAL REPORT #3, "STANDARD PRACTICE

FOR INSTALLING CELLULOSE INSULATION." D. EXTEND VAPOR RETARDER TO EXTREMITIES OF AREAS TO BE PROTECTED FROM

VAPOR TRANSMISSION. SECURE IN PLACE WITH ADHESIVES OR OTHER ANCHORAGE. LOCATE SEAMS AT FRAMING MEMBERS, OVERLAP, AND SEAL WITH TAPE.

SECTION 07 84 13 - PENETRATION FIRESTOPPING

1.1 PENETRATION FIRESTOPPING A. 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 FIRESTOPPING WITH 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 AND 450, RESPECTIVELY, AS DETERMINED PER ASTM E 84.

E. ACCESSORIES: PROVIDE COMPONENTS FOR EACH PENETRATION FIRESTOPPING SYSTEM THAT ARE NEEDED TO INSTALL FILL MATERIALS AND TO MAINTAIN RATINGS REQUIRED. USE ONLY THOSE COMPONENTS SPECIFIED BY PENETRATION FIRESTOPPING MANUFACTURER AND APPROVED BY QUALIFIED TESTING AND INSPECTING AGENCY.

1.2 INSTALLATION A. 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 PLASTIC LABELS. 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.

C. OWNER WILL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM TESTS AND INSPECTIONS.

SECTION 07 84 46- FIRE-RESISTIVE JOINT SYSTEMS

1.1 SUMMARY A. SECTION INCLUDES:

1. JOINTS IN OR BETWEEN FIRE-RESISTANCE-RATED CONSTRUCTIONS. 2. JOINTS IN SMOKE BARRIERS.

1.2 QUALITY ASSURANCE A. FIRE-TEST-RESPONSE CHARACTERISTICS: FIRE-RESISTIVE JOINT SYSTEMS SHALL

COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. FIRE-RESISTIVE JOINT SYSTEM TESTS ARE PERFORMED BY A QUALIFIED

TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION .

1.3 FIRE-RESISTIVE JOINT SYSTEMS A. WHERE REQUIRED, PROVIDE FIRE-RESISTIVE JOINT SYSTEMS THAT ARE

PRODUCED AND INSTALLED TO RESIST SPREAD OF FIRE ACCORDING TO REQUIREMENTS INDICATED, RESIST PASSAGE OF SMOKE AND OTHER GASES, AND MAINTAIN ORIGINAL FIRE-RESISTANCE RATING OF ASSEMBLIES IN OR BETWEEN WHICH FIRE-RESISTIVE JOINT SYSTEMS ARE INSTALLED. FIRE-RESISTIVE JOINT SYSTEMS SHALL ACCOMMODATE BUILDING MOVEMENTS WITHOUT IMPAIRING THEIR ABILITY TO RESIST THE PASSAGE OF FIRE AND HOT GASES.

B. JOINTS IN OR BETWEEN FIRE-RESISTANCE-RATED CONSTRUCTION: RATINGS DETERMINED PER ASTM E 1966 OR UL 2079: 1. FIRE-RESISTANCE RATING: EQUAL TO OR EXCEEDING THE FIRE-

RESISTANCE RATING OF CONSTRUCTION THEY WILL JOIN. C. JOINTS IN SMOKE BARRIERS: RATINGS DETERMINED PER UL 2079.

1. L-RATING: NOT EXCEEDING 5.0 CFM/FT (0.00775 CU. M/S X M) OF JOINT AT 0.30 INCH WG (74.7 PA) AT BOTH AMBIENT AND ELEVATED TEMPERATURES.

D. EXPOSED FIRE-RESISTIVE JOINT SYSTEMS: PROVIDE PRODUCTS WITH FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF LESS THAN 25 AND 450, RESPECTIVELY, AS DETERMINED PER ASTM E 84.

E. ACCESSORIES: PROVIDE COMPONENTS OF FIRE-RESISTIVE JOINT SYSTEMS, INCLUDING PRIMERS AND FORMING MATERIALS, THAT ARE NEEDED TO INSTALL FILL MATERIALS AND TO MAINTAIN RATINGS REQUIRED. USE ONLY COMPONENTS SPECIFIED BY FIRE-RESISTIVE JOINT SYSTEM MANUFACTURER AND APPROVED BY THE QUALIFIED TESTING AGENCY FOR SYSTEMS INDICATED.

1.4 INSTALLATION A. EXAMINE SUBSTRATES AND CONDITIONS, WITH INSTALLER PRESENT, FOR

COMPLIANCE WITH REQUIREMENTS FOR JOINT CONFIGURATIONS, SUBSTRATES, AND OTHER CONDITIONS AFFECTING PERFORMANCE OF THE WORK.

B. INSTALL FIRE-RESISTIVE JOINT SYSTEMS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND PUBLISHED DRAWINGS FOR PRODUCTS AND APPLICATIONS INDICATED.

C. INSTALL FORMING MATERIALS AND OTHER ACCESSORIES OF TYPES REQUIRED TO SUPPORT FILL MATERIALS DURING THEIR APPLICATION AND IN POSITION NEEDED TO PRODUCE CROSS-SECTIONAL SHAPES AND DEPTHS REQUIRED TO ACHIEVE FIRE RATINGS INDICATED.

D. INSTALL FILL MATERIALS FOR FIRE-RESISTIVE JOINT SYSTEMS BY PROVEN TECHNIQUES TO PRODUCE THE FOLLOWING RESULTS: 1. FILL VOIDS AND CAVITIES FORMED BY JOINTS AND FORMING MATERIALS

AS REQUIRED TO ACHIEVE FIRE-RESISTANCE RATINGS INDICATED. 2. APPLY FILL MATERIALS SO THEY CONTACT AND ADHERE TO SUBSTRATES

FORMED BY JOINTS. 3. FOR FILL MATERIALS THAT WILL REMAIN EXPOSED AFTER COMPLETING

THE WORK, FINISH TO PRODUCE SMOOTH, UNIFORM SURFACES THAT ARE FLUSH WITH ADJOINING FINISHES.

E. IDENTIFY FIRE-RESISTIVE JOINT SYSTEMS WITH PREPRINTED METAL OR PLASTIC LABELS. ATTACH LABELS PERMANENTLY TO SURFACES ADJACENT TO AND WITHIN 6 INCHES (150 MM) OF JOINT EDGE SO LABELS WILL BE VISIBLE TO ANYONE SEEKING TO REMOVE OR PENETRATE JOINT SYSTEM. USE MECHANICAL FASTENERS OR SELF-ADHERING-TYPE LABELS WITH ADHESIVES CAPABLE OF PERMANENTLY BONDING LABELS TO SURFACES ON WHICH LABELS ARE PLACED. INCLUDE THE FOLLOWING INFORMATION ON LABELS: 1. THE WORDS "WARNING - FIRE-RESISTIVE JOINT SYSTEM - DO NOT

DISTURB. NOTIFY BUILDING MANAGEMENT OF ANY DAMAGE." 2. CONTRACTOR'S NAME, ADDRESS, AND PHONE NUMBER. 3. DESIGNATION OF APPLICABLE TESTING AGENCY. 4. DATE OF INSTALLATION. 5. MANUFACTURER'S NAME. 6. INSTALLER'S NAME.

SECTION 07 92 00 - JOINT SEALANTS

1.1 JOINT SEALANTS A. SEALANT FOR USE IN INTERIOR JOINTS IN CERAMIC TILE AND OTHER HARD

SURFACES IN 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 WITH FUNGICIDE.

B. 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. C. ACOUSTICAL SEALANT:

1. NONSAG, PAINTABLE, NONSTAINING LATEX SEALANT COMPLYING WITH ASTM C 834 THAT EFFECTIVELY REDUCES AIRBORNE SOUND TRANSMISSION AS DEMONSTRATED BY TESTING ACCORDING TO ASTM E 90.

1.2 INSTALLATION A. COMPLY WITH ASTM C 1193. B. 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 WITH ASTM C 919.

SECTION 08 11 13 - HOLLOW METAL DOORS AND FRAMES

1.1 SECTION REQUIREMENTS A. SUBMITTALS: PRODUCT DATA AND SHOP DRAWINGS.

1.2 MATERIALS A. 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. FRAME ANCHORS: ASTM A 591/A 591M, 40Z (12G) COATING DESIGNATION; MILL

PHOSPHATIZED. D. INSERTS, BOLTS, AND FASTENERS: HOT-DIP GALVANIZED ACCORDING TO

ASTM A 153/A 153M.

1.3 HOLLOW METAL DOORS AND FRAMES A. FIRE-RATED DOORS AND FRAMES: LABELED BY A TESTING AND INSPECTING

AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, BASED ON TESTING AT AS CLOSE TO NEUTRAL PRESSURE AS POSSIBLE ACCORDING TO NFPA 252 .

B. SMOKE-CONTROL DOOR ASSEMBLIES: COMPLY WITH NFPA 105 OR UL 1784. C. 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 DOOR FACE SHEETS.

D. 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 . 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. E. 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.

F. DOOR LOUVERS: SIGHT PROOF PER SDI 111C. 1. FIRE-RATED AUTOMATIC LOUVERS: ACTUATED BY FUSIBLE LINKS AND

LISTED AND LABELED. G. DOOR SILENCERS: THREE ON STRIKE JAMBS OF SINGLE-DOOR FRAMES AND TWO

ON HEADS OF DOUBLE-DOOR FRAMES. H. GROUT GUARDS: PROVIDE WHERE MORTAR MIGHT OBSTRUCT HARDWARE

OPERATION. I. PREPARE DOORS AND FRAMES 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 A250.10 ACCEPTANCE CRITERIA.

1.4 INSTALLATION A. 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 08 14 16 - FLUSH WOOD DOORS

1.1 SECTION REQUIREMENTS A. SUBMITTALS: FINISH SAMPLES, PRODUCT DATA .

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 AS CLOSE TO NEUTRAL PRESSURE AS POSSIBLE ACCORDING TO NFPA 252 .

C. LOW-EMITTING MATERIALS: PROVIDE DOORS MADE WITH ADHESIVES AND COMPOSITE WOOD PRODUCTS THAT DO NOT CONTAIN UREA FORMALDEHYDE.

D. WDMA I.S.1-A PERFORMANCE GRADE: 1. HEAVY DUTY UNLESS OTHERWISE INDICATED. 2. EXTRA HEAVY DUTY: PUBLIC TOILETS EXITS PATIENT ROOMS AND

WHERE INDICATED. 3. STANDARD DUTY: CLOSETS (NOT INCLUDING JANITOR'S CLOSETS)

PRIVATE TOILETS . E. PARTICLEBOARD-CORE DOORS: PROVIDE BLOCKING IN PARTICLEBOARD CORES

OR PROVIDE STRUCTURAL COMPOSITE LUMBER CORES INSTEAD OF PARTICLEBOARD CORES FOR DOORS WITH EXIT DEVICES OR PROTECTION PLATES.

F. FIRE-PROTECTION-RATED DOORS: PROVIDE CORE SPECIFIED OR MINERAL CORE AS NEEDED TO PROVIDE FIRE-PROTECTION RATING INDICATED. PROVIDE THE 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 DOORS A. DOORS FOR TRANSPARENT FINISH:

1. INTERIOR SOLID-CORE DOORS: PREMIUM GRADE, SEVEN-PLY, PARTICLEBOARD CORES. A. FACES: GRADE A AS INDICATED ON DRAWINGS. B. VENEER MATCHING: BOOK AND BALANCE MATCH. C. PAIR MATCHING AND SET MATCHING. D. CONTINUOUS MATCHING FOR DOORS WITH TRANSOMS.

B. DOORS FOR OPAQUE FINISH: 1. INTERIOR SOLID-CORE DOORS: CUSTOM GRADE, FIVE -PLY,

PARTICLEBOARD CORES. A. FACES: ANY CLOSED-GRAIN HARDWOOD .

C. PLASTIC-LAMINATE-FACED DOORS: 1. INTERIOR SOLID-CORE DOORS: CUSTOM GRADE, THREE-PLY,

PARTICLEBOARD CORES. 2. EXPOSED VERTICAL EDGES: PLASTIC LAMINATE THAT MATCHES FACES .

1.4 LIGHT FRAMES A. LIGHT FRAMES: WOOD BEADS OF SAME SPECIES AS DOOR FACES.

1. AT FIRE-RATED DOORS PROVIDE WOOD-VENEERED BEADS APPROVED FOR USE IN DOORS OF FIRE-PROTECTION RATING INDICATED.

1.5 FABRICATION AND FINISHING A. 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. FACTORY FINISH DOORS INDICATED FOR TRANSPARENT FINISH WITH STAIN AND MANUFACTURER'S STANDARD FINISH COMPLYING WITH WDMA TR-4, CONVERSION VARNISH FOR GRADE SPECIFIED FOR DOORS. 1. SHEEN: SATIN .

1.6 INSTALLATION A. 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. ALIGN DOORS IN FRAMES WITH UNIFORM CLEARANCES AND BEVELS. MACHINE DOORS FOR HARDWARE. SEAL CUT SURFACES AFTER FITTING AND MACHINING.

C. 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.

D. REPAIR, REFINISH, OR REPLACE FACTORY-FINISHED DOORS DAMAGED DURING INSTALLATION, AS DIRECTED BY ARCHITECT.

SECTION 08 71 00 - DOOR HARDWARE

1.1 SECTION REQUIREMENTS A. SUBMITTALS: HARDWARE 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 INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION FOR APPLICATIONS INDICATED. ON EXIT DEVICES PROVIDE LABEL INDICATING "FIRE EXIT HARDWARE."

1.2 HARDWARE A. MANUFACTURERS:

1. AS INDICATED B. HINGES:

1. BALL-BEARING HINGES FOR DOORS WITH CLOSERS AND ENTRY DOORS. 2. 3 HINGES FOR 1-3/4-INCH- (45-MM-) THICK DOORS 90 INCHES (2300 MM) OR

LESS IN HEIGHT; 4 HINGES FOR DOORS MORE THAN 90 INCHES (2300 MM) IN HEIGHT.

C. LOCKSETS AND LATCHSETS: 1. MATCH STYLE, SERIES AND MANUFACTURER OF EXISTING BUILDING, OR

IF NEW BUILDING AND NOT OTHERWISE INDICATED PROVIDE THE FOLLOWING A. BHMA A156.2, SERIES 4000, GRADE 1 FOR BORED LOCKS AND

LATCHES. B. BHMA A156.3, GRADE 1 FOR EXIT DEVICES. C. BHMA A156.13, SERIES 1000, GRADE 1 FOR MORTISE LOCKS AND

LATCHES –PROVIDE AT EXTERIOR AND MAIN ENTRANCE DOORS D. LEVER HANDLES ON LOCKSETS AND LATCHSETS, MATCH

SCHLAGE SPARTA LEVER UNLESS NOTE OTHERWISE. E. PROVIDE TRIM ON EXIT DEVICES MATCHING LOCKSETS.

D. KEYING: COORDINATE KEYING REQUIREMENTS DIRECTLY WITH OWNER OR TENANT E. KEY LOCKS TO OWNER'S MASTER-KEY SYSTEM. F. 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.

G. PROVIDE WALL STOPS OR FLOOR STOPS FOR DOORS WITHOUT CLOSERS. H. PROVIDE HARDWARE FINISHES AS FOLLOWS:

1. HINGES: MATCHING FINISH OF LOCKSET/LATCHSET. 2. LOCKSETS, LATCHSETS, AS INDICATED.EXIT DEVICES: MATCHING FINISH

OF LOCKSET/LATCHSET 3. CLOSERS: MATCHING FINISH OF LOCKSET/LATCHSET. 4. OTHER HARDWARE: MATCHING FINISH OF LOCKSET/LATCHSET.

1.3 INSTALLATION A. MOUNT HARDWARE IN LOCATIONS RECOMMENDED BY THE DOOR AND HARDWARE

INSTITUTE UNLESS OTHERWISE INDICATED. SECTION 08 80 00 - GLAZING

1.1 SECTION REQUIREMENTS A. SUBMITTALS: PRODUCT DATA FOR EACH TYPE OF PATTERNED OR TINTED GLASS

INDICATED. B. FIRE-RESISTANCE-RATED ASSEMBLIES: PROVIDE PRODUCTS THAT COMPLY WITH

NFPA 80 AND ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION FOR APPLICATIONS INDICATED.

C. SAFETY GLASS: CATEGORY II MATERIALS COMPLYING WITH TESTING REQUIREMENTS IN 16 CFR 1201.

D. 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." E. SAFETY GLAZING LABELING: WHERE SAFETY GLAZING LABELING IS INDICATED,

PERMANENTLY MARK GLAZING WITH CERTIFICATION LABEL OF THE SGCC OR ANOTHER 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.

F. FIRE-PROTECTION-RATED GLAZING LABELING: PERMANENTLY MARK FIRE-PROTECTION-RATED GLAZING WITH CERTIFICATION LABEL OF A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. LABEL SHALL INDICATE MANUFACTURER'S NAME, TEST STANDARD, WHETHER GLAZING IS FOR USE IN FIRE DOORS OR OTHER OPENINGS, WHETHER OR NOT GLAZING PASSES HOSE-STREAM TEST, WHETHER OR NOT GLAZING HAS A TEMPERATURE RISE RATING OF 450 DEG F (250 DEG C), AND THE FIRE-RESISTANCE RATING IN MINUTES.

1.2 GLASS PRODUCTS A. 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 GLAZING SEALANTS A. GLAZING SEALANT: NEUTRAL-CURING SILICONE GLAZING SEALANT COMPLYING

WITH ASTM C 920, TYPE S, GRADE NS, CLASS 25, USE NT. B. GLAZING SEALANTS FOR FIRE-RATED GLAZING PRODUCTS: PRODUCTS THAT ARE

APPROVED BY TESTING AGENCIES THAT LISTED AND LABELED FIRE-RESISTANT GLAZING PRODUCTS WITH WHICH THEY ARE USED FOR APPLICATIONS AND FIRE-PROTECTION RATINGS INDICATED.

1.4 INSTALLATION A. COMPLY WITH COMBINED RECOMMENDATIONS OF MANUFACTURERS OF GLASS,

SEALANTS, GASKETS, AND OTHER GLAZING MATERIALS, UNLESS MORE STRINGENT REQUIREMENTS ARE CONTAINED IN GANA'S "GLAZING MANUAL."

B. SET GLASS LITES IN EACH SERIES WITH UNIFORM PATTERN, DRAW, BOW, AND SIMILAR CHARACTERISTICS.

C. REMOVE NONPERMANENT LABELS, AND CLEAN SURFACES IMMEDIATELY AFTER INSTALLATION.

SECTION 09 22 16 - NON-STRUCTURAL METAL FRAMING

1.1 PERFORMANCE REQUIREMENTS A. 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 TO AUTHORITIES HAVING JURISDICTION.

1.2 METAL FRAMING AND SUPPORTS A. STEEL FRAMING MEMBERS, GENERAL: ASTM C 754.

1. STEEL SHEET COMPONENTS: ASTM C 645. THICKNESS SPECIFIED IS MINIMUM UNCOATED BASE-METAL THICKNESS.

2. PROTECTIVE COATING: MANUFACTURER'S STANDARD CORROSION-RESISTANT ZINC COATING.

B. SUSPENDED CEILING AND SOFFIT FRAMING: 1. WIRE HANGERS: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT

TEMPER, AND 0.162-INCH (4.12-MM) DIAMETER. 2. GRID SUSPENSION SYSTEM FOR INTERIOR CEILINGS: INTERLOCKING,

DIRECT-HUNG SYSTEM. C. PARTITION AND SOFFIT FRAMING:

1. STUDS AND RUNNERS: IN DEPTH INDICATED AND: WITH THE FOLLOWING MINIMUM THICKNESSES A. 25 GA/18 MILS AT TYPICAL PARTITIONS. B. 20 GA/30 MILS AT ALL INTERIOR DOOR FRAME AND WINDOW

FRAME LOCATIONS. C. 20 GA/30 MILS AT ALL LOCATIONS OF WALL CABINETS.18 GA/43

MILS STUDS AT CEMENT BOARD AT ALL WALLS TO RECEIVE TILE. D. 20 GA/30 MILS BOTTOM RUNNER. E. 2” MINIMUM DEEP-LEG TOP TRACK UNLESS OTHERWISE NOTED;

MATCH THICKNESS OF PARTITION STUD. 2. FLAT STRAP AND BACKING: 0.0296 INCH (0.752 MM) THICK.

1.3 ACCESSORIES A. GENERAL: COMPLY WITH REFERENCED INSTALLATION STANDARDS.

1. FASTENERS FOR METAL FRAMING: OF TYPE, MATERIAL, SIZE, CORROSION RESISTANCE, 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.

1.4 INSTALLATION A. 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."

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.

D. FIRE-RESISTANCE-RATED ASSEMBLIES: COMPLY WITH REQUIREMENTS OF LISTED ASSEMBLIES.

E. UNLESS NOTED OTHERWISE INSTALL PARTITION STUDS AT 16 INCHES O.C. SECTION 09 29 00 - GYPSUM BOARD

1.1 PERFORMANCE REQUIREMENTS A. 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 TO AUTHORITIES 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 AND INSPECTING AGENCY.

1.2 PANEL PRODUCTS A. PROVIDE IN MAXIMUM LENGTHS AVAILABLE TO MINIMIZE END-TO-END BUTT JOINTS. B. INTERIOR GYPSUM BOARD: ASTM C 36/C 36M OR ASTM C 1396/C 1396M, IN

THICKNESS INDICATED, WITH MANUFACTURER'S STANDARD EDGES. TYPE AS REQUIRED FOR SPECIFIC FIRE-RESISTANCE-RATED ASSEMBLIES SAG-RESISTANT TYPE FOR CEILING SURFACES.

C. WATER-RESISTANT GYPSUM BACKING BOARD: ASTM C 630/C 630M OR ASTM C 1396/C 1396M, IN THICKNESS INDICATED. TYPE X WHERE REQUIRED FOR FIRE-RESISTANCE-RATED ASSEMBLIES AND WHERE INDICATED.

D. CEMENTITIOUS BACKER UNITS: ANSI A118.9.

1.3 ACCESSORIES A. TRIM ACCESSORIES: ASTM C 1047, FORMED FROM GALVANIZED OR ALUMINUM-

COATED STEEL SHEET, ROLLED ZINC, PLASTIC, OR PAPER-FACED GALVANIZED-STEEL SHEET. FOR EXTERIOR TRIM, USE ACCESSORIES FORMED FROM HOT-DIP GALVANIZED-STEEL SHEET, PLASTIC, OR ROLLED ZINC. 1. PROVIDE CORNERBEAD AT OUTSIDE CORNERS UNLESS OTHERWISE

INDICATED. 2. PROVIDE LC-BEAD (J-BEAD) AT EXPOSED PANEL EDGES. 3. PROVIDE CONTROL JOINTS WHERE INDICATED.

B. JOINT-TREATMENT MATERIALS: ASTM C 475/C 475M. 1. JOINT TAPE: PAPER UNLESS OTHERWISE RECOMMENDED BY PANEL

MANUFACTURER. 2. JOINT COMPOUNDS: SETTING-TYPE TAPING COMPOUND AND DRYING-

TYPE, READY-MIXED, COMPOUNDS FOR TOPPING. 3. 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 5 FINISH.

C. ACOUSTICAL SEALANT FOR EXPOSED AND CONCEALED JOINTS: NONSAG, PAINTABLE, NONSTAINING LATEX SEALANT COMPLYING WITH ASTM C 834.

D. SOUND-ATTENUATION BLANKETS: ASTM C 665, TYPE I (UNFACED).SLAG-WOOL-FIBER/ROCK-WOOL-FIBER, UNFACED; NOMINAL DENSITY OF 2.5 LB/CU. FT. (64 KG/CU. M), WITH FLAME-SPREAD INDEX OF 25 OR LESS.

1.4 INSTALLATION A. INSTALL GYPSUM BOARD TO COMPLY WITH ASTM C 840.

1. ISOLATE GYPSUM BOARD ASSEMBLIES FROM ABUTTING STRUCTURAL AND MASONRY WORK. PROVIDE EDGE TRIM AND ACOUSTICAL SEALANT.

2. SINGLE-LAYER FASTENING METHODS: FASTEN GYPSUM PANELS TO SUPPORTS WITH SCREWS.

3. MULTILAYER FASTENING METHODS: FASTEN BASE LAYERS AND FACE LAYER SEPARATELY TO SUPPORTS WITH SCREWS.

B. INSTALL CEMENTITIOUS BACKER UNITS TO COMPLY WITH ANSI A108.11. C. FIRE-RESISTANCE-RATED ASSEMBLIES: COMPLY WITH REQUIREMENTS OF LISTED

ASSEMBLIES. D. FINISHING GYPSUM BOARD: ASTM C 840.

1. AT CONCEALED AREAS, UNLESS A HIGHER LEVEL OF FINISH IS REQUIRED FOR FIRE-RESISTANCE-RATED ASSEMBLIES, PROVIDE LEVEL 1 FINISH: EMBED TAPE AT JOINTS.

2. AT SUBSTRATES FOR TILE, PROVIDE LEVEL 2 FINISH: EMBED TAPE AND APPLY SEPARATE FIRST COAT OF JOINT COMPOUND TO TAPE, FASTENERS, AND TRIM FLANGES.

3. UNLESS OTHERWISE INDICATED, PROVIDE LEVEL 4 FINISH: EMBED TAPE AND APPLY SEPARATE FIRST, FILL, AND FINISH COATS OF JOINT COMPOUND TO TAPE, FASTENERS, AND TRIM FLANGES.

4. WHERE INDICATED, PROVIDE LEVEL 5 FINISH: EMBED TAPE AND APPLY SEPARATE FIRST, FILL, AND FINISH COATS OF JOINT COMPOUND TO TAPE, FASTENERS, AND TRIM FLANGES. APPLY SKIM COAT TO ENTIRE SURFACE.

SECTION 09 51 130 - ACOUSTICAL PANEL CEILINGS

1.1 SECTION REQUIREMENTS A. SUBMITTALS: PRODUCT DATA.

1.2 PERFORMANCE REQUIREMENTS A. FIRE-RESISTANCE-RATED ASSEMBLIES: WHERE FIRE RATED ASSEMBLIES ARE

INDICATED, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLIES PER ASTM E 119 BY AN INDEPENDENT TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.

B. SEISMIC STANDARD: PROVIDE ACOUSTICAL PANEL CEILINGS DESIGNED AND INSTALLED TO WITHSTAND THE EFFECTS OF EARTHQUAKE MOTIONS ACCORDING TO 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."

1.3 ACOUSTICAL PANELS A. PANEL DESCRIPTION IS INDICATED IN THE FINISH LEGEND

1.4 CEILING SUSPENSION SYSTEM A. DIRECT-HUNG SYSTEM; ASTM C 635, HEAVY-DUTY STRUCTURAL CLASSIFICATION.

1. COLOR: WHITE UNLESS NOTED OTHERWISE. B. ATTACHMENT DEVICES: SIZED FOR 5 TIMES THE DESIGN LOAD INDICATED IN

ASTM 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.

1.5 INSTALLATION A. 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 PANELS WITH UNDAMAGED EDGES AND FIT ACCURATELY

INTO SUSPENSION SYSTEM RUNNERS AND EDGE MOLDINGS. SCRIBE AND CUT PANELS AT BORDERS AND PENETRATIONS TO PROVIDE A NEAT, PRECISE FIT.

C. ARRANGE DIRECTIONALLY PATTERNED ACOUSTICAL PANELS AS INDICATED ON DRAWINGS .

SECTION 09 65 13 - RESILIENT BASE AND ACCESSORIES

1.1 SECTION REQUIREMENTS A. SUBMITTALS: PRODUCT DATA. B. EXTRA MATERIALS: DELIVER TO OWNER AT LEAST 20 LINEAR FEET OF EACH TYPE

AND COLOR OF RESILIENT WALL BASE INSTALLED.

1.2 RESILIENT BASE A. COLOR AND PATTERN: AS INDICATED. B. ASTM F 1861, TYPE TV (VINYL)] TYPE TS (RUBBER, VULCANIZED THERMOSET) OR

TP (RUBBER, THERMOPLASTIC). TYPICAL UNLESS NOTED OTHERWISE C. ASTM F 1861, TYPE TV (VINYL) ONLY WHERE INDICATED. D. GROUP (MANUFACTURING METHOD): I (SOLID). E. STYLE: AS INDICATED. F. MINIMUM THICKNESS: 0.125 INCH (3.2 MM). G. HEIGHT: AS INDICATED. H. OUTSIDE CORNERS: JOB FORMED. I. INSIDE CORNERS: MITERED. J. FINISH: AS SELECTED.

1.3 RESILIENT MOLDING ACCESSORY A. COLOR: AS SELECTED. B. MATERIAL: RUBBER UNLESS NOTED OTHERWISE. C. PROFILE AND DIMENSIONS: AS INDICATED.

1.4 INSTALLATION ACCESSORIES A. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX-MODIFIED,

PORTLAND CEMENT- OR BLENDED HYDRAULIC CEMENT-BASED FORMULATION PROVIDED OR APPROVED BY FLOORING MANUFACTURER FOR APPLICATIONS INDICATED.

B. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY MANUFACTURER TO SUIT PRODUCTS AND SUBSTRATE CONDITIONS.

C. FLOOR POLISH: PROVIDE PROTECTIVE LIQUID FLOOR POLISH PRODUCTS AS RECOMMENDED BY RESILIENT STAIR TREAD MANUFACTURER.

1.5 INSTALLATION A. 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.

E. FLOOR POLISH: REMOVE SOIL, VISIBLE ADHESIVE, AND SURFACE BLEMISHES FROM RESILIENT STAIR TREADS BEFORE APPLYING LIQUID FLOOR POLISH.

SECTION 09 65 16 - RESILIENT SHEET FLOORING

1.1 SECTION REQUIREMENTS A. SUBMITTALS: PRODUCT DATA AND SAMPLES. B. EXTRA MATERIALS: DELIVER TO OWNER AT LEAST 10 LINEAR FEET (, IN ROLL FORM

AND IN FULL ROLL WIDTH, FOR EACH TYPE AND COLOR OF RESILIENT SHEET FLOORING INSTALLED.

1.2 SHEET VINYL FLOOR COVERING A. UNBACKED SHEET VINYL FLOOR COVERING: ASTM F 1913, THICK. B. FIRE-TEST RESPONSE: CRITICAL RADIANT FLUX CLASSIFICATION OF CLASS I, NOT

LESS THAN 0.45 W/SQ. CM PER ASTM E 648. C. SEAMING METHOD: HEAT WELDED.

1.3 LINOLEUM FLOOR COVERING A. FIRE-TEST RESPONSE: CRITICAL RADIANT FLUX CLASSIFICATION OF CLASS I, NOT

LESS THAN 0.45 W/SQ. CM PER ASTM E 648. B. SEAMING METHOD: HEAT WELDED.

1.4 INSTALLATION ACCESSORIES A. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX-MODIFIED,


B. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY MANUFACTURER TO SUIT SHEET FLOOR COVERING AND SUBSTRATE CONDITIONS INDICATED.

C. HEAT-WELDING BEAD: SOLID-STRAND PRODUCT OF FLOOR COVERING MANUFACTURER. 1. COLOR: AS SELECTED OR AS INDICATED.

D. INTEGRAL-FLASH-COVE-BASE ACCESSORIES: 1-INCH- (25.4-MM-) RADIUS COVE STRIP AND SQUARE METAL, VINYL, OR RUBBER CAP; BOTH PROVIDED OR APPROVED BY FLOOR COVERING MANUFACTURER. 1. PROVIDE METAL INSIDE AND OUTSIDE CORNERS AND END STOPS.



B. UNROLL SHEET FLOOR COVERINGS AND ALLOW THEM TO STABILIZE BEFORE CUTTING AND FITTING.

C. MAINTAIN UNIFORMITY OF RESILIENT SHEET FLOORING DIRECTION, AND MATCH EDGES FOR COLOR SHADING AT SEAMS.

D. MINIMIZE NUMBER OF SEAMS; PLACE SEAMS IN INCONSPICUOUS AND LOW-TRAFFIC AREAS, AT LEAST 6 INCHES (152 MM) AWAY FROM PARALLEL JOINTS IN SUBSTRATES.

E. INTEGRAL FLASH COVE BASE: COVE FLOOR COVERINGS [DIMENSION INDICATED] UP VERTICAL SURFACES. SUPPORT ON COVE STRIP AND BUTT AGAINST CAP STRIP. 1. INSTALL METAL CORNERS, END STOPS AND COVE CAPS. 2. APPLY TWO COAT(S).

SECTION 09 65 19 - RESILIENT TILE FLOORING

1.1 SECTION REQUIREMENTS A. SUBMITTALS: PRODUCT DATA AND SAMPLES. B. EXTRA MATERIALS: DELIVER TO OWNER ONE BOX FOR EVERY 50 BOXES OR

FRACTION THEREOF, OF EACH TYPE AND COLOR OF RESILIENT FLOOR TILE INSTALLED.

1.2 FLOOR TILE A. PRODUCTS:

1. AS INDICATED. B. FIRE-TEST RESPONSE: CRITICAL RADIANT FLUX CLASSIFICATION OF CLASS I, NOT

LESS THAN 0.45 W/SQ. CM PER ASTM E 648. C. THICKNESS AND SIZE: AS INDICATED.

1.3 LINOLEUM FLOOR TILE A. FLOOR TILE: ASTM F 2195. B. FIRE-TEST RESPONSE: CRITICAL RADIANT FLUX CLASSIFICATION OF CLASS I, NOT

LESS THAN 0.45 W/SQ. CM PER ASTM E 648.

1.4 THICKNESS AND SIZE AS INDICATED: INSTALLATION ACCESSORIES A. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX-MODIFIED,


B. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY MANUFACTURER TO SUIT RESILIENT PRODUCTS AND SUBSTRATE CONDITIONS INDICATED.



B. LAY OUT TILES SO TILE WIDTHS AT OPPOSITE EDGES OF ROOM ARE EQUAL AND ARE AT LEAST ONE-HALF OF A TILE.

C. MATCH TILES FOR COLOR AND PATTERN BY SELECTING TILES FROM CARTONS IN SAME SEQUENCE AS MANUFACTURED AND PACKAGED. LAY TILES IN PATTERNS INDICATED.

SECTION 09 68 103 - CARPETING

1.1 SECTION REQUIREMENTS A. 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 PROTECTIVE COVERING FOR STORAGE.

1.2 CARPET TILE A. PRODUCTS:

1. AS INDICATED IN THE FINISH LEGEND B. CRITICAL RADIANT FLUX CLASSIFICATION: NOT LESS THAN 0.45 W/SQ. CM PER

ASTM E 648. PART 2 - EXECUTION

2.1 INSTALLATION A. COMPLY WITH CRI 104. B. INSTALLATION METHOD – TILE CARPETING: PARTIAL GLUE DOWN; INSTALL

PERIODIC TILES WITH RELEASABLE, PRESSURE-SENSITIVE ADHESIVE. C. INSTALLATION METHOD – SHEET CARPETING: DIRECT GLUE-DOWN . D. MAINTAIN UNIFORMITY OF CARPET DIRECTION AND LAY OF PILE. AT DOORWAYS,

CENTER SEAMS UNDER DOOR IN CLOSED POSITION. BIND OR SEAL CUT EDGES AS RECOMMENDED BY CARPET MANUFACTURER.

E. INSTALL BORDERS PARALLEL TO WALLS. SECTION 09 91 00 - PAINTING

1.1 SECTION REQUIREMENTS A. SUBMITTALS:

1. PRODUCT DATA. INCLUDE PRINTOUT OF MPI'S "MPI APPROVED PRODUCTS LIST" WITH PRODUCT HIGHLIGHTED.

2. SAMPLES. B. 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 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 SYSTEM AND ON SUBSTRATE INDICATED.

C. USE PAINTS AND COATINGS THAT COMPLY WITH THE FOLLOWING LIMITS FOR VOC CONTENT: 1. WALL LATEX PAINTS: 11 G/L 2 FLAT PAINTS AND COATINGS: 50 G/L. 3. NONFLAT PAINTS, COATINGS: 150 G/L. 4. PRIMERS, SEALERS, AND UNDERCOATERS: 200 G/L.

D. COLORS: AS SCHEDULED. E. BLOCK FILLER: LATEX, INTERIOR/EXTERIOR: MPI #4. F. PRIMERS:

1. PRIMER, QUICK DRY, FOR ALUMINUM, MPI #95. 2. PRIMER, LATEX, FOR INTERIOR WOOD, MPI #39. 3. PRIMER SEALER FOR GYPSUM BOARD INSTITUTIONAL LOW

ODOR/VOC, MPI #149. 4. PRIMER, RUST-INHIBITIVE, WATER BASED, FOR STEEL MPI #107.

G. TOPCOATS: 1. GYPSUM BOARD WALLS: LATEX, INTERIOR, INSTITUTIONAL LOW

ODOR/VOC: MPI #143, MPI #144,, MPI #145 OR, MPI #147 AS APPLICABLE TO GLOSS LEVEL INDICATED ON FINISH SCHEDULE.

2. STEEL; LATEX, HIGH PERFORMANCE ARCHITECTURAL, MPI #141

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 NOT TO

BE PAINTED. MASK ITEMS THAT CANNOT BE REMOVED. REINSTALL ITEMS IN EACH AREA AFTER PAINTING IS COMPLETE.

C. CLEAN AND PREPARE SURFACES IN AN AREA BEFORE BEGINNING PAINTING IN THAT AREA. SCHEDULE PAINTING SO CLEANING OPERATIONS WILL NOT DAMAGE NEWLY PAINTED SURFACES.

1.4 APPLICATION A. 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 ONLY FOR EXTERIOR PAINTING AND WHERE THE USE OF OTHER APPLICATORS IS NOT PRACTICAL.

2. USE ROLLERS FOR FINISH COAT ON INTERIOR WALLS AND CEILINGS. 3. SPRAY FINISH HOLLOW METAL DOORS AND FRAMES

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, BRUSH MARKS, RUNS, ROPINESS, OR OTHER IMPERFECTIONS. USE MULTIPLE COATS TO PRODUCE A SMOOTH SURFACE FILM OF EVEN LUSTER.

1.5 INTERIOR PAINT APPLICATION SCHEDULE A. CONCRETE MASONRY UNITS:

1. LATEX: TWO COATS OVER LATEX BLOCK FILLER. B. STEEL:

1. LATEX: TWO COATS OVER PRIMER. C. ALUMINUM:

1. LATEX: TWO COATS OVER QUICK-DRYING PRIMER FOR ALUMINUM. D. DRESSED LUMBER: INCLUDING ARCHITECTURAL WOODWORK DOORS.

1. LATEX: TWO COATS OVER PRIMER: E. GYPSUM BOARD:

1. LATEX: TWO COATS OVER PRIMER/SEALER.

CONSULTANTS

09 / 16 / 16


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A plain and simple fan for plain, simple air movement.

Basic 6® is for when you basically just need to move some air. If you’re on a budget

and don’t want all the bells and whistles, Basic 6 is the fan for you. Designed and

thoroughly tested by our engineers, Basic 6 offers reliable Big Ass performance and

year-round energy savings, and is backed by a 12-year limited warranty in the US

and Canada.

Features and benefits

• Patented system of six airfoils and cuffed winglets maximizes performance and efficiency, creating a cooling effect of up to 10°F (5.6°C) in summer. In winter, Basic 6 gently pushes down warm air trapped at ceilings, resulting in up to 30% savings on heating costs.

• Industrial-grade motor and gearbox features inline helical-cut gears for efficient, reliable and durable operation, lubricated for life with synthetic oil.

• Patent-pending hub system features machine-cut precision components for a uniform load distribution that promotes overall longevity and durability.

• Wall-mounted NEMA 4X-rated controller employs an easy-to-read LED display in a compact housing with lockout/tagout capability.

• Includes a standard, power-on shutdown fire relay for seamless fire-control panel integration.

• Entire fan is ETL certified to UL 507/CSA C22.2 No. 113, ensuring that your fan meets safety requirements.

The unique aerodynamic design enhances both energy efficiency and airflow by eliminating vortex formation at the airfoil tips.

Basic 6

(877) 244-3267 | BIGASSFANS.COM

12-10-2015

Optional onboard VFD package for simplified installation and reduction in the EMI/RFI associated with lengthy controller to montor runs. See installation guide for further details.

TECHNICALSPECIFICATIONS

Technical SpecificationsModel Basic 6

Number and type of airfoils 6 patented Powerfoil® airfoils

Airfoil finish Mill finish aluminum

Winglet (standard color) Powerfoil winglet (safety yellow)

Fan diameter (A)1 8 ft (2.4 m) 10 ft (3 m) 12 ft (3.6 m) 14 ft (4.3 m) 16 ft (4.9 m) 18 ft (5.5 m) 20 ft (6.1 m) 24 ft (7.3 m)

Fan weight (Not including mount or extension tube)

112 lb (50.8 kg)

125 lb (56.7 kg)

125 lb (56.7 kg)

132 lb (59.9 kg)

155 lb (70.3 kg)

165 lb (74.8 kg)

220 lb (99.8 kg)

235 lb (106.6 kg)

Motor1.0 hp

(0.75 kW)1.0 hp

(0.75 kW)1.0 hp

(0.75 kW)1.0 hp

(0.75 kW)1.5 hp

(1.1 kW)1.5 hp

(1.1 kW)2.0 hp

(1.5 kW)2.0 hp

(1.5 kW)

Maximum speed 176 RPM 140 RPM 111 RPM 94 RPM 87 RPM 85 RPM 69 RPM 61 RPM

Input power and required breaker

100–125 VAC, 50/60 Hz, 1 Φ, 25 A 200–250 VAC, 50/60 Hz, 1 Φ, 15 A 200–250 VAC, 50/60 Hz, 3 Φ, 10 A 400–480 VAC, 50/60 Hz, 3 Φ, 10 A 575–600 VAC, 50/60 Hz, 3 Φ, 10 A

200–250 VAC, 50/60 Hz, 1 Φ, 25 A 200–250 VAC, 50/60 Hz, 3 Φ, 15 A 400–480 VAC, 50/60 Hz, 3 Φ, 10 A 575–600 VAC, 50/60 Hz, 3 Φ, 10 A

Maximum full load current

11.0 A @ 100–125 VAC, 1 Φ 5.5 A @ 200–250 VAC, 1 Φ 3.2 A @ 200–250 VAC, 3 Φ 1.6 A @ 400–450 VAC, 3 Φ 1.3 A @ 575–600 VAC, 3 Φ

9.8 A @ 200–250 VAC, 1 Φ 4.9 A @ 200–250 VAC, 3 Φ 2.4 A @ 400–450 VAC, 3 Φ 1.9 A @ 575–600 VAC, 3 Φ

12.4 A @ 200–250 VAC, 1 Φ 6.2 A @ 200–250 VAC, 3 Φ 3.2 A @ 400–450 VAC, 3 Φ 2.6 A @ 575–600 VAC, 3 Φ

Minimum airfoil clearances required

2 ft (0.6 m) on sides 5 ft (1.5 m) below ceiling deck



Standard mount Small I-beam

Mount options Large I-beam, spanned angle iron, small/large L-bracket, Z-purlins

Controller Variable frequency drive, NEMA 4X

Onboard controller By request

Gearbox Industrial-grade

Sound level at maximum speed2 < 55 dBA

Redundant safety features Airfoil retainers, hub clips, safety cables, Grade 8 bolts

Fire relay Included

Certifications (entire fan) ETL/Intertek-certified to UL 507, CSA C.22.2

Warranty3 12-year limited warranty

1 Other sizes available upon request.2 Fans are sound tested at maximum speed in a laboratory environment. Actual results in field conditions may vary due to sound reflecting surfaces and environmental conditions.3 12 years limited parts (first 3 years covered at 100% and pro-rated thereafter), lifetime airfoils and hub warranty available in the US and Canada; certain exclusions apply. Warranties vary by country. See complete warranty for details.

Basic 6

An ISO 9001:2008 certified company | © 2015 Delta T Corporation dba Big Ass Solutions. All rights reserved.

24 in. (610 mm)

28 in. (711 mm)

45 in. (1143 mm)

A

FIBERGLASS-SANDWICH-PANEL ASSEMBLIES 084523 - 1

SECTION 084523 - FIBERGLASS-SANDWICH-PANEL ASSEMBLIES

1.GENERAL

1. SUMMARY

A. Section includes the insulated sandwich panel system and accessories as shown and specified.

Work includes providing and installing:

1. Wall assemblies

B. Related Sections:

1. <Insert Related Sections>

2. SUBMITTALS

A. Submit manufacturer’s product data. Include construction details, material descriptions, profiles

and finishes of components.

B. Submit shop drawings. Include plans, elevations and details.

C. Submit manufacturer’s color charts showing the full range of colors available for factory

finished aluminum.

1. When requested, submit samples for each exposed finish required, in same thickness

and material indicated for the work and in size indicated below. If finishes involve

normal color variations, include sample sets consisting of two or more units showing

the full range of variations expected.

a. Sandwich panels: 14” x 28” units

b. Factory finished aluminum: 5” long sections

D. Submit Installer Certificate, signed by installer, certifying compliance with project qualification

requirements.

E. Submit product reports from a qualified independent testing agency indicating each type and

class of panel system complies with the project performance requirements, based on

comprehensive testing of current products. Previously completed reports will be acceptable if

for current manufacturer and indicative of products used on this project.

1. Reports required (if applicable) are:

a. International Building Code Evaluation Report (AC 177)

b. Flame Spread and Smoke Developed (UL 723) – Submit UL Card


c. Burn Extent (ASTM D 635)

d. Color Difference (ASTM D 2244)

e. Impact Strength (UL 972)

f. Bond Tensile Strength (ASTM C 297 after aging by ASTM D 1037)

g. Bond Shear Strength (ASTM D 1002)

h. Beam Bending Strength (ASTM E 72)

i. Insulation U-Factor (NFRC 100)

j. NFRC System U-Factor Certification (NFRC 700)

k. Solar Heat Gain Coefficient (NFRC or Calculations)

l. Condensation Resistance Factor (AAMA 1503)

m. Air Leakage (ASTM E 283)

n. Structural Performance (ASTM E 330)

o. Water Penetration (ASTM E 331)

p. 1200°F Fire Resistance (SWRI)

q. Class A Roof Covering Burning Brand (ASTM E 108) (Roof/Skylight only)

3. CLOSEOUT SUBMITTALS

A. Provide field maintenance manual to include in project maintenance manuals.

4. QUALITY ASSURANCE

A. Manufacturer’s Qualifications:

1. Material and products shall be manufactured by a company continuously and regularly

employed in the manufacture of specified materials for a period of at least ten

consecutive years and which can show evidence of those materials being satisfactorily

used on at least six projects of similar size, scope and location. At least three of the

projects shall have been in successful use for ten years or longer.

2. Panel system must be listed by an ANSI accredited Evaluation Service, which requires

quality control inspections and fire, structural and water infiltration testing of sandwich

panel systems by an accredited agency.

3. Quality control inspections shall be conducted at least once each year and shall include

manufacturing facilities, sandwich panel components and production sandwich panels

for conformance with AC177 “Translucent Fiberglass Reinforced Plastic (FRP) Faced

Panel Wall, Roof and Skylight Systems” as issued by the ICC-ES.

B. Installer’s Qualifications: Installation shall be by an experienced installer, which has been in the

business of installing specified panel systems for at least two consecutive years and can show

evidence of satisfactory completion of projects of similar size, scope and type.

5. PERFORMANCE REQUIREMENTS

A. The manufacturer shall be responsible for the configuration and fabrication of the complete

panel system.


1. When requested, include structural analysis data signed and sealed by the qualified

professional engineer responsible for their preparation.

2. Standard panel system shall have less than 0.01 cfm/ft² air leakage by ASTM E 283 at

6.24 PSF (50 mph) and no water penetration by ASTM E 331 at 15 PSF; and structural

testing by ASTM E 330.

3. Structural Loads (Wall Assemblies). Provide system capable of handling the following

loads:

a. Positive Wind Load (PSF): 20 PSF

B. Deflection Limits:

1. Wall Panel Assemblies: Limited to L/120 of clear span for each assembly component.

6. DELIVERY, STORAGE AND HANDLING

A. Deliver panel system, components and materials in manufacturer’s standard protective

packaging.

B. Store panels on the long edge; several inches above the ground, blocked and under cover in

accordance with manufacturer’s storage and handling instructions.

7. WARRANTY

A. Provide manufacturer's and installer's written warranty agreeing to repair or replace panel

system work, which fails in materials or workmanship within one year from the date of

delivery. Failure of materials or workmanship shall include excessive deflection, deterioration

of finish on metal in excess of normal weathering, defects in accessories, insulated translucent

sandwich panels and other components of the work.

2.PRODUCTS

1. MANUFACTURER

A. The basis for this specification is for products manufactured by Kalwall Corporation. Other

manufacturers may bid this project subject to compliance with the performance requirements of

this specification and submission of evidence thereof. Listing other manufacturers’ names in

this specification does not constitute approval of their products or relieve them of compliance

with all the performance requirements contained herein.

B. Kalwall Corporation, Tel: (800) 258-9777 – Fax: (603) 627-7905 – Email: [email protected]

C. Requests for substitutions considered in accordance with provisions of Section 01600.


2. PANEL COMPONENTS

A. Face Sheets:

1. Translucent faces: Manufactured from glass fiber reinforced thermoset resins,

formulated specifically for architectural use.

a. Thermoplastic (e.g. polycarbonate, acrylic) faces are not acceptable.

b. Face sheets shall not deform, deflect or drip when subjected to fire or flame.

2. Interior face sheets:

a. Flame spread: Underwriters Laboratories (UL) listed, which requires periodic

unannounced retesting, with flame spread rating no greater than 50 and smoke

developed no greater than 250 when tested in accordance with UL 723.

b. Burn extent by ASTM D 635 shall be no greater than 1”.

3. Exterior face sheets:

a. Color stability: Full thickness of the exterior face sheet shall not change color more

than 3 CIE Units DELTA E by ASTM D 2244 after [5]years outdoor South Florida

weathering at 5° facing south, determined by the average of at least three white

samples with and without a protective film or coating to ensure long-term color

stability. Color stability shall be unaffected by abrasion or scratching.

b. Strength: Exterior face sheet shall be uniform in strength, impenetrable by hand

held pencil and repel an impact minimum of 70 ft. lbs. without fracture or tear

when impacted by a 3-1/4” diameter, 5 lb. free-falling ball per UL 972.

c. Strength: Exterior face sheet shall be uniform in strength, with panel meeting

ASTM E1996 and ASTM E1886 or TAS 201, 202 and 203.

d. Erosion Protection: Integral, embedded-glass erosion barrier.

4. Appearance:

a. Exterior face sheet: Smooth, .070 inch thick and Crystal in color.

b. Interior face sheet: Smooth, .045 inch thick and White in color.

c. Face sheets shall not vary more than ± 10% in thickness and be uniform in color.

B. Grid Core:

1. Thermally Broken Composite I-beam grid core shall be of 6063-T6 or 6005-T5 alloy

and temper with provisions for mechanical interlocking of muntin-mullion and

perimeter. Width of I-beam shall be no less than 7/16”.

2. I-beam Thermal break: Minimum 1”, thermoset fiberglass composite.

C. Laminate Adhesive:


1. Heat and pressure resin type adhesive engineered for structural sandwich panel use,

with minimum 25-years field use. Adhesive shall pass testing requirements specified by

the International Code Council “Acceptance Criteria for Sandwich Panel Adhesives".

2. Minimum tensile strength of 750 PSI when the panel assembly is tested by ASTM C

297 after two exposures to six cycles each of the aging conditions prescribed by

ASTM D 1037.

3. Minimum shear strength of the panel adhesive by ASTM D 1002 after exposure to four

separate conditions:

a. 50% Relative Humidity at 68° F: 540 PSI

b. 182° F: 100 PSI

c. Accelerated Aging by ASTM D 1037 at room temperature: 800 PSI

d. Accelerated Aging by ASTM D 1037 at 182° F: 250 PSI

3. PANEL CONSTRUCTION

A. Provide sandwich panels of flat fiberglass reinforced translucent face sheets laminated to a grid

core of mechanically interlocking I-beams. The adhesive bonding line shall be straight, cover

the entire width of the I-beam and have a neat, sharp edge.

1. Thickness: 2-3/4 inches

2. Light transmission: 20%

3. Solar heat gain coefficient .28

4. Panel U-factor by NFRC certified laboratory:

a. 2-3/4”thermally broken grid .23

5. Complete insulated panel system shall have NFRC certified U-factor of .28

6. Grid pattern as viewed: Nominal size 12”x24” ; pattern Shoji

B. Standard panels shall deflect no more than 1.9” at 30 PSF in 10’-0” span without a supporting

frame by ASTM E 72.

C. Standard panels shall withstand 1200° F fire for minimum one hour without collapse or exterior

flaming.

D. Thermally broken panels: Minimum Condensation Resistance Factor of 80 by AAMA 1503

measured on the bond line.

4. BATTENS AND PERIMETER CLOSURE SYSTEM

A. Closure system :Wall:

1. Thermally Broken extruded aluminum 6063-T6 and 6063-T5 alloy and temper clamp-

tite screw type closure system.

B. Sealing tape: Manufacturer's standard, pre-applied to closure system at the factory under

controlled conditions.

C. Fasteners: 300 series stainless steel screws for aluminum closures, excluding final fasteners to

the building.


D. Finish:

1. Manufacturer's factory applied finish, which meets the performance requirements of

AAMA 2604. Color to be selected from manufacturer's standards.

3.EXECUTION

1. EXAMINATION

A. Installer shall examine substrates, supporting structure and installation conditions.

B. Do not proceed with panel installation until unsatisfactory conditions have been corrected.

2. PREPARATION

A. Metal Protection:

1. Where aluminum will contact dissimilar metals, protect against galvanic action by

painting contact surfaces with primer or by applying sealant or tape recommended by

manufacturer for this purpose.

2. Where aluminum will contact concrete, masonry or pressure treated wood, protect

against corrosion by painting contact surfaces with bituminous paint or method

recommended by manufacturer.

3. INSTALLATION

A. Install the panel system in accordance with the manufacturer's suggested installation

recommendations and approved shop drawings.

1. Anchor component parts securely in place by permanent mechanical attachment system.

2. Accommodate thermal and mechanical movements.

3. Set perimeter framing in a full bed of sealant compound, or with joint fillers or gaskets

to provide weather-tight construction.

B. Install joint sealants at perimeter joints and within the panel system in accordance with

manufacturers suggested installation instructions.

4. FIELD QUALITY CONTROL (Roof/Skylight)

A. Water Test: Installer to test skylights according to procedures in AAMA 501.2.

B. Repair or replace work that does not pass testing or that is damaged by testing and retest work.


5. CLEANING

A. Clean the panel system interior and exterior, immediately after installation.

B. Refer to manufacturer's written recommendations.

END OF SECTION 084523

CONSULTANTS

09 / 16 / 16


SEAL

FOR BIDDING

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BIC

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2825

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2322

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SHEET TITLE



A-006

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SLIM SLABPorcelain

ARCHHITTECCTTUUURRRAAALLL CCEERRAAMMMICCCSSS

WEBSITE LINKS

PLEASE NOTE THESE LINKS ARE CASE SENSITIVE

Installation Brochure

PRODUCT BROCHURE: www.architecturalceramics.com/Datasheets/SLIMSLAB.pdf

INSTALLATION BROCHURE: www.architecturalceramics.com/Datasheets/SLIMSLABINSTALLATION.pdf

VIDEO ON MITERING: www.architecturalceramics.com/Datasheets/SLIMSLAB-MITERS.mp4

VIDEO ON HANDLING: www.architecturalceramics.com/Datasheets/SLIMSLAB-HANDLING.mp4

VIDEO ON CUTTING: www.architecturalceramics.com/Datasheets/SLIMSLAB-CUTS.mp4

VIDEO ON EXTERIOR INSTALLATION: www.architecturalceramics.com/Datasheets/SLIMSLAB-EXTERIOR.mp4

www.architecturalceramics.com

SLIM SLAB INSTALLATION BROCHURE ARCHIITEECCTTUUURRRAAALLL CERRAAMMMIICCCSSS


Example A A-frame

With 50 pieces max.

Example B Flat Crate

With 12 pieces max.

A-frame shown being unloaded from container

1. SHIPPING

5’x10’ panels may be transported vertically (see example A) or horizontally (see example B). Vertical transportation is preferred by

using “A-frame” packaging.

GENERAL INSTRUCTIONS

• A-frame packaging can hold up to 50 pieces of 5’x10’ porcelain panels vertically

• Flat crates can hold up to 12 panels. No more than six flat crates may be stacked on top of each other in a 20 ft. container.

• Full 20 ft. containers contain approximately 150 pieces (Three A-frames).

• Other size packaging:

15”x30”, 30”x30”, and 30”x60” are regularly packaged in a box and shipped on traditional pallets.

60”x60” are shipped flat on reinforced crates – 24 pcs per crate

2. PRODUCT IDENTIFICATION

Each full crate will include a product sticker with product description and code along with a packing slip for details of shipment

and material. All smaller shipments will only include the packing slip.



• It is important to examine any shipment to notate any damage on BOL or a claim may be refused.

• If you detect any defect after taking delivery of the panels, and prior to cutting, do not proceed with the processing and

contact your sales or customer service representative ask to return the panels immediately.

• Transport of 12 panels or less should be shipped in open A-frame with flat back support.

• When moving the panels vertically, be sure to use proper base support to stand the panels. Two wood blocks about 2” thick

and 24” apart from each end of panel is recommended.

3. HANDLING

When taking delivery of Slim Slab large porcelain panels, please make sure of the following:

• Please use proper tools to move the large porcelain panels. Recommended tools include:

A. Suction cup handles

B. Free-move by Raimondi or similar

C. Forklift pinch clamp by Abaco Machines or similar

Example of suction cup handle being used. Panel weight is approx. 150 lbs and no more than 2 people are suggested to move

Example of forklift boom & pinch clamp

SLIM SLAB INSTALLATION BROCHURE ARCHIITEECCTTUUURRRAAALLLCERRAAMMMIICCCSSS

FABRICATION OF Slim Slab LARGE PORCELAIN PANELS

When fabricating Slim Slab large porcelain panels, a variable speed right angle grinder is strongly suggested to reduce vibration and

possible cracking. Diamond blades or diamond drill bits should be used for various cuts.

DESIGN AND FABRICATION GUIDE


1. FULL CUTS

The “score and snap” is the preferred method for straight cuts (from one end of the panel to the other) using a recommended tool

such as Raimondi Free-Cut or equivalent.

When planning a plunge cut, drill a 1” relief hole at the termination point of the cut, prior to beginning the cut. Always cut towards

the relief hole.

When planning a “U” shaped cut, mark and drill relief holes where the cut lines will intersect.

Always make the shortest cuts first.

When planning an “L” shaped cut, mark and drill relief holes where the cut lines will intersect. Always cutting the shortest length first,

and cutting towards the relief hole.

When planning a cut that will be the full length of the panel, either with a plunge cut, or starting at the edge, mark and drill a relief

hole at the termination point of the cut, then cut towards the relief hole.

1. PLUNGE CUTS

When making a plunge cut, drill a relief hole 1” in diameter near the end of the cut.

IMPORTANT: Always cut toward the relief hole. (Please see following images)



3. KITCHEN / VANITY CABINETS

Prior to installing counter tops, care should be taken to check the cabinets and base units for the following: Strong and stable - All

units are fastened to both the wall and between the base units.

Cabinets are leveled properly. The top of the cabinets must be plumb, true, and flat. Make sure that the level does not vary more than

1/16” over 10’. Remove any nails, screws or sharp edges from the surfaces where the tops would be placed.

When cutting a “U” shaped piece, mark, and drill relief holes where the cut lines intersect, always making the shortest cut first.

When cutting an “L” countertop, drill relief holes where the cut lines intersect, always making the shortest cut first.

4. INSTALLATION OF COUNTER TOPS

No two kitchen counter tops are the same; however there are some general guidelines for installing Slim Slab large porcelain panel

counter tops. You must insure that there is proper support for the counter top. The base support installation for the counter top

depends if it is existing or new.

Rarely will all the walls be perfectly square. Please make allowance for such imperfections prior to cutting.

Counter tops should be placed on a very sound and solid frame or a base which is perfectly plumb, level and true.

There are various ways to apply our panels for a counter top. Large porcelain panels can be installed over existing tile, stone, or other

solid surfaces. New installation over MDF, cement board, Kerdi board, etc. is also suitable.

SLIM SLAB INSTALLATION BROCHURE ARCHITEECCTTUUURRRAAALLL CERRAAAMMMIICCCSSS


Please follow the suggested instructions for your preference of installation.

A. OVER EXISTING TILE/STONE/OTHER SOLID SURFACES

Slim Slab large porcelain panels are ideal for placement on top of existing tile, stone, or solid surfaces. The surface area must

be clean from debris. An epoxy mortar or equivalent is recommended to adhere the porcelain panels to the existing surface.

B. NEW INSTALLATION

The complete surface area of the counter top must be supported over the kitchen cabinets with full width self-supporting

underlay made up of either plywood or MDF (medium density fiber board) with a waterproofing mat (i.e. Ditra by Schluter®)

or waterproofing membrane (i.e. AquaDefense by MAPEI) with a minimum thickness of 3/4” of recommended adhesives.

More so recommended is the use of Kerdi Board by Schluter® in desired thickness (1/2” to 2” offered), with thinset

application using proper trowel and large porcelain panels on top. Kerdi Board offers a sturdy material that will not expand

due to moisture and offer top support.

Colored or tinted epoxy glue such as Akemi or equivalent are often used to fill edges and bring the pieces together to form

a smooth transition.

SLIM SLAB INSTALLATION BROCHURE ARCHITEECCTTUUURRRAAALLL CERRAAMMMIICCCSS

INSTALLATION WITH CUT OUTS AND JOINTS


1. CUT OUTS (i.e. PLUMBING FIXTURES)

For plumbing fixtures (circular cut outs), a circular diamond drill bit must be used with a variable speed grinder.

Example of initial drawing for plumbing

fixtures cut out

Image shows contact of variable speed

grinder with diamond circular bit

For straight lined cut outs, a variable speed grinder with continuous rim diamond blades must be used. Release holes or cuts before

planning a square or rectangular shape are necessary.

Example of variable speed grinder using diamond blade to make straight line cut

out

Clean cut out complete

Where possible, it is best to fabricate plumbing and electrical niches and holes after the panel is already installed with thin set on wall

or floor to avoid possible cracking during transportation. Holes and cuts weaken the body of the panels and movement stress may

cause damages. If it is not possible to cut with multiple holes or square/rectangular cuts (fireplace, sink, etc.) after panel is installed,

create full support with plywood or MDF panel template with same shapes and cuts to attach and transport the porcelain panel.

Support panels should only be detached when porcelain panels are fully bonded to the wall or floor. It is also possible to move panels

with proper moving tools made of multiple suction cups to avoid tension of the panel after it is cut.

2. COUNTERTOP SEAMS

Do not place seam within 6 inches of a planned cut out, such as for a sink, cook top, etc.

Architectural Ceramics does not recommend installing “L” shaped counter tops without a seam at the corner of the “L “shape, due

to various mechanical stresses to be experienced by such tops after installation unless proper support already is established prior to

moving. Fabricator should use their discretion when fabricating.



3. APPLIANCES AND PORCELAIN PANELS FOR COUNTERTOP

• All care should be taken when installing appliances, Refer to the manufacturer’s instruction manual prior to the installation

of appliances, cooktops, sinks, etc.

• Center all the appliances in the cut out and make sure that you allow a minimum of 1/8” space between the inside edges

of the appliance and cut out walls.

• All the seams in the tops should be well supported from underneath.

• All the seams should be properly cleaned with acetone or denatured solution to get rid of dust and grime.

• All the sides of the seams should be grooved or slotted in the middle so that the glue joining the two panels will be well

distributed for good adhesion.

• Check that the top is leveled properly and is plumb and true.

• Ensure that the seams are perfect and then place clamps until the adhesive sets properly.

Do not use any mechanical fasteners like screws and nails to Slim Slab large porcelain panels.

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SLIM SLAB INSTALLATION BROCHURE ARCHITEECCTTUUURRRAAALLLCERRAAAMMMIICCCSSS


• Position all the appliances in place and make sure that the seals provided with the appliances are properly placed prior

to tightening the fasteners. All fasteners should be only finger tight, never use force in tightening the fasteners.

• Any appliances weighing more than 11lbs should be adequately supported by the cabinet frames.

• Sinks may be under mounted, see example below.

4. OVER HANG

If the overhang is less than 20” then general practice is to provide a support base made up of cement board, MDF, Kerdi board, etc.

5. BULLNOSE FABRICATIONThe porcelain panels can be polished with a combination of standard polishing tools.

SLIM SLAB INSTALLATION BROCHURE ARCHIITEECCTTUUURRRAAALLL CERRAAMMMIICCCSS


6. MITERED EDGES

Material can be mitered using proper tools. Colored or tinted epoxy glue such as Akemi or equivalent are often used to fill edges and

bring the pieces together to form a smooth transition. Please see image below of 45 degree miter cut.

7. INSTALLATION OF BACKSPLASH

Slim Slab large porcelain panels are ideal for a backsplash application behind wash basins, sinks, and behind cook tops and can be

installed over existing stone, tile, or sold surface or as a new installation.

WALL AND FLOOR INSTALLATION

1. INTERIOR CLADDING WALLS

Slim Slab large porcelain panels can be used for all internal cladding of walls and vertical applications. The installation of vertical

panels varies from location to location.

It is generally suggested thin set application over cement board or solid surface.

2. EXTERIOR CLADDING WALLS

Slim Slab large porcelain panels can be used for all exterior wall applications using mechanical fastening systems, safety hooks, etc.



3. FLOOR INSTALLATION

Slim Slab large porcelain panels for a floor application are an excellent choice that offers the flexibility and visual impact not previously

available in the market place. Slim Slab porcelain panels can be installed over concrete slabs, solving the presence of eventual

concrete cracks and respecting expansion joints. Concrete slab flatness should be within ANSI standards (1/8” in 10’).

Contractor should strive for full mortar coverage on the back of the tile (full skim coat to back panel before installing the floor is

essential). It is imperative to have sufficient mortar under the body of the tile and at the tile edges for full support. It is commonly

suggested to consider a 50 lb. bag of premium thin set for each full 5’x10’ size porcelain panel. 3/8” thickness of the mortar thin-set

is recommended. Self-leveling systems are recommended to achieve proper final floor installation. Fill any voids with the mortar for

complete support.

Proper tools and techniques need to be used to fully ensure full bond and air to move out of the panel after first installation.

Example of full skim coat being applied

Example of proper full mortar coverage

The adhesive manufactures have vast experience in the installation of a tiling system using porcelain tiles and large porcelain panels.

Accordingly, we strongly recommend that the installer should consult the relevant manufacturers and seek their advice prior to

installation of Slim Slab products including our large porcelain panels.

Self-leveling system being used for floor installation

SLIM SLAB INSTALLATION BROCHURE ARCHITEECCTTUUURRRAAALLL CERRAAAMMMIICCCSSS

4. FOREIGN MATERIAL

If food, chewing gum, nail polish, paint or any other foreign material is found sticking to the top/floor, simply scrape away the material

with a sharp blade or sharp plastic scraper. The use of a metal scraper may leave grey metal marks on the surface, and nylon scouring

pad can easily remove them. Wash and rinse the surface in the normal way with water. Please refer to the recommended cleaners

chart page.

5. MAINTENANCE OF FLOORS

Dust, grit, and barrier materials from the floors should be removed on a daily basis by sweeping with a soft brush and when necessary

by use of a machine.

Sand can scratch the floor and those surfaces should always be kept free from dust, sand and soil. Slim Slab large porcelain panel

surfaces can be easily cleaned with warm water and mild household detergent, using a standard mop. Make sure the floor is

completely dry before allowing it to be walked on.

6. ADVICE TO THE INSTALLER

Please always follow proper initial cleaning regiment.

LIMITATIONS AND RESPONSIBILITIES

We have taken every care to provide complete information in this document; this information should be used as a guide in the

design, installation and care of Slim Slab large porcelain panels. No warranty, however implied or expressed, is given in relation to the

procedures outlined in this technical information except that is required by industry standards.

Architectural Ceramics assumes that the designers, fabricators and installers using our large porcelain panels, are familiar with all

aspects outlined in the information provided and strictly adhere to the recommendations and specifications described herein and by

ANSI industry standards. Any deviation from the recommended guidelines may result in the products not performing as expected and

may result in the warranty becoming null and void.

Though every care and precaution has been taken in the preparation of this document, Architectural Ceramics assumes no responsibility

for errors and or omissions, or for the damages resulting from the use of information contained in the information hereby provided.

Architectural Ceramics shall not be liable for any loss of profit or any other loss or damage caused or alleged to have been caused

either directly or indirectly as a result of any person solely relying upon any information contained in this manual.

Architectural Ceramics reserves to change or modify this manual or its electronic version from time to time without notice, it is the

responsibility of the consumer to consult or contact Architectural Ceramics for the latest version or updates.

CONTACT INFORMATION:


1.800.287.1742

For general sales inquiries: [email protected]

Headquarters: 800 E Gude Dr Suite F, Rockville, MD 20850

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DEMOLITION PLAN







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DOOR TO BE DEMOLISHED

FIXTURE/CASEWORK TO BE DEMOLISHED

PLUMBING FIXTURES TO BE DEMOLISHED

1. CAREFULLY REMOVE ALL INDICATED DOORS AND FRAMES AND RETAIN FORREUSE AS NOTED.

2. CAP ALL AFFECTED WATER AND SANITARY SEWER LINES PER CODE.

3. ELECTRICIAN IS TO DISCONNECT ALL AFFECTED ACTIVE CIRCUITS AT THEPANEL PRIOR TO DEMOLITION.

4. REFERENCE RECYCLING SPECIFICATION FOR ALL DEMOLISHED DEBRIS.

5. ALL EXISTING FINISHES SHALL BE REMOVED BEFORE INSTALLATION OF NEWFINISHES.

6. ALL CRACKS, CHIPS, HOLES, MISSING PIECES, ETC. OCCURING IN EXISITINGCONSTRUCTION SHALL BE REPAIRED PRIOR TO INSTALLING NEW FINISHES ORREPAINTING.

7. VERIFY FIXTURES TO BE REMOVED WITH OWNER.

8. REVIEW DEMOLITION PLAN WITH OWNER PRIOR TO START. AND VERIFY WITHALL MISCELLANEOUS EQUIPMENT TO BE DEMOLISHED NOT SHOWN ON PLAN.

1. CREATE OPENING IN WALL FOR NEW DOOR PER DOOR SCHEDULE. INSTALLCMU LINTEL AND BLOCK INFILL PER DETAIL ON A-501

2. DEMOLISH PORTION OF CMU WALL FOR NEW WATER COOLER LOCATION

3. EXISTING TO REMAIN BASKET BALL GOAL. STRUCTURE TO BEREFURBISHED AND REPAINTED. INSTALL NEW SMALL MOTOR AND CHAIN &NEW BACKBOARDS TO ATTACH TO EXISTING BUILDING STRUCTURE.LIFETIME 52" BASKETBALL BACKBOARD AND RIM COMBO.

4. REPAIR EXISTING BLOCK WALL & PATCH/ INFILL WITH NEW BLOCK

5. DEMOLISH ALL FLOORING, WALL TILE, CEILINGS, LIGHTS , EQUIPMENT,PLUMBING FIXTURES, ECT. & ENTER INTO RECYCLING PROGRAM

6. MEDIA BLAST CMU WALLS IN ROOM TO REMOVE EXISTING FINISHES ONWALL. PREP WALL TO RECIEVE NEW FINISHES AS SCHEDULED

7. DEDUCT ALTERNATE #1: PROVIDE PRICING FOR PARTITALLY DEMOLISHINGEXTERIOR WALL TO INSTALL NEW 10' KALWALL SYSTEM. REFER TOELEVATIONS AND SPECIFICATIONS/ DETAILS.

0

TO BE DEMOLISHED:

EXISTING:

DEMOLITION KEY NOTES

DEMOLITION GENERAL NOTES

WALL SCHEDULE

DEMOLITION SYMBOL LEGEND

EXISTING CMU:

A

A

C

C

D

D

E

E

B

B

PLANNORTH

11

22

8" 3'-6" 2'-4" 3'-1" 1'-4" 3'-2"

3'-2" 10"

5'-3

"10

1/2

"

0303

0104

0505

0505

0505

06060606

07

07

02

0606

0505

0505

0606

0606

SCALE: 1/4" = 1'-0"13 DEMOLITION PLAN - 1ST FLOOR

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DEMOLITION REFLECTEDCEILING PLAN







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PLANNORTH

22'-4" TO UNDERSIDE OF BEAM

23'-3" TO UNDERSIDE OF PURLIN

20'-0" TO UNDERSIDE OF DECK AT WALL

8'-0"

8'-0"

8'-0"8'-0"

8'-0"

24'-0" TO UNDERSIDE OF DECK AT RIDGE

0101

0303

0303

03030303

01010101

0101

0202

0101

0101

04

04

1. ALL EXISTING FIXTURES ARE TO BE DEMOLISHED AS NOTED.

2. RELOCATE ALL EXISTING HVAC DIFFUSERS, ECT. AS REQUIRED PER NEWCEILING PLAN LAYOUT.

3. ALL FIXTURES TO BE DEMOLISHED TO BE ENTERED IN RECYCLINGPROGRAM BY CONTRACTOR. ANY CREDIT PROVIDED TO CONTRACTORMUST BE REPORTED TO OWNER.

1. MEDIA BLAST UNDERSIDE OF ROOF AND PURLINS TO FULLY REMOVEEXISTING INSULATION & PREP SURFACE FOR NEW INSULATION

2. DEMOLISH ALL LIGHTING & ENTER INTO RECYCLING PROGRAM

3. DEMOLISH DRYWALL CEILING

4. DEMOLISH CEILING MOUNTED AIR HANDLER UNIT & REPLACE WITH NEWREFLECTED CEILING PLAN NOTES

0

RCP DEMO NOTES

RCP DEMO KEY NOTES

SCALE: 1/4" = 1'-0"13 DEMOLITION - REFLECTED CEILING PLAN

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LIFE SAFETY PLAN







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1. SEE SHEET A-001 FOR FULL CODE DATA, INCLUDING BUILDINGCONSTRUCTION, AREA, OCCUPANT LOADS, BUILDING EXITING, AND FIREDETECTION/ SUPPRESSION.

2. REFER TO DESIGN BUILD MEP DRAWINGS FOR FIRE ALARM PLAN

3. REFER TO FLOOR PLAN FOR FIRE EXTINGUISHER CABINET LOCATIONS

BUILDING IS NON SPRINKLERED

AREA SQUARE FOOTAGE:

AREA OF RENOVATIONS: 4,058 SQ. FT.

OCCUPANT LOAD: (4,048 / 50) = 82 OCC.

TRAVEL DISTANCE:(MAXIMUM = 200'-0")

ACTUAL DISTANCE = 64'-9"

LIFE SAFETY GENERAL NOTES

LIFE SAFETY INFO

SCALE: 1/8" = 1'-0"13 LIFE SAFETY PLAN - IST FLOOR

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FLOOR PLAN







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100A

100B

101

102 103

104

105

A

A

C

C

D

D

E

E

B

B

PLANNORTH

+43+43

FEC

FEC

11

22+7

4

+50

+50

13A-201

A-202

15A-201

9A-202

29

30

A-203

23

22

A-203

37

40

36

39 A-203

16

18

15

19 A-203

16

15

18

19 A-204

B B

0101

02

02

03

03

04

05

06

0707

0707

0707

0808 0808

09

E

C

D

A

F F

A A

STATIONARYBIKES

ELLIPTICAL

TREADMILL

TREADMILL

OVE

RH

EAD

AB

BALL

RAC

K

MIRRORS

MULTI-STATIONMACHINE

MULTI-BICEPSMACHINE

KNEE RAISESMACHINE

FD

FD

GFIGFI

AED

AED

WEIGHT ROOM105

MECH ROOM104

F TLT103

M TLT102

GYM100

HALL101

XX

X

(ONLY NEW POWER OUTLET LOCATIONS ARE SHOWN ONDRAWINGS)

DUPLEX RECEPTACLE @ 18" A.F.F. U.N.O.- INSTALL CONDUIT ONBLOCK WALLS AND PAINT TO MATCH ADJACENT WALL COLOR ASSPECIFIED

QUADRAPLEX RECEPTACLE @ 18" A.F.F. U.N.O. - INSTALLCONDUIT ON BLOCK WALLS AND PAINT TO MATCH ADJACENTWALL COLOR AS SPECIFIED

GROUND FAULT INTERCEPTOR OUTLET

LINEAR SCHLUTER KERDI-LINE FLOOR DRAIN. RE: DETAILS ONSHEET A-501

SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/EXTINGUISHER. REFER TO DETAIL ON SHEET A-501

DOOR TAG. REFER TO DOOR SCHEDULE

FIXTURE TAG

CEILING MOUNTED SHOWER CURTAIN & ROD- PROVIDED ANDINSTALLED BY G.C.

COAT HOOK PER ACCESSORY SCHEDULE

TOWEL BAR PER ACCESSORY SCHEDULE

AUTOMATED EXTERNAL DEFIBRILLATOR

FEC

FD

GFI

1. GRIND EXISTING CONCRETE SLAB DOWN TO SLOPE FLOOR 1/8" PER FOOTTOWARDS NEW LINEAR TRENCH DRAIN.

2. NEW OVERHEAD BRACED, FLOOR MOUNTED TOILET PARTITIONS (& URNIALSCREEN) PER FINISH LEGEND

3. DEDUCT ALTERNATE #1: NEW 10' KALWALL SYSTEM ABOVE EXISTING TOREMAIN CMU BLOCK WALL. REFER TO ELEVATIONS AND DETAILS FORSPECS.

4. INSTALL NEW OWNER PROVIDED TV ON WALL MOUNTED TV SWIVEL ARM(COLOR BLACK) G.C. TO PROVIDE AND INSTALL TV ARM. RE: ELEVATIONSFOR INSTALL HEIGHT

5. ALL WALL PARTITION STUDS AND FASTENERS IN WET ENVIRONMENTS(RESTROOMS, SHOWERS) ARE TO BE GALVANIZED. RE: PARTITION TYPES

6. INFILL EXISTING OPENING WITH CMU BLOCK TO MATCH ADJACENT CMUWALL.

7. USE BLOCK FILLER ON ALL CMU WALLS IN ROOM & THEN APPLY PAINTFINISH PER FINISH SCHEDULE

8. UTILIZE SCHLUTER KERDI- SHOWER KIT MEMBRANE SYSTEM IN SHOWERSTALLS ON FLOORS AND WALLS. INSTALL KERDI-LINE LINEAR DRAIN ATCONTROL WALL. RE: SHEET A-501

9. MOP HOLDER AND SHELF LOCATION PER ACCESS. SCHEDULE

A- FLOOR MOUNTED, ELONGATED BOWL, TANK STYLE ADA COMPLAINT WATERCLOSET. COLOR IS TO BE WHITE. PROVIDE MANUF.'S SEAT COVER

B- ADA COMPLIANT WALL HUNG WASH BASIN BY DURAVIT # 232580..30 WITH TAPPLATFORM, BOWL ON LEFT SIDE, 31 1/2" Inch, OVERFLOW & SIPHON FORWASHBASIN WITH OUTLET PIPE 11 3/4"; COLOR: WHITE; SPECIFY WITH ADACOMPLIANT FAUCET AND HANDLES BY KRAUS ITEM: SEDA DOUBLE HANDLEWIDESPREAD BATHROOM FAUCET; FINISH: CHROME

C- ADA COMPLIANT HI-LOW WATER COOLER. REFER TO SHEET A-002 FORMOUNTING HEIGHTS AND CLEARANCES

D- FLOOR MOUNTED 24" X 24" MOP SINK WITH 3" WASTE, 1-1/2" VENT & AIAFAUCET WITH VACCUM BREAKER AND AA HOSE AND BRACKET. INSTALL FRPWALL PANELS AROUND SINK UP TO 4' A.F.F. SPEC. IS PER FINISH LEGEND

E- ADA COMPLIANT WALL HUNG URINAL. COLOR IS TO BE WHITE. REFER TOSHEET A-002 FOR MOUNTAIN HEIGHTS AND CLEARANCES

F- ADA COMPLIANT FIXED SHOWER HEAD WITH 2 WAY DIVERTER, 36" SLIDE BAR,AND SPRAYER UNIT BY AMERICAN STANDARD #1662.223 IN POLISHEDCHROME

1. ALL FURNITURE AND OWNER SUPPLIED EQUIPMENT IS SHOWN FORCOORDINATION PURPOSES ONLY AND IS NOT IN THE CONTRACT U.N.O.

2. TYPICAL PARTITION SHALL BE TYPE A1 UNLESS OTHERWISE INDICATED.

3. ALL BATHROOM FIXTURES ARE TO BE ADA COMPLIANT, INSTALLEDACCORDING TO ADA MINIMUM STANDARDS, AND TO BE PROVIDED WITH ADACOMPLIANT ACCESSORIES AT APPROPRIATE MOUNTING HEIGHTS PER CODESCITED ON COVER SHEET & SHEET A-002.

4. GENERAL CONTRACTOR TO PROVIDE ALL BLOCKING FOR UPPER AND LOWERCABINETS, ACCESSORIES- WHICH INCLUDE BUT ARE NOT LIMITED TO- HAND/GUARD RAIL, CRASH RAIL, GRAB BARS, AND TELEVISIONS.

5. MINIMUM SPACE REQUIREMENTS PROVIDED FOR ENCLOSED PLUMBINGFIXTURE SUPPORTS. SEE DIMENSION PLAN.

6. SEE ROOM FINISH SCHEDULE FOR ALL ROOM ACCESSORIES.

7. G.C. TO COORDINATE POWER OUTLET LOCATIONS IN WEIGHT ROOM #105WITH OWNER'S SELECTED EQUIPMENT POWER REQUIREMENTS & LAYOUT.OUTLETS ON PLAN IN THIS ROOM ARE SHOWN FOR PRICING PURPOSESONLY.

XX

X

EXISTING:

NEW PARTITION TO CEILING:TYPE 'A1' UNO; REFER TO SHEET A-501

PLAN KEY NOTES

PLAN GENERAL NOTES

PLAN SYMBOL LEGEND

WALL SCHEDULE

FIXTURE SCHEDULE

NEW CMU INFILL PARTITION (TO MATCH EXISTING):TYPE 'X1' UNO; REFER TO SHEET A-501

AED

SCALE: 1/4" = 1'-0"13 FLOOR PLAN - 1ST FLOOR

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A

A

C

C

D

D

E

E

B

B

PLANNORTH

11

22

3'-3 1/2"

1'-1

0"

2'-2 1/2" 2'-2 1/2" 6'-9"

5'-2

1/2

"

5'-5 1/2" 3'-6" V.I.F.4'-2" V.I.F. 5'-5 1/2"

3'-1

"9'

-8 1

/2"

2'-7

1/2

"

9'-7 1/2" 8'-11 1/2"

WEIGHT ROOM105

MECH ROOM104

F TLT103

M TLT102

GYM100

HALL101

DIM. PLAN GENERAL NOTES

1. ALL DIMENSIONS ARE FROM THE CENTER LINE OF NEW WALLS AND THEFINSHED FACE OF EXISTING OR EXTERIOR WALLS.

2. ALL DOOR OPENINGS ARE TO BE LOCATED (FROM HINGE SIDE) 4" FROMADJACENT WALLS UNO.

SCALE: 1/4" = 1'-0"13 DIMENSION PLAN - 1ST FLOOR

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NEW REFLECTEDCEILING PLAN







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A

A

C

C

D

D

E

E

B

B

PLANNORTH

3

3

3

11

22

1'-0

"1'

-3"1'

-0" 1'

-6"1'

-0" 1'

-3"1'

-0"

2'-4

"

2'-0" MIN. CLEAR 2'-0" MIN. CLEAR

22'-4" TO UNDERSIDE OF BEAM

23'-3" TO UNDERSIDE OF PURLIN

20'-0" TO UNDERSIDE OF DECK AT WALL

MATCH EXIST.

MATCH EXIST.

MATCH EXIST.

MATCH EXIST.

24'-0" TO UNDERSIDE OF DECK AT RIDGE

0404

05

05

05

05 06

01

02

01

01

02

01

03

07

07

0303

B.A.S.

A1

A1

A1

A1 A1

A1

A1

A1

A1A1A1A1

A1D

A1D

H1

H1H1

A1D

A1D

A1D

A1D

B1

C1

E1

E1

F1F1

F1F1

F1 F1F1F1

F1

F1 F1

F1

G1

TYP.

B1= FLUSH MOUNTED 3 BLADE CEILING FAN (6 SPEED WITHREMOTE CONTROL) BY MATTHEWS FAN COMPANY #EKH-ELIZA-H 3BLADE HUGGER PADDLE; FINISH: BRUSHED NICKLE; BLADECOLOR: GREY ASH TONE; VOLTAGE: 110V; HEIGHT: 9"; DIAMETER:4'-8"; LOCATION: CENTER BETWEEN PAINTED STRIPES ON CEILINGAS INDICATED

INDICATES NEW GYPSUM CEILING TO BE PAINTED (GWB1) U.N.O.

E1= LINEAR RECESSED LED WET LOCATION LIGHT FIXTURE BYPERCISION ARCHITECTURAL LIGHTING #ML5WL-D-MO-K35-CUSTOM LENGTH-R-VR-F01M-TF-120

1. PROVIDE ALL CODE REQUIRED EGRESS LIGHTING & EXIT SIGNAGE.

2. TYPICAL CEILING HEIGHT IS TO MATCH EXISTING.

3. NOT ALL LIGHT FIXTURE LOCATIONS ARE DIMENSIONED, G.C. TO CENTERAND SPACE EQUALLY LIGHTING IN ROOM AS INDICATEDDIAGRAMATICALLY ON REFLECTED CEILING PLAN

4. ALL LIGHT SWITCHES TO BE MOUNTED AT 48" A.F.F. CENTERLINE, MAX. ALLCOVERPLATES TO BE STAINLESS STEEL AND SWITCHES TO BE GRAY

EXHAUST FAN. REFER TO MECHANICAL DRAWINGS

EXIT LIGHT. REFER TO ELECTRICAL DRAWINGS

A1= 6" ROUND RECESSED LED CAN LIGHT

C1= SURFACE MOUNTED LED 1'X4' LIGHT FIXTURE

F1= HIGH BAY LIGHT FIXTURE BY VOIT LITHING - HBF SERIES WITHFULL BODY WIRE GUARD, ALUMINUM REFLECTOR, SWIVELCANOPY SUSPENSION, & CONICLE LENS WITH WIRE GUARD

1. PAINT STRIPE PATTERN ON CEILING TO ALIGN WITH WALL STRIPE (P3)

2. PAINT STRIPE PATTERN ON CEILING TO ALIGN WITH WALL STRIPE (P2)

3. PAINT GWB CEILING (P1)

4. INSTALL NEW BLOWN INSULATION (R-38 VALUE) ON UNDERSIDE OF ROOFAND PURLINS WHERE OLD INSULATION WAS REMOVED. COLOR TO BEWHITE

5. PAINT EXISTING STRUCTURAL BEAMS (P4)

6. PAINT EXISTING STRUCTURAL CABEL TIES (P4)

7. INSTALL NEW CEILING MOUNTED GAS HEATER UNIT WHERE OLD WASREMOVED. MECH. CONTRACTOR TO SIZE UNIT PER SPACE. PAINT WHITETO MATCH CEILING INSULATION

A1

B1

C1

G1= BIGASS FAN PER SPEC. ON A-005

E1

F1

G1

CEILING HEIGHT MARKER

D "D" NEXT TO FIXTURE INDICATES THAT THE FIXTURE IS TOBE DIMMABLE

H1 H1= EXTERIOR WALL SCONCE LIGHT BY LITHONIA D-SERIES SIZE 1LED WALL LUMINAIRE. COORDINATE EXACT MOUNTING HEIGHTWITH OWNER. PROVIDE (1) NEW TIMER AND (1) LIGHTINGCONTACTOR IN MECHANICAL CLOSET TO CONTROL ALL NEWEXTERIOR LIGHTING

0

RCP SYMBOL LEGEND

RCP KEY NOTES

RCP GENERAL NOTES

XX'-X"

SCALE: 1/4" = 1'-0"13 REFLECTED CEILING PLAN - 1ST FLOOR

A-106

CONSULTANTS

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A-201

01539.09

RKM

EXTERIOR ELEVATIONS







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E D C B A

01

03

06 TYP.

A B C D E

13A-202

01

03

03

04

06

07

TYP.

1. REPAIRS TO BE COMPLETED BY G.C. INCLUDE CLEANING AND PAINTINGSTEEL COLUMNS, WALLS, SOFFITS, DOORS, AND DOOR FRAMES.

1. NEW 10' KALWALL PER MANUFACTURER.

DEDUCT ALTERNATE 01: ELIMINATE NEW KALWALL FROM PRICE AND REPAINTEXISTING METAL PANELS.

2. REPLACE LOUVERED VENT FANS WITH NEW TO MATCH. COORDINATEAUTOMATION AND THERMOSTAT WITH FAN MANUFACTURER.

3. FURNISH AND INSTALL NEW TPO MEMBRANE ROOF. COLOR TO BE RED.

ADD ALTERNATE 01: PRICE INSTALLATION OF FAUX STANDING SEAM PURLINSON TPO ROOF.

4. PAINT EXISTING CMU (P- ). COLOR TBD.

5. PAINT EXISTING METAL PANELS (P- ). COLOR TBD.

6. PAINT EXISTING EXTERIOR STRUCTURAL STEEL COLUMNS (P- ). COLORTBD.

7. NEW EXTERIOR SCONCES. SEE REFLECTED CEILING PLAN FOR ALLLOCATIONS. COORDINATE EXACT MOUNTING HEIGHT WITH OWNER.PROVIDE (1) NEW TIMER AND (1) LIGHTING CONTACTOR IN MECHANICALCLOSET TO CONTROL ALL NEW EXTERIOR LIGHTING. FIXTURE TO BELITHONIA D-SERIES SIZE 1 LED WALL LUMINAIRE.

0

ELEVATION GENERAL NOTES

ELEVATION KEY NOTES

SCALE: 1/4" = 1'-0"15 SIDE ELEVATION

A-201

SCALE: 1/4" = 1'-0"13 SIDE ELEVATION

A-201

CONSULTANTS

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A-202

01539.09

RKM

EXTERIOR ELEVATIONS







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WALL ELEVATION

1

2

3 4

2

BACK FASTENED THERMAL BREAK SYSTEM

1

3 4

Facades ● Window Wall Systems ● Back Fastened System

K A L W A L L

®

high performance translucent building systems

1 2

0202

06 06

04

03 07

2 1

0202

06 06

04

03 07

1. REPAIRS TO BE COMPLETED BY G.C. INCLUDE CLEANING AND PAINTINGSTEEL COLUMNS, WALLS, SOFFITS, DOORS, AND DOOR FRAMES.

1. NEW 10' KALWALL PER MANUFACTURER.

DEDUCT ALTERNATE 01: ELIMINATE NEW KALWALL FROM PRICE AND REPAINTEXISTING METAL PANELS.

2. REPLACE LOUVERED VENT FANS WITH NEW TO MATCH. COORDINATEAUTOMATION AND THERMOSTAT WITH FAN MANUFACTURER.

3. FURNISH AND INSTALL NEW TPO MEMBRANE ROOF. COLOR TO BE RED.

ADD ALTERNATE 01: PRICE INSTALLATION OF FAUX STANDING SEAM PURLINSON TPO ROOF.

4. PAINT EXISTING CMU (P- ). COLOR TBD.

5. PAINT EXISTING METAL PANELS (P- ). COLOR TBD.

6. PAINT EXISTING EXTERIOR STRUCTURAL STEEL COLUMNS (P- ). COLORTBD.

7. NEW EXTERIOR SCONCES. SEE REFLECTED CEILING PLAN FOR ALLLOCATIONS. COORDINATE EXACT MOUNTING HEIGHT WITH OWNER.PROVIDE (1) NEW TIMER AND (1) LIGHTING CONTACTOR IN MECHANICALCLOSET TO CONTROL ALL NEW EXTERIOR LIGHTING. FIXTURE TO BELITHONIA D-SERIES SIZE 1 LED WALL LUMINAIRE.

0

ELEVATION GENERAL NOTES

ELEVATION KEY NOTES

SCALE: 1:1.4413 KALWALL BACK FASTENED THERMAL BREAK SYSTEM

A-202 SCALE: 1/4" = 1'-0"9 BACK ELEVATION

A-202

SCALE: 1/4" = 1'-0"11 FRONT ELEVATION

A-202

CONSULTANTS

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A-203

01539.09

RKM

INTERIOR ELEVATIONS-I

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G.C. PROVIDED ANDINSTALLED SHOWER

CURTAIN AND ROD

SLOPE FLOOR TOTRENCH DRAIN 1/8" PER

FOOT

LARGE FORMAT WALL TILE (59" X118") CUT DOWN- UTILIZE WASTE

PIECES WHEREVER POSSIBLE (PT1)

LARGE FORMAT WALL TILE (59" X118") CUT DOWN- UTILIZE WASTEPIECES WHEREVER POSSIBLE (PT1)

3'-4"WALL MOUNTED URNIALPARTITION TO MATCH (TP1)SPEC.

FLOOR MOUNTED, OVERHEADBRACED TOILET PARTITIONS (TP1)

LARGE FORMAT WALL TILE (59" X 118") CUTDOWN- UTILIZE WASTE PIECES

WHEREVER POSSIBLE (PT2). ALIGNGROUT JOINTS WITH FLOOR GROUT

JOINTS

FRAMED SAFETY MIRROR PERACCESS. SCHED.

TALL FRAMED SAFETY MIRROR PERACCESS. SCHED.

SOAP DISPENSER PER ACCESS. SCHED.

WALL HUNG LAVATORY PER SPECWITH WHITE PIPE WRAP

36" H. GRAB BAR BEYONDPER ACCESS. SCHED.

ADA COMPLIANT SHOWER HEADAND SLIDE BAR PER SPEC.

LARGE FORMAT WALL TILE (59" X 118")CUT DOWN- UTILIZE WASTE PIECESWHEREVER POSSIBLE (PT2). ALIGNGROUT JOINTS WITH FLOOR GROUTJOINTS

(PT1) ON END WALL. UTILIZESCHLUTER CORNER PIECES PERDETAIL ON A-502 (TYP. ALLLOCATIONS)

LARGE FORMAT WALL TILE (59" X 118")CUT DOWN- UTILIZE WASTE PIECESWHEREVER POSSIBLE (PT1). ALIGN

GROUT JOINTS WITH FLOOR TILEGROUT JOINTS

LARGE FORMAT WALL TILE (59" X 118") CUTDOWN- UTILIZE WASTE PIECES WHEREVER

POSSIBLE (PT1). ALIGN GROUT JOINTSWITH FLOOR TILE GROUT JOINTS



AIR HAND DRYER PER ACCESSORIESSCHED. INSTALL HEIGHTS PER

SHEET A-002

ADA COMPLIANT RECESSED PAPERTOWEL DISPENSER AND TRASH UNIT

PER ACCESS. SCHED. INSTALLHEIGHTS PER SHEET A-002

INSTALL WINDOW FILM (WF1) ONTHIS SIDE OF DOOR LITE

REFER TO DETAIL ON A-501 FORFLOOR TO WALL SCHLUTER TRANS.

STRIP & WALL CORNER STRIPS (TYP.ALL LOCATIONS)

SHOWER CURTAIN AND RODPROVIDED AND INSTALLED BY

G.C.



18" V. GRAB BAR PERACCESS. SCHED

42" H. GRAB BAR PERACCESS. SCHED.

TOILET TISSUEDISPENSER PER

ACCESS. SCHED.



TOWEL BAR PER ACCESSORIESSCHED.

SHOWER CURTAIN AND RODPROVIDED AND INSTALLED BY G.C.

CEDAR SHOWER SEAT (N.I.C.)

COAT HOOKS. INSTALL ONE AT ADAHEIGHT, RE: A-002


E.T.R. BEAM. PAINT TO MATCHCEILING

TOWEL BAR PER ACCESSORIESSCHED.

SHOWER CURTAIN AND RODPROVIDED AND INSTALLED BY G.C.

CEDAR SHOWER SEAT (N.I.C.)

COAT HOOKS. INSTALL ONE AT ADAHEIGHT, RE: A-002


AIR HAND DRYER PER ACCESSORIESSCHED. INSTALL HEIGHTS PERSHEET A-002

ADA COMPLIANT SURFACE MOUNTEDPAPER TOWEL DISPENSER ANDTRASH UNIT PER ACCESS. SCHED.INSTALL HEIGHTS PER SHEET A-002

INSTALL WINDOW FILM (WF1) ONTHIS SIDE OF DOOR LITE

REFER TO DETAIL ON A-501 FORFLOOR TO WALL SCHLUTER TRANS.STRIP (TYP. ALL LOCATIONS)

SHOWER CURTAIN AND RODPROVIDED AND INSTALLED BYG.C.


18" V. GRAB BAR PERACCESS. SCHED42" H. GRAB BAR PERACCESS. SCHED.

TOILET TISSUEDISPENSER PERACCESS. SCHED.

FLOOR MOUNTED, OVERHEADBRACED TOILET PARTITIONS (TP1)LARGE FORMAT WALL TILE (59" X 118") CUTDOWN- UTILIZE WASTE PIECESWHEREVER POSSIBLE (PT2). ALIGNGROUT JOINTS WITH FLOOR GROUTJOINTS

SOAP DISPENSER PER ACCESS. SCHED.

WALL HUNG LAVATORY PER SPECWITH WHITE PIPE WRAP

TOILET STALL MOUNTEDTISSUE DISPENSER BEYOND

PER ACCESS. SCHED.

36" H. GRAB BAR BEYONDPER ACCESS. SCHED.

ADA COMPLIANT SHOWER HEADAND SLIDE BAR PER SPEC.

LARGE FORMAT WALL TILE (59" X 118")CUT DOWN- UTILIZE WASTE PIECESWHEREVER POSSIBLE (PT2). ALIGN

GROUT JOINTS WITH FLOOR GROUTJOINTS

(WT1) ON END WALL. UTILIZESCHLUTER CORNER PIECES PER

DETAIL ON A-501 (TYP. ALLLOCATIONS)

LARGE FORMAT WALL TILE (59" X 118")CUT DOWN- UTILIZE WASTE PIECESWHEREVER POSSIBLE (PT1). ALIGNGROUT JOINTS WITH FLOOR TILEGROUT JOINTS

LARGE FORMAT WALL TILE (59" X 118") CUTDOWN- UTILIZE WASTE PIECES WHEREVERPOSSIBLE (PT1). ALIGN GROUT JOINTSWITH FLOOR TILE GROUT JOINTS

FRAMED SAFETY TALL MIRRORPER ACCESS. SCHED.

FRAMED SAFETY MIRROR PER ACCESS.SCHED.

G.C. PROVIDED ANDINSTALLED SHOWERCURTAIN AND ROD

SLOPE FLOOR TOTRENCH DRAIN 1/8" PERFOOT


OPEN


SCALE: 3/8" = 1'-0"29 102 M. SHOWER N

A-203

SCALE: 3/8" = 1'-0"30 102 M. SHOWER S

A-203

SCALE: 3/8" = 1'-0"40 102 M. TLT. E

A-203

SCALE: 3/8" = 1'-0"37 102 M. TLT. N

A-203

SCALE: 3/8" = 1'-0"36 102 M. TLT. S

A-203

SCALE: 3/8" = 1'-0"39 102 M. TLT. W

A-203 SCALE: 3/8" = 1'-0"18 103 F. TLT. E

A-203

SCALE: 3/8" = 1'-0"16 103 F. TLT. N

A-203

SCALE: 3/8" = 1'-0"15 103 F. TLT. S

A-203

SCALE: 3/8" = 1'-0"19 103 F. TLT. W

A-203

SCALE: 3/8" = 1'-0"23 103 F SHOWER N

A-203

SCALE: 3/8" = 1'-0"22 103 F SHOWER S

A-203

CONSULTANTS

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SHEET TITLE



A-204

01539.09

RKM

INTERIOR ELEVATIONS-II

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DIGITALWALLCOVERING(WC1)

E.T.R. BEAM, PAINT TOMATCH CEILING

VERTICAL PAINTEDSTRIPE ON WALL (P3).

ALIGN WITH FLOORINGSTRIPES TYP.

VERTICAL PAINTEDSTRIPE ON WALL (P2).

VERTICAL PAINTED STRIPEON WALL (P3)

WALL BASE (WB1)

PAINT (P1)

VERTICAL PAINTED STRIPE ON WALL (P3)VERTICAL PAINTED STRIPE ON WALL (P2)

VERTICAL PAINTED STRIPE ON WALL (P3)

PAINT POWER CONDUITTO MATCH WALL

COLOR (TYP.)

2'-1 1/2" 1'-0" 1'-3" 1'-0" 1'-6" 1'-0" 1'-3" 1'-0"

PAINT (P1). ALIGN WITHFLOOR STRIPES

PAINT (P1)

WALL MOUNTED FRAMEDSAFETY MIRRORS (46" X72") 4 PANELS

WALL BASE (WB1)

INSTALL TV MOVABLE WALLMOUNTED BRACKET FOROWNER'S TV

TV (NIC)

PAINT (P1)

PAINT EXISTINGWINDOW FRAME (P2)

WALL BASE (WB1)

DIGITAL WALLCOVERING (WC1)

WALL BASE (WB1)

PAINT (P1)

PAINT EXISTING WINDOWFRAME (P2)

NEW STOREFRONTANODIZED ALUMIN.DOOR WITH SIDELIGHT PER DOORSCHED.

SCALE: 3/8" = 1'-0"15 105 WEIGHT ROOM E

A-204

SCALE: 3/8" = 1'-0"16 105 WEIGHT ROOM N

A-204

SCALE: 3/8" = 1'-0"18 105 WEIGHT ROOM S

A-204

SCALE: 3/8" = 1'-0"19 105 WEIGHT ROOM W

A-204

CONSULTANTS

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A-501

01539.09

RKM

PARTITION TYPES &INTERIOR DETAILS







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I N N O V A T I V E S O L U T I O N S F O R C E R A M I C A N D S T O N E T I L E

F L O O R D R A I N S F O R B O N D E D W A T E R P R O O F M E M B R A N E S

Schluter®-KERDI-DRAIN and Schluter®-KERDI-LINE floor drains provide a simple and secure connection to bonded waterproof membranes at the top of the assembly via an integrated bonding flange. Thus, the membrane is applied entirely at the surface, with all water directed into the top of the drain.

Application and Function

Schluter ®-KERDI-DRAIN and

Schluter®-KERDI-LINE are specifically

designed for use in bonded waterproofing

assemblies, such as showers, steam rooms,

wet rooms, bathroom floors, commercial

kitchen floors and other applications that

require waterproofing and drainage.

8.2 Schluter®-KERDI-DRAIN is a floor

drain specifically designed to allow

connections to Schluter®-KERDI or

other load-bearing, bonded waterproof

membranes. The membrane is

adhered to the large integrated bonding

flange to form a waterproof connection

at the top of the drain assembly.

KERDI-DRAIN consists of a drain casing and

fully adjustable grate assembly or covering

support to which tile is applied. The grate

assembly accommodates a wide range of

tile thicknesses and allows lateral and tilt

adjustment as well. The covering support

is placed flush with the top of the bonding

flange and can therefore accommodate any

thickness tile covering.

The standard KERDI-DRAIN is attached

directly to the waste line. The drain casing

is available in ABS, PVC, or stainless

steel. The plastic drain casings feature a

fleece-covered bonding flange. They are

available with standard 2" (50 mm) and

3" (75 mm) outlets and attached to the pipe

using an appropriate solvent cement. The

stainless steel drain casings are available

with standard 2" (50 mm) and 3" (75 mm) no-hub outlets and 2" (50 mm) threaded

outlet. The no-hub outlets are attached to

the pipe using an appropriate mechanical

(e.g., flexible or no-hub) coupling. The

threaded outlets are attached to the pipe

using thread sealing compound or tape.

The simple connection to standard drain

outlets makes KERDI-DRAIN suitable for

new construction and renovation.

The KERDI-DRAIN adaptor kit is designed

to convert clamping ring drains by equipping

them with an integrated bonding flange. The

adaptor kit includes a stainless steel adaptor

ring with an over-molded rubber gasket and

a variety of perforated hole patterns that

align with most common clamping ring

shower drains. The adaptor ring replaces

the clamping ring and is attached to the

drain body using the clamping ring bolts.

This connection is made watertight via

the rubber gasket and Schluter®-KERDI-FIX

adhesive/sealant. The integrated bonding

flange slides into the adaptor ring, with

the over-molded rubber gasket ensuring a

watertight seal. Commercial KERDI-DRAIN

adaptor kits feature a 7-1/2" (191 mm) diameter adaptor ring and are available

with a stainless steel bonding flange or an

ABS bonding flange. The ABS bonding

flange is available in two sizes (standard or

extended length) to accommodate different

tile assembly thicknesses. The residential

KERDI-DRAIN adaptor kit features a

FLOOR DRAINS

8.2 Schluter®-KERDI-DRAIN

4-23/32" - 120 mm

2-1/4" -57 mm

7/8" -22 mm

7/8" -22 mm

15/1

6" - 2

4 m

m

5-15/32" - 137 mm

2-1/4" -57 mm

7/8" -22 mm

7/8" -22 mm

15/1

6" - 2

4 m

m

Intermediate placement

Wall placement

8.7 Schluter®-KERDI-LINE

COVE-SHAPED PROFILES

4.21 Schluter®-DILEX-PHKH = mm - in. Item No.

8 - 5/16 PHK 1S 80 + color*10 - 3/8 PHK 1S 100 + color*12.5 - 1/2 PHK 1S 125 + color*

Inside Corner

Outside Corner Inside Corner (2-way)

Inside Corner (3-way)

End Cap

Connector

r = 23/32" -

18.5 mm

= O

= U

U: 9/32" = 7 mm 11/32" = 9 mm 7/16" = 11 mm 5/8" = 16 mmO: 9/32" = 7 mm 11/32" = 9 mm 7/16" = 11 mm 5/8" = 16 mm

r = 3/8" -

10 mm

= H

= H Outside corner Connector

Accessories Item No.Outside corner, 90º E 90 / PHK 1S + color*Outside corner, 135º E 135 / PHK 1S + color*Inside corner, 90º I 90 / PHK 1S + color*Inside corner, 135º I 135 / PHK 1S + color*Connector V / PHK

End cap E / PHK 1S + color*

Length supplied: 8' 2-1/2" — 2.5 m

*Color Codes

BWBright white

WWhite

SPSandpebble

* To complete the item number, addthe color code (e.g., PHK 1S 80 BW).

BHBahama

HBLightbeige

PGClassicgrey

GGrey

End cap

4.15 Schluter®-DILEX-EHKItem No.

Stainlesssteel 304(1.4301 - V2A)

(E)

Stainlesssteel 316 L(1.4404 - V4A)

(EV4A)

Brushed stainless steel 304 (1.4301 = V2A)(EB)

EHK U 7 / O 7 EHK U 7 / O 7 / V4A EBHK U 7 / O 7



- EHK U 16 / O 16 / V4A -

Length supplied: 8' 2-1/2" — 2.5 m

Accessories

Item No.

Stainlesssteel 304(1.4301 - V2A)

(E)

Brushed stainless steel 304 (1.4301 = V2A)(EB)

Outside corner A / EHK 2 R18 A / EBHK 2 R18

Outside corner, 135º E 135 / EHK 2 R18 E 135 / EB HK 2 R18

Inside corner (2-way) I / EHK 2 R18 I / EBHK 2 R18

Inside corner (3-way) I / EHK 3 R18 I / EBHK 3 R18

Inside corner, 135º I 135 / EHK 2 R18 I 135 / EB HK 2 R18

Connector V / EHK V / EBHK

End cap E / HKW / G * E / HKW / G *

*Available in grey PVC only

r = 3/8" -

10 mm

= H

4.22 Schluter®-DILEX-AHKA

H = mm - in.

Item No.

Satin anodized aluminum

(AE)

Brushed chrome anodized aluminum(ACGB)

Satin nickel anodizedaluminum(AT)

Brushednickelanodizedaluminum(ATGB)

8 - 5/16 AHKA 80 AE AHKA 80 ACGB AHKA 80 AT AHKA 80 ATGB


12.5 - 1/2 AHKA 125 AE AHKA 125 ACGB AHKA 125 AT AHKA 125 ATGB


Accessories Item No.Outside corner, 90º E 90 / AHKA / finish*Outside corner, 135º E 135 / AHKA / finish*Inside corner, 90º I 90 / AHKA / finish*Inside corner, 135º I 135 / AHKA / finish*End cap (Left) EL / AHKA / finish*End cap (Right) ER / AHKA / finish*

* To complete the item number, add the

finish code (e.g., E 90 / AHKA / AE).

WALL AND COUNTERTOP PROFILES

Product Item Numbers

H = 1/4" - 1/2" (6 - 12.5 mm)

1/8" - 3 mm

R = Radius

Notes:

• Radius available for JOLLY in

metal profiles only.

• JOLLY in polished aluminum

and chrome-plated brass

require a relatively large

bending radius.

H = 1/8"- 3/16" (3 - 4.5 mm)

2.3 Schluter®-JOLLY

H = mm - in.

Item No.

Chrome-plated solid brass(MC)

Polishedchromeanodizedaluminum(ACG)

Brushed chrome anodized aluminum(ACGB)

Satin nickel anodizedaluminum(AT)

Polishednickelanodizedaluminum(ATG)

Brushed nickelanodized aluminum(ATGB)

6 - 1/4 MC 60 A 60 ACG A 60 ACGB A 60 AT A 60 ATG A 60 ATGB



12.5 - 1/2 MC 125 A 125 ACG A 125 ACGB A 125 AT A 125 ATG A 125 ATGB

H = mm - in.

Item No.

Satin copperanodizedaluminum(AK)

Polishedcopperanodizedaluminum(AKG)

Brushed copperanodized aluminum(AKGB)

Brushedantique bronzeanodizedaluminum(ABGB)

Satinbrassanodizedaluminum(AM)

Polishedbrassanodizedaluminum(AMG)

6 - 1/4 A 60 AK A 60 AKG A 60 AKGB A 60 ABGB A 60 AM A 60 AMG



12.5 - 1/2 A 125 AK A 125 AKG A 125 AKGB A 125 ABGB A 125 AM A 125 AMG

H = mm - in.

Item No.

Brushed brass anodized aluminum(AMGB)

Bright black anodizedaluminum(AGSG)

Brushedgraphiteanodizedaluminum(AGRB)

4.5 - 3/16 - A 45 AGSG -

6 - 1/4 A 60 AMGB A 60 AGSG A 60 AGRB



12.5 - 1/2 A 125 AMGB A 125 AGSG A 125 AGRB

SPECIFY OUTSIDE CORNER PROFILES IN RESTROOMS- SCHLUTER JOLLY 1/4" BRUSHED NICKLE

SPECIFY DILEX-EHK (EBHK U7/ O7) FOR ALL INSIDE CORNERS, & FLOOR TO WALL TRANSITION IN RESTROOMS. UTLIZE ALLCOORDINATING INSIDE CORNER, OUTSIDE CORNER, END CAPS, & CONNECTIONS AS REQUIRED

SPECIFY SCHLUTER KERDI-LINE DRAIN SYSTEMWITH BONDING FLANGE AND PERFORATEDGRATE- TO BE USED IN CONJUNCTION WITHKERDI-SHOWER-KIT MEMBRANE SYSTEM ONFLOORS & WALLS OF SHOWER STALLS

CUT 1" SHORT TYP. -METAL STUDS @ 16" O.C.

TOP OF SLAB

DOOR FRAME

ANCHOR CLIPS

(2) 20 GA STUDS @ JAMBS

FLANGES TO STUDS20 GA RUNNER SCREW

BOT. OF STRUCTURE

SUSP. CLG.

OR BRACE HEIGHT

SEE PARTITION DETAILS

CMU WALL PERPARTITION TYPE

CMU BOND BEAMABOVE DOOR (8" MIN. BEARING)

GROUT DOOR FRAMESOLID, TYP.

H.M. FRAME MASONRYANCHORS @ MIN. 3PER JAMB, EA. SIDE.

DOOR SLAB

HEAD JAMB

ROOMSIDE

DOUBLE STUDS @ OPN'GS TYP.

SUSP. CLG.; REFER TO PLANOR SCHEDULE FOR SIZE &LOCATION

BOT. OF STR. OR BRACE

TOP OF SLAB

2X SILL PLATE

WALL TYPE ASSCHEDULED

BLOCKING18 GA. X 6" STL STRAP

WALL TYPE ASMTL. STUD AS

SPECIFIED

G.C. MAY SUBSTITUTE METAL BLOCKING FOR FIRE RATED WOOD

METAL STUD

SOUND BATT INSULATION

WALL BOARD ASSPECIFIED BY

PARTITION TYPE

CORNER BEAD TYPICAL

PARTITION ASSCHEDULED PERPARTITION TYPES

CONTINUOUS SOUNDATTENUATIONBLANKET IN STUDSPACE ATINTERSECTION

TYPICAL 3 5/8" METAL STUDS

TELEPHONE ORELECTRICAL BOXES(ONE BOX PER STUD

CAVITY)

EA. 16 SQ. IN MAX TOTALOPENING 100 SQ. IN./100 SQ

FT. (PER UL) SEAL BOXES TIGHT WITHJOINT COMPOUND

27" M

IN.

TO

F.F

.60

" MAX

. TO

TO

P

4" MAX.

48" M

AX. T

O F

.F.

SURFACE MOUNTED F.E.C. ONCMU WALLS

7 1/4"

EXIS

TIN

G C

EILI

NG

HEI

GH

T VA

RIE

S

4 7/8"

(3 5/8" MTL. STUD) SCALE: 1-1/2"=1'-0"

(6" MTL. STUD) SCALE: 1-1/2"=1'-0"

FINISHED FLOOR PERSCHEDULE (EA. SIDE)

BATT SOUNDATTENUATION INSULATION

BASE PER SCHEDULE

5/8" GWB, TAPE & FINISH PERSCHEDULE

BATT SOUNDATTENUATION INSULATION

GALV. STUDS @ 16" O.C.

5/8" GWB, TAPE, AND FINISHPER SCHEDULE

ACOUSTIC SEALANT ATFLOOR ANDCEILING AND ALLPENETRATIONS.

PLAN

MTL. SILL RECEIVER

CEILING

STRUCTURE ABOVE. PROVIDEBRACING OF PARTITION TOSTRUCTURE AS REQUIRED

NON-RATED PARTITION TO DECK

NON-RATED PARTITION TO DECK

GALV. STUDS @ 16" O.C.

MTL. CHANNEL RECEIVER

FINISHED CEILING PERCEILING PLAN

C2

C1

C2

C1

HEAD

SILL

SEALANT AT FLOOR ANDCEILING AND ALLPENETRATIONS

1. ALL FIRE RATED ASSEMBLIES ARE BASED UPON IBC, U.L., AND U.S. GYPSUMASSOCIATION (GA) TEST DATA. FIRE RATED PARTITIONS ARE TO BECONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TESTINGAGENCIES. REFER TO THE UL FIRE RESISTANCE DIRECTORY AND OTHERSPECIFIC TEST REPORTS INDICATED FOR REQUIRED COMPONENTS ANDASSEMBLY.

2. BRACING NOT TYPICALLY SHOWN. CONTRACTOR TO PROVIDE BRACING ATALL LOCATIONS PER US GYPSUM GUIDELINES FOR METAL PARTITIONSFRAMING.

3. ALL DOOR OPENINGS ARE LOCATED 4" FROM THE HINGE SIDE OF DOOR TOTHE NEAR WALL. UNO.

4. PROVIDE 20 GA. TOP AND BOTTOM TRACKS AND AT OPENING FRAMING UNO.

5. ALL METAL FRAMED PARTITIONS TO BE 25 GA. MIN.

6. ALL FIRE RATED PARTITIONS SHALL MAINTAIN CONTINUITY ACROSS ALLSURFACES TO ENCLOSE THE SPACE TO BE SEPARATED. ALL PENETRATIONSSHALL BE FIRESTOPPED TO MAINTAIN THE CONTINUITY OF THE RATEDASSEMBLY.

7. ALL RATED PARTITION ASSEMBLIES SHALL BE LABELED 4" ABOVE CEILING, ONBOTH SIDES OF WALL, WITH LETTERS AT LEAST 3 INCH TALL AND LABELSSPACED 8'-0” OC MAX, AS WELL AS AT NEARBY CEILING ACCESS DOORS. THELABEL MUST INDICATE RATING LEVEL (EX: "1-HR") AND TYPE OF ASSEMBLY(EX. "SMOKE BARRIER").

8. HEAD OF WALL JOINT FIRESTOPPING SYSTEM SHALL BE TESTED INACCORDANCE WITH UL 2079 AND ACCOMODATE MINIMUM DEFLECTION OF ±1/4". THE FIRESTOP SYSTEM SHALL BE LISTED BY UL FOR USE WITH THE ULFLOOR OR ROOF ASSEMBLY DESIGN NOTED IN THE "PROJECT DATA"SECTION OF THESE DRAWINGS. AT SMOKE BARRIERS, JOINT FIRESTOPSHALL HAVE AN "L-RATING" LESS THAN 5 CFM/ LF FOR BOTH AMBIENT ANDELEVATED TEMPERATURES OF THE TEST.

9. ALL SOUND BATTS SHALL BE MINERAL WOOL BLANKET TYPE.

10. SUBSTITUTE MOISTURE AND MOLD RESISTANT TYPE GYPSUM BOARDPANELS (TYPE 'X' WHERE REQUIRED) ON ONE SIDE IN ALL PARTITIONSINSTALLED IN THE FOLLOWING LOCATIONS:

A. BEHIND PRE-FAB SHOWER UNITS INCLUDING THOSE WITH PRE-FAB WALL LINERS. B. BEHIND AND CONTIGUOUS WITH TOILETS, MOP SINKS, HAND SINKS, LAVATORIES, VANITIES, KITCHEN DISHWASHING SINKS, DISHWASHING APPLIANCES, AND WATER HEATERS. C. WHEREVER PLUMBING PENETRATIONS (WATER SUPPLY, SEWER, OR DRAINAGE) OCCUR. D. PERPENDICULAR TO TOILETS INSTALLED AT INSIDE CORNERS.

11. PROVIDE GLASS-MAT, WATER RESISTANT BACKING BOARD ORCEMENTITIOUS BACKER UNITS AT ALL TILED TUB OR SHOWER SURROUNDS.AT EXTERIOR WALLS USE CEMENTITIOUS BACKER UNITS.

12. NOT USED.

13. PARTITION TYPE SYMBOLS ARE NOTED ON THE FLOOR PLANS.

14. METAL STUDS ARE TO BE 16" O.C. UNLESS NOTED OTHERWISE.

15. ACOUSTIC PARTITIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITHTHE REQUIREMENTS OF TESTING AGENCIES, REFER TO SPECIFIC TESTREPORTS FOR REQUIRED COMPONENTS AND ASSEMBLY. PROVIDEACOUSTIC SEALANT AROUND WALL PERIMETER & OPENINGS AT BASE GYP.LAYER. SEAL ALL PENETRATIONS & OFFSET BY (1) STUD MINIMUM. INSTALLSTUD RUNNER WITH ACOUSTIC FOAM TAPE WHERE DESIGNATED BYASSEMBLY.

16. BLOCKING IS REQUIRED AT THE FOLLOWING LOCATIONS: WALL MTDCABINETS, ACCESSORIES, EQUIPMENT, DOORSTOPS, HOLD-OPENS, TOILETROOM PARTITIONS & ACCESSORIES, AND OTHER LOCATIONS AS REQUIREDBY MANUFACTURER SPECIFICATIONS OR INDUSTRY STANDARDS.

17. PROVIDE ACOUSTIC SEALANT OR FIRESTOPPING (DEPENDENT ON PARTITIONTYPE) AT ALL THROUGH WALL PENETRATIONS.

18. 1-HOUR AND 2-HOUR WALL RATINGS CONTINUE THROUGH INTERSECTIONSWITH NON-RATED WALLS, TYPICAL.

PARTITION TYPE GEN. NOTES

C1

C2

NON-RATED PARTITION (C1):

NON-RATED PARTITION (C2):

NOT TO SCALE

16 RESTROOM/ SHOWER DETAILSA-501

SCALE: 3/16" = 1'-0"27 FRAMED DOORWAY

A-501

SCALE: 1 1/2"= 1'-0"21 DOOR HEAD & JAMB @ MASONRY

A-501

SCALE: 3/16" = 1'-0"28 FRAMED OPENING

A-501

SCALE: 3" = 1'-0"22 INT. BLOCKING (MTL)

A-501

SCALE: 1 1/2"= 1'-0"24 INT. CORNER (MTL)

A-501

SCALE: 3" = 1'-0"23 INT. INTERSECTION (MTL)

A-501

SCALE: 1 1/2"= 1'-0"29 WALL BOX LOCATIONS (MTL)

A-501

SCALE: 1 1/2"= 1'-0"26 F.E.C. MOUNTING

A-501

NON-RATED

CONSULTANTS

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A-601

01539.09

RKM

DOOR SCHEDULE







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DOOR OPENING &TRANSOM

THROAT SIZE : PERWALL THICKNESS

1. PROVIDE 3 SILENCERS FOR SINGLE DOORS; 4 FOR DOOR PAIRS, EXCEPTPROVIDE RATED SEALS AT SMOKE AND FIRE-RATED DOORS

2. PROVIDE BUTT HINGES U.N.O. PLATED STEEL @ INTERIOR; STAINLESS STEELOR BRONZE AT EXTERIOR. 3 HINGES PER LEAF. BALL BEARING HINGES ATDOORS WITH CLOSERS.

3. UNLESS SCHEDULED OTHERWISE, PROVIDE OFFICE LOCKSET FOR EACHDOOR

4. LOCKSETS, CLOSERS AND EXIT DEVICES SHALL MATCH BUILDING STANDARDIN EVERY RESPECT EXCEPT AS GOVERNED BY CURRENT CODES.

5. MATCH EXISTING BUILDING STANDARD KEYING; IF NONE PROVIDE 6 PINMASTERKEY SYSTEM.

6. PROVIDE DOOR CLOSERS ON RATED DOORS, TOILET ROOMS OPEN TOCORRIDORS AND WHERE NOTED. PROVIDE WITH HOLD OPEN FEATURE ATNON-RATED DOORS

7. EXIT DEVICES AT RATED DOOR SHALL BE LABELED FIRE EXIT DEVICES.

8. EXIT DEVICES AT DOOR PAIRS SHALL BE VERTICAL ROD TYPE; PROVIDECONCEALED TYPE AT METAL DOORS.

9. AT FIRE RATED DOOR PAIRS WITHOUT PANIC DEVICES, PROVIDE BAR TYPEDOOR COORDINATORS WITH FILLER SECTION EXTENDING FULL WIDTH OFDOOR FRAME..

10.PROVIDE FLOOR STOPS AT CARPET FLOOR; WALL STOPS OR OVERHEADSTOPS ELSEWHERE.

11.ALL ELECTRIC HARDWARE SHALL BE PROVIDED WITH POWER SUPPLIES, LOWVOLTAGE WIRING, SWITCHES, PUSH PADS, CONTROLLERS AND OTHERCOMPONENTS NECESSARY TO PROVIDE A COMPLETE OPERATING SYSTEM.UNLESS OTHERWISE NOTED, CARD READERS, OTHER SECURITY SIGNALINGDEVICES AND SECURITY WIRING CONNECTED TO ELECTRIC HARDWARE WILLBE PROVIDED BY OWNER. PROVIDE POWER TRANSFER TO ELECTRIC LOCKSAND ELECTRIC EXIT DEVICES WITH AN ELECTRIC HINGE. OPERATION SHALLBE APPROVED BY THE FIRE MARSHALL OR BUILDING OFFICIAL PRIOR TOOCCUPANCY.

1. THE GENERAL CONTRACTOR AND THE DOOR SUPPLIER ARE RESPONSIBLEFOR READING THE FLOOR PLAN, DOOR SCHEDULE AND THE SPECIFICATIONSTO BECOME FAMILIAR WITH THE DESIGN INTENTIONS. IF DISCREPANCIES AREDISCOVERED THEY SHALL BE BROUGHT TO THE ATTENTION OF THEARCHITECT.

2. ALL DOOR FRAMES ARE TO BE HOLLOW METAL WELDED FRAMES. SPRAYPAINTED FINISH, TYP.

3. DOORS WITH SIDELIGHT FRAMES ARE TO BE WELDED FRAMES.

4. ALL EXTERIOR FRAMES SHALL BE SIZED AND POSITIONED TO COVER THEJOINTS IN THE WALL AND SHOW A 1/8" MAXIMUM SEALANT JOINT BETWEENTHE FRAME AND THE NEAREST ADJECENT FINISH WALL MATERIAL.

5. AT ALL INTERIOR DOOR FRAMES THE JOINT BETWEEN THE FLOOR AND THEFRAME SHALL BE A "HAIRLINE" MINIMUM SIZED JOINT SEALED WITH THEAPPROPRIATE COLOR SEALANT.

6. REFER TO DOOR SCHEDULE FOR DOOR HARDWARE AND RATING. ALL RATEDDOORS TO BE EQUIPED WITH CLOSERS. VERIFY KEYING SCHEDULE WITHOCCUPANT AND OWNER.

DOOR & FRAME GEN. NOTES

DOOR HARDWARE NOTES

DOOR HARDWARE SCHEDULEA AUTOMATIC DOOR: PROVIDE ELECTRIC LOCK OR ELECTRIC EXIT DEVICE

WITH ELECTRIC LATCH RETRACTION AT RATED DOORS.

B BATHROOM/BEDROOM LOCK (PRIVACY WITH OUTSIDE EMERGENCYRELEASE) ANSI FUNCTION F22 / F76

BF BI-FOLD DOORS: HANG DOORS ON BUTT HINGES; PROVIDE DUMMY TRIMMATCHING STANDARD LEVERS

C CLASSROOM LOCK ANSI FUNCTION F05 / F84

D DUTCH DOOR OR DOUBLE EGRESS

E ENTRANCE LOCK, ANSI FUNCTION F04 / F82

EL ELECTRIC LOCK WITH ELECTRIC HINGE

ESC ELECTRIC STRIKE WITH CLASSROOM LOCK

ESS ELECTRIC STRIKE WITH STOREROOM LOCK

G GENERAL OFFICE LOCK ANSI FUNCTION F04 / F82

H HOSPITAL “PUSH/PULL LATCH; PASSAGE FUNCTION UNLESS OTHERWISENOTED.

K KOMBINATION LOCKS (CYPHER LOCKS OR BATTERY COMBINATION)

L LEAD LINED DOOR HARDWARE: CONTINUOUS STEEL HINGE OR FLOORPIVOTS, LEAD LINED OFFICE LOCKSET, DOOR SENSOR.

WHERE INDICATED PROVIDE ELECTRIC STRIKE OR ELECTRIC LOCK

M MAGNETIC LOCKING WITH DELAYED EGRESS, EMERGENCY PUSH TO EXITBUTTON AND CODE COMPLIANT SIGNAGE

N NON LATCHING DOOR; PUSH / PULLS

P PASSAGE LATCHSETS ANSI FUNCTION F01 / F75

PD POCKET DOORS: CARRIER TRACK, FLUSH PULLS AND EDGE PULLS

PT PATIENT TOILET: HOSPITAL PRIVACY PUSH/PULL LOCK PROVIDE CENTER PIVOT SET, EMERGENCY RESCUE STOP AND DOOR SEALS

WHERE DOUBLE ACTING DOORS ARE SHOWN OR SCHEDULED

S STOREROOM LOCK ANSI FUNCTION F07 / F86

SL SLIDING DOOR HARDWARE

T TOILET ROOM LOCK (PRIVACY WITH EMERGENCY OUTSIDE RELEASE ) ANSIFUNCTION F22 / F76. PROV. CLOSER @DOORS OPENING ONTO CORRIDORS

XC EXIT DEVICE, BHMA FUNCTION 08 (UNLOCKABLE / NIGHT LATCH)

XE EXIT LATCH (NO OUTSIDE LEVER)

XEL EXIT DEVICE WITH ELECTRIC LOCKING FUNCTION

XN EXIT DEVICE; NON-LATCHING / DUMMY BAR

XP EXIT DEVICE, PASSAGE

XS EXIT DEVICE; BHMA FUNCTION 09 (CANNOT BE LEFT UNLOCKED)

XX EXIT DEVICE; BHMA FUNCTION 01 (NO OUTSIDE CYLINDER OR PULL)

DOOR HARDWARE LEGENDSET NO. Z-K

K=KICKPLATE; M= MOP PLATE, M2= MOP PLATE EACH SIDE;A= ARMOR PLATE; S=STRETCHER PLATE

CODE FOR FUNCTION AS FOLLOWS:

DOOR AND FRAME SCHEDULEDOOR

NUMBER

100A100B101102103104105

SIZEW3'6'6'3'3'3'3'

HT7'7'7'7'7'7'7'

THK0'-1 1/4"0'-1 1/4"0'-1 1/4"0'-1 1/4"0'-1 1/4"0'-1 1/4"0'-1 1/4"

TYPE

D5D6D6D5D5D1D5

MATL.

ALUMIN. STOREFRONT WITH LAMINATED GLASS VISION LITEALUM. STOREFRONT DOUBLE DOORS WITH LAMINATED GLASS VISION LITES

ALUM. STOREFRONT WITH LAMINATED GLASS VISION LITEALUMIN. STOREFRONT WITH GLASS VISION LITEALUMIN. STOREFRONT WITH GLASS VISION LITE

PAINTED MTL. DOORALUMIN. STOREFRONT WITH LAMINATED GLASS VISION LITE AND SIDELITE

FINISH

ANNO.ANNO.ANNO.ANNO.ANNO.

PAINTED (DF1)ANNO.

FRAME

TYPE

F6F7F7F6F6F2F4

MATL.

ALUM.ALUM.ALUM.ALUM.ALUM.

HMALUM.

FINISH

ANNO.ANNO.ANNO.ANNO.ANNO.

SPARY PAINTEDANNO.

DETAILHEAD

J6J6J6J6J6J3J6

JAMBJ6J6J6J6J6J3

J6/J9

SILL-------

FIRE RATING

-------

HARDWARE

XCXC

ESSPPS

ESS

NOTES

PROVIDE CLOSER & DOOR SWEEPPROVIDE CLOSER & DOOR SWEEPSPROVIDE CLOSER & DOOR SWEEP. PROVIDE ELECTRONIC CARD READERPROVIDE CLOSER. INSTALL WINDOW FILM (WF1) ON GLASSPROVIDE CLOSER. INSTALL WINDOW FILM (WF1) ON GLASS

PROVIDE ELECTRONIC CARD READER W/ HOLD-OPEN AND CLOSER

PER

DO

OR

SIZ

EPER DOOR SIZE

FLUSH DOOR(SOLID CORE WOOD OR

METAL -- SEE SCHEDULE)

D1

PER DOOR SIZE

PER

DO

OR

SIZ

E

ALUMINUMSTOREFRONT DOOR

WITHLAMINATED OR

TEMPORED GLASS PERDOOR SCHED.

D5

EQ. EQ.

PER DOOR SIZE

PER

DO

OR

SIZ

E

DOUBLE ALUMINUM STOREFRONTDOOR

LAMINATED GLASS

D6J3

VERIFY HEADDIMENSION

FOR MASONRYOPENING

FRAME FORMASONRY OPENINGTHROAT SIZE : PERWALL THICKNESS

FOR DOOR OPENINGTHROAT SIZE : PERWALL THICKNESS

J6

PER

DO

OR

SIZ

E2"

2" PER DOOR SIZE 2"

HOLLOW METAL WELDEDDOOR FRAME

IN MASONRY PARTITION

F2

J3 J3

J3

2"7'

2"

2" 3' 2" 2' 2"

ALUMIN. STOREFRONT DOORFRAME WITH SIDELIGHT

J6 J9 J6

J6 J6

F4

PER

DO

OR

SIZ

E2"

2" PER DOOR SIZE 2"

F6

SINGLE ALUMINUM STOREFRONTFRAME

J6 J6

J6

PER

DO

OR

SIZ

E2"

2" PER DOOR SIZE 2"

F7

DOUBLE ALUMINUM STOREFRONTFRAME

J6

J6

J6

FRAME TYPESDOOR TYPESJAMB TYPES

CONSULTANTS

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01539.09

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ROOM FINISHESSCHEDULE AND LEGEND,ACCESSORY SCHEUDLE







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CPT1 TS1 TRANSITION STRIP RB1

MFG: PATCRAFT MFG: SCHLUTER MFG: JOHNSONITE JOHNSONITE

COLLECTION: FOOT IN THE DOOR II PROFILE: DECO (1/4" TO 1/4") COLLECTION: STANDARD BILL MORGAN

PATTERN: ENTRY POINT 0306 COLOR: SATIN ANODIZED ALUMIN. STYLE: STANDARD TOE P: 757.855.8041

COLOR: NAVY 00450 LOCATION: WHERE PT1 MEETS CPT1 COLOR NAME: 29 MOON ROCK [email protected]

INSTALLATION: MONOLITHIC HEIGHT: 4"

SPF1 SPORTS FLOORING

MFG: JOHNSONITE TS2 TRANSITION STRIP NON STOREFRONT DOORS: ARCHITECTURAL CERAMICS

PRODUCT: REPLAY COMMOTION SPORTS FLOOR- COM-XX MFG: JOHNSONITE DF1 DOOR PAINT PHIL PURGASON

COLOR: RA-MELLOWED PROFILE: CRS-XX-A (1/4" TO FLOOR) MFG: SHERWIN WILLAMS P:301.461.0051

INSTALLATION: 48" WIDE ROLL GOOD ADHEARED TO FLOOR PER MANUF. RECOMMENDATIONS COLOR: 18 NAVY BLUE COLOR: SW7019 GAUNTLET GRAY E: [email protected]

THICKNESS: 1/4" LOCATION: BETWEEN NEW CPT1 AND EXISTING CONCRETE FLOOR TYPE: LOW VOC

SPF2 SPORTS FLOORING FINISH: SEMI GLOSS NATIONAL WALLCOVERING

MFG: JOHNSONITE WALLS: KRISTEN HOLDEN

PRODUCT: INERTIA SPORTS FLOORING- INRH-XX P1 PAINT P: 757-291-4040

COLOR: KL3-BRIGHT SUN MFG: SHERWIN WILLAMS GWB1 E: [email protected]

INSTALLATION: 24" X 24" TILE ADHEARED TO FLOOR ADHEARED TO FLOOR PER MANUF. RECOMMENDATIONS COLOR: SW7065 ARGOS MFG: SHERWIN WILLIAMS

THICKNESS: 1/4" TYPE: LOW VOC COLOR: SW7004 SNOWBOUND

SPF3 SPORTS FLOORING FINISH: SEMI GLOSS TYPE: LOW VOC

MFG: JOHNSONITE P2 PAINT FINISH: FLAT

PRODUCT: INERTIA SPORTS FLOORING- INRH-XX MFG: SHERWIN WILLAMS

COLOR: LD7 LUNAR EXPLORER COLOR: SW6683 BEELINE

INSTALLATION: 24" X 24" TILE ADHEARED TO FLOOR PER MANUF. RECOMMENDATIONS TYPE: LOW VOC WF1

THICKNESS: 1/4" FINISH: SEMI GLOSS MFG: SOLYX

FINISH: HAMMERED P3 PAINT COLOR: FROSTED MINT SX -1403

SPF4 SPORTS FLOOR ING MFG: SHERWIN WILLAMS SIZE: 48" ROLL WIDTH X PER DOOR GLASS HEIGHT

MFG: JOHNSONITE COLOR: SW7019 GAUNTLET GRAY NOTE: REFER TO DOOR SCHEDULE. INSTALL ON RESTROOM SIDE OF DOOR

PRODUCT: TRAINING SPORTS FLOOR- TRN-XX TYPE: LOW VOC

COLOR: 9002 GOLDEN MAPLE FINISH: SEMI GLOSS

INSTALLATION: ROLL GOOD ADHEARED TO FLOOR PER MANUF. RECOMMENDATIONS P4 PAINT TP1

THICKNESS: 1/4" MFG: SHERWIN WILLAMS MFG: SCRANTON PRODUCTS

NOTE: COLOR: SW6885 KNOCKOUT ORANGE SERIES: ECLIPSE PARTITIONS

TYPE: LOW VOC TYPE: FLOOR MOUNTED, OVER BRACED 55" STANDARD HEIGHT

FINISH: SEMI GLOSS COLOR: TITANIUM

PT1 X-LARGE FORMAT PORCELAIN TILE FOR WALLS AND FLOORS TEXTURE: GRIP EX

MFG: ARCHITECTURAL CERAMICS SIZES: RE: DRAWINGS AND TO BE VERIFIED IN FIELD PRIOR TO FURNISHING AND INSTALLING

SERIES: SLIM SLAB WC1 DIGITAL WALLCOVERING

COLOR: ROADS GREY CALM NATURAL MFG: NATIONAL WALLCOVERING

SIZE: 59" X 118" OR 60" X 60" (CUT IN FIELD TO FIT PER ROOM DIMENSIONS). REFER TO ELEVATIONS & FINISH PLAN FOR LOCATIONS

PRODUCT: CUSTOMIZED 'WORD PLAY' DIGITAL WALLCOVERING CPT- CARPET

TILE THICKNESS: 1/4" (0.6CM) COLORS: TBD DF- DOOR FRAME

GROUT: LATICRETE - EPOXY GROUT PRODUCT PER MANUF. RECOMMENDATIONS TYPE: TYPE II VINYL FRP- FIRE RESISTANT PANEL

GROUT COLOR: 45 RAVEN NOTE: INSTALL WITH MANUF. WALLMIX PRODUCT. 7% BLEED ALLOWANCE TO BE INCLUDED GWB- GYPSUM WALL BOARD

GROUT JOINT WIDTH: 1/8" PT2 X-LARGE FORMAT PORCELAIN WALL TILE P- PAINT

NOTE: INSTALL TILE UTILIZING SCHLUTER TRIM PIECES AS NOTED ON SHEET A-501 MFG: ARCHITECTURAL CERAMICS PT- PORCELAIN TILE

INSTALLATION: REFER TO DRAWINGS AND SHEETS A-006-A-007. FOLLOW MANUF. INSTALL INSTRUCTIONS SERIES: SLIM SLAB RB- RESILIENT BASE (RUBBER OR VINYL)

COLOR: ERAMOSA- POLISHED FRP- FIRE RESISTANT PANEL

SIZE: 59" X 118" (CUT IN FIELD TO FIT PER ROOM DIMENSIONS). REFER TO ELEVATIONS FOR LOCATIONS GWB- GYPSUM WALL BOARD

TILE THICKNESS: 1/4" (0.6CM) TS- TRANSISTION STRIP

GROUT: LATICRETE - EPOXY GROUT PRODUCT PER MANUF. RECOMMENDATIONS P- PAINT

GROUT COLOR: 45 RAVEN SPF- SPORTS FLOORING

GROUT JOINT WIDTH: 1/8" WC- WALL COVERING

NOTE: INSTALL TILE UTILIZING SCHLUTER TRIM PIECES AS NOTED ON SHEET A-501 WF- WINDWO FILM

INSTALLATION: REFER TO DRAWINGS AND SHEETS A-006-A-007. FOLLOW MANUF. INSTALL INSTRUCTIONS

FRP1 FIRE RESISTANT PANEL

MFG: KEMLITE

STYLE: GLASSBOARD P CLASS C FIRE RATED

COLOR: 70 BEIGE

NOTE:

CEILING:GYPSUM BOARD CEILING

WINDOW FILM

WINDOW FILM (RESTROOM DOORS)

ABBREVIATIONS:

WALK-OFF CARPET TILE

GAMELINE STRIPING TO BE PAINTED ON BY TRAINED EXPERT. COORDINATE STRIPING DIMENSION AND COLORS WITH OWNER AND SUBCONTRACTOR

FINISH LEGENDFLOORING:FLOORING:

DEDUCT ALTERNATE #2:G.C. TO PROVIDE $1,993.20 ALLOWANCE FOR DIGITAL WALLCOVERING AS SPECIFIED. IN LIEU OF WC1-ALSO PROVIDE PRICING FOR PAINT (P1) INSTALLED ON WALLS WHERE WC1 IS SPECIFED

PANELS TO BE APPLIED DIRECTLY TO WALL FROM FINIHSED FLOOR TO 4'-0" A.F.F. . UTILIZE KEMLITE ACCESSORIES FOR CORNER AND FINISHING PIECES. AT JANITOR SINK EXTEND FRP 1'-0" BEYOND EDGE OF SINK.

TRANSITION STRIPS:

TOILET PARTITIONS AND URNIAL PARTITIONS

TOILET PARTITIONS

BASE:RUBBER BASE

LOCAL REP CONTACT INFORMATION:

1FINISH SPECIFICATIONS MASTER

9/9/2016

ACC CODE RESP ITEM NAME, DESCRIPTION ACC CODE RESP ITEM NAME, DESCRIPTION SET #,QTY. ITEM DESCRIPTION

A-01 CC A-09 CC AS-01 WEIGHT ROOM

SPECIFICATION: BOBRICK SPECIFICATION: MIRROED STAINLESS SOLUTIONS, LLC 4 A-15 FRAMED SAFETY MIRROR X- LARGEPRODUCT NUMBER: B-5426 PRODUCT/ NUMBER: FRAMED SAFETY MIRROR 2 A-01 CLOTHES HOOK

FINISH: BRIGHT POLISHED STAINLESS STEEL FINISH: STAINLESS STEEL

NOTES: REFER TO ELEVATIONS FOR LOCATIONS SIZE: 24" X 36" AS-02 MENS TOILET

MOUNTING HEIGHT: MOUNTING HEIGHT: REFER TO SHEET A-002 3 A-01 CLOTHES HOOK

1A-02 SURFACE MOUNTED JUMBO ROLL TOILET PAPER DISPENSER

A-02 CC A-10 CC 1A-03 RECESSED PAPER TOWEL DISPENSER & WASTE RECEPTACLE

SPECIFICATION: BOBRICK SPECIFICATION: MIRROED STAINLESS SOLUTIONS, LLC 1 A-05 SURFACE MOUNTED SOAP DISPENSER

PRODUCT NUMBER: B-2890 PRODUCT/ NUMBER: FRAMED SAFETY MIRROR 1 A-06 42" H. GRAB BAR

FINISH: SATIN FINISH STAINLESS STEEL FINISH: STAINLESS STEEL 1 A-07 36" H. GRAB BAR

NOTES: SIZE: 12" X 60" 1 A-08 18" V. GRAB BAR

MOUNTING HEIGHT: MOUNTING HEIGHT: 1 A-09 FRAMED SAFETY MIRROR

1 A-10 TALL FRAMED SAFETY MIRROR

A-03 CC A-11 CC 1 A-11 EXTRA HEAVY DUTY SHOWER TOWEL BAR

SPECIFICATION: BOBRICK SPECIFICATION: BOBRICK 1A-12 BREAK AWAY SHOWER ROD FLANGES & CURTAIN/ ROD

PRODUCT NUMBER: B-369 PRODUCT/ NUMBER: B-530 WITH CONCEALED MOUNTING 1 A-13 QUIET DRY AIR HAND DRYER

FINISH: STAINLESS STEEL WITH SATIN FINISH FINISH: SATIN STAINLESS STEEL AS-03 WOMENS TOILET

NOTES: FOLLOW MANUF. RECOMMENDED INSTALL METHODS SIZE: 24" 4 A-01 CLOTHES HOOK

MOUNTING HEIGHT: MOUNTING HEIGHT: REFER TO ELEVATIONS 1A-02 SURFACE MOUNTED JUMBO ROLL TOILET PAPER DISPENSER

1A-04 SURFACE MOUNTED PAPER TOWEL DISPENSER & WASTE RECEPTACLE

A-04 CC A-12 CC 1 A-05 SURFACE MOUNTED SOAP DISPENSER

SPECIFICATION: BOBRICKBREAK AWAY FLANGE SPECIFICATION:

BREY KRAUSE MANUFACTURING 1 A-06 42" H. GRAB BAR

PRODUCT NUMBER: B-3979 PRODUCT NUMBER: S-4650-SS 3 IN. DIA. BREAK AWAY FLANGES 1 A-07 36" H. GRAB BAR

FINISH: STAINLESS STEEL WITH SATIN FINISH FINISH: STAINLESS STEEL 1 A-08 18" V. GRAB BAR

NOTES: FOLLOW MANUF. RECOMMENDED INSTALL METHODS NOTE:CONTRACTOR TO PROVIDE 1" DIA. CURTAIN ROD

1 A-09 FRAMED SAFETY MIRROR

MOUNTING HEIGHT: MOUNTING HEIGHT: 1 A-10 TALL FRAMED SAFETY MIRROR

1 A-11 EXTRA HEAVY DUTY SHOWER TOWEL BAR

A-05 CC A-13 CC 1A-12 BREAK AWAY SHOWER ROD FLANGES & CURTAIN/ ROD

SPECIFICATION: BOBRICK SPECIFICATION: BOBRICK- TRIM DRY SERIES 1 A-13 QUIET DRY AIR HAND DRYER

PRODUCT NUMBER: B-4112 PRODUCT/ NUMBER: B-7128

FINISH: SATIN FINISH STAINLESS STEEL FINISH: SATIN STAINLESS STEEL AS-04 MECH./ JANITOR CLOSET

NOTES: FOLLOW MANF. RECOMMEDATIONS FOR INSTALL SIZE: 13" X 13" X 4" DEEP 1 A-14 MOP HOLDER AND SHELF

MOUNTING HEIGHT: NOTES: FOLLOW MANUF. RECOMMENDED INSTALL METHODS

MOUNTING HEIGHT:

A-06 CC

SPECIFICATION: BOBRICK A-14 CCPRODUCT NUMBER: 42" L HORIZONTAL (B-5806 X 42) SPECIFICATION: BOBRICK

FINISH: SATIN FINISH STAINLESS STEEL PRODUCT/ NUMBER: B-224

NOTES:G.C. TO PROVIDE BLOCKING IN WALL. CONCEALED MOUNTING

FINISH: SATIN STAINLESS STEEL

MOUNTING HEIGHT: SIZE: 36" X 8"

NOTES: REFER TO FLOOR PLAN FOR LOCATION

A-07 CC MOUNTING HEIGHT:

SPECIFICATION: BOBRICK

PRODUCT NUMBER: 36" L HORIZONTAL (B-5806 X 36) A-15 CC

FINISH: SATIN FINISH STAINLESS STEEL SPECIFICATION: MIRROED STAINLESS SOLUTIONS, LLC


PRODUCT/ NUMBER: FRAMED SAFETY MIRROR

MOUNTING HEIGHT: FINISH: STAINLESS STEEL

SIZE: 46" X 72"

A-08 CC MOUNTING HEIGHT: REFER TO ELEVATIONS

SPECIFICATION: BOBRICK

PRODUCT NUMBER: 18" L VERTICAL (B-5806 X 18)

FINISH: SATIN FINISH STAINLESS STEEL


NOTES:

MOUNTING HEIGHT:

CC

OC

OVC

OO

MOUNT @ ADA COMPLIANT HEIGHT. SEE ELEVATIONS AND SHEET A-002

18" VERTICAL GRAB BAR


42" HORIZONTAL GRAB BAR


36" HORIZONTAL GRAB BAR

OWNER PROVIDED, VENDOR INSTALLED, CONTRACTOR COORDINATED

OWNER PROVIDED, OWNER INSTALLED

48" MAX. A.F.F. FOR ADA TO DISPENSER MIN. REFER TO ELEVATIONS FOR GENERAL LOCATIONS AND MOUNTING HEIGHTS

SURFACE MOUNTED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE

FOLLOW MANUF. RECOMMENDATIONS FOR INSTALL. REFER TO ELEVATIONS FOR MOUNTING HEIGHT

QUIET DRY AIR HAND DRYER

COMPLY WITH ADA. REFER TO ELEV. FOR GENERAL LOCATIONS & SHEET A-002 FOR EXACT MOUNTING

SURFACE MOUNTED SOAP DISPENSER

CLOTHES HOOK

48" A.F.F.IN TOLIET STALLS AND ADA SHOWER STALLS. ALSO INSTALL ONE HOOK IN ADA SHOWER STALL AT 71" A.F.F . COORDINATE HEIGHT IN OTHER LOCATIONS WITH OWNER

SURFACE MOUNTED SINGLE JUMBO ROLL TOILET PAPER DISPENSER

COMPLY WITH ADA. REFER TO ELEV. FOR GENERAL LOCATIONS & SHEET A-002 FOR EXACT MOUNTING. PROVIDE BLOCKING IN WALL

RECESSED PAPER TOWEL DISPENSER & WASTE RECEPTACLE

COMPLY WITH ADA. REFER TO ELEV. FOR GENERAL LOCATIONS & SHEET A-002 FOR EXACT MOUNTING

ACCESSORIES LEGEND

BREAK AWAY SHOWER ROD FLANGES & CURTAIN/ ROD

TALL FRAMED SAFETY MIRROR

ACCESSORIES LIST:

REFER TO SHEET A-002

ACCESSORIES SETS:

FRAMED SAFETY MIRROR

EXTRA HEAVY DUTY SHOWER TOWEL BAR


FRAMED SAFETY MIRRORS X-LARGE

MOP HOLDER & SHELF

MOUNT AT HEIGHT ABOVE FLOOR PER OWNER DIRECTION AND APPROVAL

1. MOUNTING HEIGHTS PROVIDED ARE BASED ON HANDICAPPED ACCESSIBILITY CODE COMPLIENCE FOR PRODUCTS LISTED IF OTHER PRODUCTS ARE PROVIDED COORDINATE MOUNTING HEIGHT PER MANUFACTURERS RECOMMENDATIONS AND APPLICABLE CODES.

RESPONSIBILITY CODE (RESP):

CONTRACTOR PROVIDED, CONTRACTOR INSTALLED

OWNER PROVIDED, CONTRACTOR INSTALLED

101539.09-ACCESSORIES 01457.00

9/12/2016

FINISH SCHEDULE

ROOM NO

100101102103104105

ROOM NAME

GYMHALLM TLTF TLT

MECH ROOMWEIGHT ROOM

FLOORMATLSPF4CPT1PT1PT1

RE: FINISH PLANSPF1/SPF2/ SPF3

BASERB1RB1PT1PT1

E.T.R.RB1

DOOR TRIM

-DF1/ RE: DOOR SCHED.

--

DF1-

WALLSNP1P1

PT1PT1

P1/ FRP1P1

EP1P1

PT1/ PT2PT1P1

P1/ P2/ P3/ WC1

SP1P1

PT1PT1P1

P1/ WC1

WP1P1

PT1PT1/ PT2P1/ FRP1

P1

CEILINGMATL

RE: RCPGWB1GWB1GWB1E.T.R.

P1/ P2/ P3

HEIGHTRE: RCPRE: RCPRE: RCPRE: RCPRE: RCPRE: RCP

ACCESSORIES

--AS-02AS-03AS-04AS-01

NOTES

RE: FINISH PLAN & RCP. INSTALL BLOCK FILLER ON CMU WALLSINSTALL BLOCK FILLER ON CMU WALLS

RE: FINSIH PLAN KEYNOTESRE: FINISH PLANS. INSTALL BLOCK FILLER ON CMU WALLS

CONSULTANTS

09 / 16 / 16


SEAL

FOR BIDDING

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2825

RAD

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ND

, VA

2322

2

SHEET TITLE



A-701

01539.09

RKM

FINISH PLAN







BIM

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RVE

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A

A

C

C

D

D

E

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B

B

PLANNORTH

11

22

8'-5

1/2

"11

1/2

"8'

-9 1

/2"

12'-4

"9'

-5"

1'-0

"7'

-1"

5'-2" 17'-2" 1'-0"

11'-1" 39'-8 1/2" 10'-10 1/2"

1'-3" 17'-2" 5'-2"

9'-4

1/2

"4'

-7 1

/2"

2'-4

"16

'-3"

1'-1

0"13

'-6 1

/2"

1'-2

"1'

-0"1'

-3" 1'

-0"1'

-6" 1'

-0"1'

-3"

1'-0

"2'

-4"

7'-6"

24'-5

"

17'-2 1/2"

R 16'-0 57/64"

R 6'-2 7/16"

02

01 01

03

03

0404

UTILIZE SMALLER WASTETILE PIECES WHEREPOSSIBLE

UTILIZE SMALLER WASTETILE PIECES WHEREPOSSIBLE

05

05

59" X 118" FLOORTILE (CUT TO SIZE)






60" X 60"FLOORTILE

60" X 60"FLOORTILE

60" X 60"FLOOR TILE(CUT TO SIZE)

60" X 60"FLOOR TILE(CUT TO SIZE)

TS1 TS1

TS2

PT2

PT2

PT1

PT1

WC1

WC1P3

P2

P3

P1

P3

P3

P2

P1

P1

PT2

PT2

FDFD

GFIGFI

FRP1

FRP1

AED

AED

PT1

PT1

WEIGHT ROOM105

MECH ROOM104

F TLT103

M TLT102

GYM100

HALL101

1. SLOPE LARGE FORMAT TILE TOWARDS TRENCH DRAIN (1/8" PER FOOTSLOPE)

2. DIMENSION PROVIDED FOR GAMELINE STRIPPING ARE FOR PRICINGINFORMATION ONLY. GAMELINE PAINTED STRIPPING IS TO BE COMPLETEDBY EXPERT AND DIMENSIONS COORDINATED AND VERIFIED WITH OWNERPRIOR TO FURNISHING AND INSTALLING. COLORS ARE TBD BY OWNER

3. ALIGN FLOORING PATTERN WITH WALL/ CEILING PAINTED STRIPED PATTERN

4. CLEAN EXISTING TO REMAIN CONCRETE FLOOR AND SEAL WITH UV &CHEMICAL RESISTANT CLEAR LOW GLOSS CONCRETE SEALER

5. CENTER POINT LOCATION OF RADIUS DIMENSION

1. PLAN NORTH IS TO DETERMINE THE LOCATION OF FINISHES ON THEINDICATED WALLS.

2. A PRE-FLOORING INSTALLATION MEETING MUST BE HELD PRIOR TO LAYINGANY FLOORING. ALL FLOORING COMPONENTS RELATED TO INSTALLATIONSHALL BE PRESENT FOR INSPECTION BY ARCHITECT/DESIGNER.

3. ALL INTERIOR PARTITIONS SHALL BE PREPARED TO A LEVEL 4 FINISH PRIOR TORECEIVING ANY WALLCOVERING.

4. ALL TRANSITIONS OF FLOORING MATERIAL SHALL OCCUR UNDER THRESHOLDOF DOOR, U.N.O.

5. ADEQUATE LIGHTING TO BE INSTALLED AND REMAIN LIT BEFORE, DURING ANDAFTER THE INSTALLATION OF ANY VINYL WALLCOVERING.

6. ALL SUBSTITUES MUST BE APPROVED BY ARCHITECT/DESIGNER AND BE OFEQUAL QUALITY.

8. LIGHT SWITCH AND RECEPTACLES TO BE GRAY AND ALL COVERPLATES TO BEBRUSHED STAINLESS STEEL. HEIGHTS SHALL BE INDICATED FROM FLOOR TOCENTER LINE OF DEVICE PER MEP DRAWINGS U.N.O..

9. REMOVE ANY EXISTING FINISHES AND PREPARE FOR NEW AS NOTED.

10. TRIM RING COLOR ON RECESSED CAN LIGHT FIXTURES TO MATCH ADJACENTCEILING.

11. ALWAYS FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR APPLICATIONOR INSTALLATION OF MATERIAL OR FINISH.

12. ALL HOLES OR MISSING PIECES OCCURRING IN FLOOR MUST BE FILLEDAND/OR REPAIRED PRIOR TO INSTALLING NEW FLOORING MATERIALS.

0 FINISH PLAN KEY NOTES

FINISH PATTERN KEY

FINISH PLAN GENERAL NOTES

WALL FINISH PER FINISHSCHEDULE & LEGEND

- LARGE FORMAT FLOOR TILE (PT1)

- SPORTS FLOORING (SPF1)

-SPORTS FLOORING (SPF2)

-SPORTS FLOORING (SPF3)

-"WOOD LOOK" SPORTS FLOORING (SPF4)

FLOOR TRANSITION STRIPPER FINISH SCHEDULE &LEGEND

- WALK OFF CARPET TILE (CPT1) P-

TS-

SCALE: 1/4" = 1'-0"26 FINISH PLAN - 1ST FLOOR

A-701

rubicon gymnasium 2825 rady st. richmond, va 23222€¦ · rubicon gymnasium 2825 rady st....

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