bethesda triangle bethesda, md - src...

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Date

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COPYRIGHT DISCLAIMER:THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP,COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATIONFROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT ISNOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT ISHEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THEFOLLOWING TERMS AND CONDITIONS:

THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITHTHIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT INANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHTINFRINGEMENT.

THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY,AND DOES NOT CONSTITUTE AS-BUILT CONDITIONS. THERECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONSOF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATEALL DIMENSIONS, FABRICATION METHODS, RELATED ANDINTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OFTHE WORK.

EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THESUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDEDUSE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TOINDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCHDESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES,VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS ARESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT.

THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENTUPON COMPLETION OR TERMINATION OF WORK PERFORMED INCONJUNCTION WITH THIS PROJECT.

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C1.0CEB

COVER SHEET

SHEET DESCRIPTION

A.F.F.A.P.AC.AC.T.ADJ.A/CALT.ALUM.A.B.APPROX.APVD.ARCH.BLK.BLKG.BD.BTTM.CSWK.CEM.CLG.CLG.HT.CHNL.CLR.CLO.COL.CONC.C.M.U.CONST.C.J.C.G.COORD.CORR.C.S.CTR.C.T.DET.DIAG.DIA.DIF.DIM.DISP.DR.DWR.DWG.ELEC.E.P.ELEV.E.W.C.EXIST.EQ.EQPT.EXH.EXP. JT.FIN.F.E.FP.FIXT.F.D.FLUOR.F.R.T.FURR.GA.GALV.G.C.GYP. BD.H.V.A.C.

H.C.H.M.HORIZ.H.S.S.

ABOVE FINISHED FLOORACCESS PANELACOUSTICALACOUSTICAL TILEADJACENTAIR CONDITIONINGALTERNATEALUM.ANCHOR BOLTAPPROXIMATEAPPROVEDARCHITECT (URAL)BLOCKBLOCKINGBOARDBOTTOMCASEWORKCEMENTCEILINGCEILING HEIGHTCHANNELCLEAR (ANCE)CLOSETCOLUMNCONCRETECONCRETE MASONRY UNITCONSTRUCTIONCONTROL JOINTCORNER GUARDCOORDINATECORRIDORCROSS SLOPECENTERCERAMIC TILEDETAILDIAGONALDIAMETERDIFFUSERDIMENSIONDISPENSERDOORDRAWERDRAWINGELECTRICALELECTRIC PANELELEVATIONELECTRIC WATER COOLEREXISTINGEQUAL, EQUIVALENTEQUIPMENTEXHAUSTEXPANSION JOINTFINISH (ED)FIRE EXTINGUISHERFIREPROOFINGFIXTUREFLOOR DRAINFLUORESCENTFIRE RETARDANT TREATEDFURRED (ING)GAUGEGALVANIZEDGENERAL CONTRACTORGYPSUM BOARDHEATING/VENTILATION/AIR CONDITIONINGHOLLOW COREHOLLOW METALHORIZONTALHOLLOW STEEL SHAPE

HOT WATERIN LIEU OFINCHINSTALLEDINTERIORJOINTMANUFACTURE(R)MECHANIC (AL)MEMBRANEMETALMEZZANINEMINIMUM, MINUTEMISCELLANEOUSMOULDINGNOT IN CONTRACTNOT TO SCALENUMBEROWNER FURNISHED,CONTRACTOR INSTALLEDOWNER FURNISHED,OWNER INSTALLEDON CENTER(S)OPENINGOPPOSITEPARTICLEPLASTIC LAMINATEPLUMBINGPLYWOODPOLYVINYL CHLORIDEPREFABRICATEDPROJECT MANAGERQUARTERRETURN AIRREFLECTED CEILING PLANREFERENCEREGISTERREINFORCE(D), (ING)REQUIREDREVISION(S), REVISEDROUGH OPENINGROUNDRUNNING SLOPESHEETSIMILARSOLID CORESTAINLESS STEELSTANDARDSTEELSTORAGESTORM DRAINSTRUCTURALSUPPLIEDSUSPENDEDSYMMETRY (ICAL)SYSTEMTO BE DETERMINEDTELEPHONETYPICALUNLESS NOTED OTHERWISEVERTICALVESTIBULEVINYL COMPOSITION TILEVERIFY IN FIELDWATER CLOSETWATERPROOF(ING)WEATHER STRIPPINGWITHWITHOUTWOODWORKING POINT

H.W.I.L.O.IN.INST.INT.JT.MFR.MECH.MEMB.MTL.MEZZ.MIN. (')MISC.MLDG.N.I.C.N.T.S.NO. or #O.F.C.I.

O.F.O.I.

O.C.OPNG.OPP.PART.P. LAM.PLBG.PWD.PVC.PREFAB.P.M.QTR.R.A.R.C.P.REF.REG.REINF.REQ'D.REV.R.O.RND.R.S.SHT.SIM.S.C.S.S.STD.STL.STO.S.D.STRUCT.SUPP.SUSP.SYM.SYS.T.B.D.TEL.TYP.U.N.O.VERT.VEST.V.C.T.V.I.F.W.C.WP.WS.W/W/OWD.W.P.

ABBREVIATIONSMISCELLANEOUS PROJECT NOTES

VICINITY MAP DEFERRED SUBMITTALS

BUILDING CODE DATAINDEX OF DRAWINGS

- FIRE ALARM- FIRE SUPPRESSION- SIGNAGE

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LANDLORD'S CRITERIA AND ALL LOCAL,STATE, AND FEDERAL CODES AND REGULATIONS.

2. THE GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, APPROVALS, LICENSES,AND CERTIFICATES TO COMPLETE THE PROJECT.

3. THE GENERAL CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION, LIABILITY, ANDPROPERTY DAMAGE INSURANCE, AND PAY FOR SAME. REFER TO "CONSTRUCTIONCONTRACT" FOR REQUIRED AMOUNTS, ETC.

4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO START OFTHE WORK AND REMOVE ALL EXISTING ELEMENTS AND FIXTURES NOT RELEVANT TO NEWWORK.

5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS. PRIOR TOSTART OF CONSTRUCTION, A COMPLETE LAYOUT OF TENANT SPACE, AND VERIFICATION OFALL DIMENSIONS SHALL BE PERFORMED. REPORT ANY DISCREPANCIES AND/OR CONFLICTSTO THE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH THEWORK.

6. THE GENERAL CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, AIRDUCTS, PLUMBING STUBS, MECHANICAL EQUIPMENT, ETC., AND LOCATIONS OF PROPOSEDCONNECTIONS TO SAME. ANY DISCREPANCIES OR CONFLICTS SHOULD BE REPORTED TOARCHITECT AND OWNER'S REPRESENTATIVE IMMEDIATELY.

7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORKPERFORMED BY G.C.'S LABORERS, SUBCONTRACTORS, OWNER'S CONTRACTORS ANDOTHERS.

8. THE SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING FOR AND OBTAININGLANDLORD APPROVAL PRIOR TO COMMENCING WITH FABRICATION. THE SIGNCONTRACTOR SHALL OBTAIN SIGN PERMIT(S) FROM ANY CITY, STATE, OR COUNTYAUTHORITY HAVING JURISDICTION PRIOR TO SIGN FABRICATION AND INSTALLATION.

9. THE GENERAL CONTRACTOR SHALL THOROUGHLY CLEAN THE SPACE, MAKING IT READY FOROCCUPANCY, WHICH GENERALLY CONSISTS OF VACUUMING, DUSTING, WASHINGWINDOWS, AND CLEANING ALL FLOORS PRIOR TO TURNOVER.

10. IT IS REQUIRED THAT EACH BIDDER VISIT THE SITE, AND FULLY ACQUAINT THEMSELVES WITHTHE EXISTING CONDITIONS AND THE SCOPE OF THE PROJECT PRIOR TO SUBMITTING THEIRBIDS. FAILURE TO DO SO SHALL NOT RELIEVE THE CONTRACTOR FROM LIABILITY DUE TOOMISSIONS FROM BID. CHANGE ORDERS DUE TO SAID OMISSIONS WILL NOT BE ACCEPTED.

11. THE GENERAL CONTRACTOR SHALL ARRANGE FOR AN ORIENTATION MEETING WITH THELANDLORD'S REPRESENTATIVE PRIOR TO START OF CONSTRUCTION.

12. THE GENERAL CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING SURFACES,MATERIALS, FIXTURES, ETC., TO REMAIN DURING THE COURSE OF THE PROJECT. THE G.C.SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE BY G.C. OR G.C.'SSUBCONTRACTORS DURING THE COURSE OF THE PROJECT. REPAIRS SHALL MATCH EXISTINGMATERIALS AND MUST BE ACCEPTABLE TO CLIENT'S CONSTRUCTION MANAGER, LANDLORD,AND/OR OTHER GOVERNING AGENCIES.

13. ALL FLOOR TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE SMOOTH AND FLUSH(MAXIMUM SLOPE = 18" PER FOOT).

14. FIRE BLOCK ALL WALLS AND FIRE STOP ALL PENETRATIONS AS REQUIRED BY LOCAL BUILDINGCODES.

15. ALL EXISTING AND NEW FIRE-RATED CONSTRUCTION AT COLUMNS, CEILINGS, END WALLS,ETC., INCLUDING FIRE DAMPERS, SHALL COMPLY WITH LANDLORD AND LOCAL CODEREQUIREMENTS.

16. ALL INTERIOR AND STOREFRONT FINISHES MUST MEET LOCAL CODE AND LANDLORD FLAMESPREAD REQUIREMENTS. MINIMUM TO BE CLASS C (III) OR BETTER IN GENERAL AREAS ANDCLASS 'A' IN ALL EXIT CORRIDORS.

17. ALL WOOD FRAMING AND BLOCKING SHALL BE FIRE RETARDANT TREATED AS REQUIRED BYLOCAL CODES.

18. ALL PARTITIONS, CEILINGS, LIGHT FIXTURES, DUCT WORK, ETC., SHALL BE BRACED TOSTRUCTURE TO RESIST SEISMIC LOADING AS REQUIRED BY LOCAL CODES.

19. ALL STOREFRONT CONSTRUCTION SHALL BE SELF-SUPPORTING FROM THE FLOOR, ANDATTACHED TO LANDLORD'S STRUCTURE ABOVE FOR LATERAL BRACING ONLY (UNLESSSPECIFICALLY INDICATED OTHERWISE).

20. THE OWNER WILL FURNISH AND INSTALL "COMING SOON" WINDOW GRAPHICS ATEXISTING STOREFRONT TO CONCEAL CONSTRUCTION ACTIVITY. GRAPHIC SUPPLIER SHALLVERIFY REQUIREMENTS WITH LANDLORD REPRESENTATIVE, AND PROVIDE IMAGES FORLANDLORD APPROVAL AS REQUIRED.

BETHESDA TRIANGLEBETHESDA, MD

CONSTRUCTION CODES:

PROJECT CONTACTS

KEY PLANSCALE: NONE

USE GROUP CLASSIFICATION:CONSTRUCTION TYPE / CLASSIFICATION:TENANT FIRE SEPARATION RATING:FIRE SUPPRESSION SYSTEM:

B - BUSINESSTYPE II-B

1-HOUR RATEDFULLY-SPRINKLERED

SEE SHEET C1.1 FOR EGRESS PLAN AND CALCULATIONS

N

BARRE3 TENANT SPACESUITE 150

BETHESDA TRIANGLE

2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL MECHANICAL CODE2014 NATIONAL ELECTRIC CODE, NFPA 70

2015 WSSC PLUMBING CODE2015 NFPA1 & 101

2015 COMAR NFPA 1012015 INTERNATIONAL FUEL GAS CODE

2015 INTERNATIONAL ENERGY CONSERVATION CODECOMAR 05.02.02, ADAAG & FHAG

2015 INTERNATIONAL EXISTING BUILDING CODE

N

C1.0C1.1C1.2C1.3C2.0C3.0

D1.0A1.0A1.1A2.0A3.0A4.0A5.0

F1.0

COVER SHEETLIFE SAFETY PLANACCESSIBILITY COMPLIANCE PLANACCESSIBILITY DETAILSSPECIFICATIONSSCHEDULES

EXISTING CONDITIONS PLANFLOOR PLANFINISH PLANREFLECTED CEILING PLANINTERIOR ELEVATIONSSTOREFRONT ELEVATIONDETAILS

FIXTURE PLAN

P1-1P1-2P1-3

M1-1M1-2

E1-1E1-2E1-3

PLUMBING FLOOR PLANPLUMBING SCHEDULEPLUMBING SPECIFICATIONS

HVAC FLOOR PLANHVAC SPECIFICATIONS & SCHEDULES

LIGHTING FLOOR PLANPOWER FLOOR PLANELECTRICAL SPECIFICATIONS

STUDIO OWNERBARRE3

4835 CORDELL AVE., SPACE #150BETHESDA, MD 20814CONTACT: MEREDITH KAUFMAN

PROJECT ARCHITECTEPOCH DESIGN GROUP1155 OLIVETTE EXECUTIVE PKWY., STE. 100ST. LOUIS, MO 63132CONTACT: KRAIG ROLLINSTEL.: 314.721.1340 x118

CONSTRUCTION ADMINISTRATIONEPOCH DESIGN GROUP1155 OLIVETTE EXECUTIVE PKWY., STE. 100ST. LOUIS, MO 63132CONTACT: BRYAN SHELLOGGTEL.: 314.721.1340 x112CONTACT: PATRICK KENNEDYTEL.: 314.721.1340 x113

MEP ENGINEERCATALYST ENGINEERING, LLC3179 TERRA DRIVECOLUMBUS, OH 43228CONTACT: BENJAMIN BIADATEL.: 440.785.2043

PROJECT ADDRESSBETHESDA TRIANGLE4835 CORDELL AVENUEBETHESDA, MD 20814

LANDLORDSOUTHERN MANAGEMENT1950 OLD GALLOWS RD. SUITE 600VIENNA, VA 22182

F.D. F.D.

STACKEDWASHER &

DRYER


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LIFE SAFETYPLAN

19 LIFE SAFETY PLANSCALE: 1/4" = 1'-0"

5 -SCALE:

4 -SCALE:

3 -SCALE:

2 -SCALE:

1 -SCALE:

EGRESS CALCULATIONS:

AREA OCCUPANCY MIN. OCC. LOAD DESIGN OCC. LOAD

RECEPTION / COMMUNIUTY BUSINESS 460 S.F. / 100 S.F. PER OCC. = 5 OCC. 10 OCC.

STUDIO BUSINESS 1117 S.F./ 100 S.F. PER OCC. = 12 OCC. 35 OCC.

TOTAL OCCUPANTS = MIN. 17, DESIGN 45

REQUIRED EXITS = 1EXITS PROVIDED = 2

EGRESS WIDTH REQUIRED: = 45 OCCUPANTS X .2" = 9" (36" MIN)EGRESS WIDTH PROVIDED: = 150"-0"

MAXIMUM ALLOWED TRAVEL DISTANCE: = 300'-0"MAX. TRAVEL DISTANCE TO ACCESSIBLE EXIT: = 56'-8"

MAXIMUM DIAGONAL OF SPACE = 73'-5"DISTANCE BETWEEN EXITS = 45'-0"

GROSS FLOOR AREA 1,765 SQ. FT.LEASE AREA 1,924 SQ. FT.

STUDIO1117 SQ. FT.MAX. 100 SQ. FT. GROSS PER OCCUPANTDESIGN OCCUPANT LOAD 35(32 SQ. FT. GROSS PER OCCUPANT)

RECEPTION/ COMMUNITY460 SQ. FT.MAX. 100 SQ. FT. GROSS PER OCCUPANTDESIGN OCCUPANT LOAD 10(46 SQ. FT. GROSS PER OCCUPANT)

EGRESS WIDTH = 72"EGRESS CAPACITY = 360 OCCUPANTS

EGRESS WIDTH = 78"EGRESS CAPACITY = 390 OCCUPANTS

TRAVEL DISTANCE TO ACCESSIBLE EXIT 39'-11"

10 -SCALE:

20 -SCALE:

15 -SCALE:

TRAVEL DISTANCE TO ACCESSIBLE EXIT 56'-8"

MAX. TRAVEL DISTANCE TO FIRE EXTINGUISHER 70'-10"

FIRE EXTINGUISHER CABINET -LARSEN'S SEMI RECESSED -

SQUARE TRIM #2409-R7 -VERTICAL CLEAR ACRYLIC DOOR

(#4 STAINLESS STEEL) - PROVIDE2A-10BC FIRE EXTINGUISHER

LAVATORY

MIRRORTOILET PAPERDISPENSERLOCATION RANGE

GRAB BAR

WATER CLOSET

WATERCLOSET

FLUSH HANDLE TO BEMOUNTED ON THESIDE OF THE W.C.AWAY FROM THEADJACENT WALL

INSULATE ALLEXPOSEDPIPING BELOWLAV. WITH'LAV GUARD'

GRAB BAR

PAPER TOWELDISPENSER

SOAPDISPENSER ADJACENT WALL

℄

* LOCATIONS TO COMPLYWITH REACH RANGE DETAILSTHIS SHEET

LAVATORY

℄

9"

MIN

.40"

MA

X. TO

REF

L. S

URFA

CE

34"

MA

X.

8" MIN. KNEE CLEAR AT 27" A.F.F.

6" MAX. TOE CLEAR

27"

MIN

.

17"-

19"

TO S

EAT

18"

MIN

.

1 1 2

" M

IN.

39"

- 41"

18"

MIN

.

12"MAX.

42" MIN.

39" - 41"

33"-

36"

17"-

19"

TO S

EAT

12"MIN.

24"MIN.

36" MIN.24" MIN.

48"

MA

X.

TO C

ON

TRO

LS *

16"-18"

56" MIN. CLEAR

7"-9"

60" MIN. CLEAR

33"-

36"

54" MIN.

42" MIN. CLEAR

11" MIN. KNEE CLEARAT 9" A.F.F.

17"-25" * MAINTAIN 112" MIN. CLEAR

BELOW GRAB BARS AND 12"ABOVE GRIPPING SURFACES

48" MIN.

18"

MIN.

F.D. F.D.

STACKEDWASHER &

DRYER

60" MIN.

60"

MIN

.

48"

MIN

.

48"

MIN

.

18"

MIN

.

48"

MIN

.

12"MIN.

24"MIN.

60" MIN.

18" MIN.

F.D. F.D.

12"

MA

X.

54"

MIN

.

56"

MIN

.

42"

MIN

.

39"-

41"17"

- 25"

48"

MIN

.

48"

MIN

.

60"

MIN

.

30" MIN.

48" MIN.

30"

MIN

.

16"-18"


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ACCESSIBILITYCOMPLIANCE

PLAN

19 ACCESSIBILITY COMPLIANCE PLANSCALE: 1/4" = 1'-0"

REFER TO SHEET C1.3 FOR ADDITIONALNOTES AND DIMENSIONS FORACCESSSIBILITY COMPLIANCE

1. DOORWAYS LEADING TO TOILET ROOMS SHALL BE IDENTIFIED BY A VISUAL AND TACTILE SIGNON THE WALL ADJACENT THE LATCH OUTSIDE OF THE DOOR. REFER TO DETAILS AND SIGNNOTES ON THE ACCESSIBILITY DETAILS SHEET. (ADA 216.8, 703.4)

2. INSTALL TOILET ACCESSORY UNITS IN ACCORDANCE WITH ADA AND MANUFACTURER'SSTANDARD DETAILS.

3. OPERABLE PARTS OF ALL FIXTURES OR ACCESSORIES ARE TO BE LOCATED WITHIN THE REACHRANGES ILLUSTRATED ON THE ACCESSIBILITY DETAILS SHEET AND AT A MAXIMUM OF 48" A.F.F.(ADA 309)

4. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSHCONTROLS SHALL WITH THE REACH RANGES ILLUSTRATED ON THE ACCESSIBILITY DETAILS SHEET.FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. (ADA 604.6)

5. WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATINGMECHANISM CONTROLS, SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHTGRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE THAN44" ABOVE THE FLOOR. (ADA 604.6, 606.4, 309)

6. THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, ANDFAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 LBS.ELECTRONIC OR AUTOMATIC FLUSHING CONTROLS ARE ACCEPTABLE AND PREFERABLE. (ADA604.6, 606.4, 309)

7. HAND OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. (ADA606.4)

8. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OROTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP ORABRASIVE SURFACES UNDER LAVATORIES AND SINKS. (ADA 606.5)

9. GRAB BARS TO HAVE A 114" TO 2" OUTSIDE DIAMETER MOUNTED AT 33"-36" A.F.F. TO TOP OF

THE GRIPPING SURFACE. (ADA 609.2, 609.4)

10. THE SPACING BETWEEN THE WALL AND THE GRAB BAR SHALL BE 112" THE SPACE BETWEEN THE

GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE 112" MINIMUM. THE3

SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12" MINIMUM (ADA609.3)

11. GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARPOR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES (ADA 609.5)

12. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. (ADA 609.6)

13. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL ORHORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER,MOUNTING DEVICE, OR SUPPORTING STRUCTURE. (ADA 609.8)

2 TYPICAL ACCESSIBLE TOILET COMPLIANCE DETAILSSCALE: 3/8" = 1'-0"

10 ENLARGED TOILET PLANSCALE: 1/2" = 1'-0"

CLEAR FLOOR AREA ATLAVATORY

18" MIN. X 18" MIN. CLEARFLOOR AREA AT SIGN - SEE

DETAIL 11/C1.3

CLEAR FLOOR AREA FORDOOR APPROACH

60"Ø TURNING SPACE

36" MIN. GRAB BARMOUNTED WITH TOP AT33"-36" A.F.F.

W.C. WITH SEAT AT 17"-19"A.F.F. AND FLUSH HANDLELOCATED AT OPEN SIDE

42" MIN. GRAB BARMOUNTED WITH TOP AT33"-36" A.F.F.

TACTILE UNISEX TOILET SIGN -

SEE DETAIL 16/C1.3

ALL NOTES AND DIMENSIONSPROVIDED APPLY TO BOTHTOILET ROOMS

10C1.2

18" VERTICAL GRAB BAR

CLEAR FLOOR AREAFOR DOOR APPROACH

36" WIDE, 34" HIGH MAX.ACCESSIBLE PORTION OFSALES COUNTER - FULL DEPTHOF COUNTER

30" X 48" CLEAR FLOOR AREAAT ACCESSIBLE PORTION OFSALES COUNTER




CLEAR FLOOR AREA ATWATER BOTTLE FILLINGSTATION

20 -SCALE:

15 -SCALE:

WATER BOTTLE FILLINGSTATION

SIGN TO BE MOUNTED ON WALL AT LATCH JAMB OF DOOREXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THEPUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES.TEXT SHOWN IS FOR EXAMPLE ONLY. SEE FLOOR PLAN NOTES FOR SPECIFIC

TEXT TO BE USED FOR A PARTICULAR APPLICATION.

SIGN TO BE MOUNTED ON WALL AT LATCH JAMB OF DOOREXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THEPUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES.

DOOR FRAME - LATCH SIDE

CORRESPONDING GRADE IIBRAILLE

DOOR FRAME - LATCH SIDE

CORRESPONDING GRADE IIBRAILLE

SANS SERIF UPPER CASELETTERING TO BE 58" MIN.TO 2" MAX. IN HEIGHT

SANS SERIF UPPER CASELETTERING TO BE 58" MIN.TO 2" MAX. IN HEIGHT

9" MIN.

9" MIN.

5'-0"

A.F

.F. M

AX.

38"

TO 1

2"

38"

MIN

.

9"

38"

TO 1

2"

6"

MIN

.3

8"

MIN

.

4'-0"

A.F

.F. M

IN

5'-0"

A.F

.F. M

AX.

4'-0"

A.F

.F. M

IN.

CENTERLINE OF TACTILECHARACTERS

CENTERLINE OF TACTILECHARACTERS

PLEASE NOTE!THIS DETAIL IS PROVIDED TO SHOW THE REQUIREMENTS FOR COMPLIANCEWITH ADA AND ANSI A117.1 REQUIREMENTS AND IS NOT INTENDED TOSHOW THE ACTUAL SIGN DESIGN FOR THIS PROJECT. PLEASE SEE SIGNDETAILS PROVIDED ELSEWHERE IN THIS SET FOR DESIRED SIGN DESIGN.

OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED FORWARD REACHUNOBSTRUCTED SIDE REACHOBSTRUCTED HIGH SIDE REACH

WHERE A FORWARD REACH IS UNOBSTRUCTED, THEHIGH FORWARD REACH SHALL BE 48" MAXIMUM ANDTHE LOW FORWARD REACH SHALL BE 15" MINIMUMABOVE THE FINISH FLOOR OR GROUND.

WHERE A HIGH FORWARD REACH IS OVER ANOBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTENDBENEATH THE ELEMENT FOR A DISTANCE NOT LESSTHAN THE REQUIRED REACH DEPTH OVER THEOBSTRUCTION. THE HIGH FORWARD REACH SHALL BE48" MAXIMUM WHERE THE REACH DEPTH IS 20"MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20",THE HIGH FORWARD REACH SHALL BE 44" MAXIMUMAND THE REACH DEPTH SHALL BE 25" MAXIMUM.

WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLELAPPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED,THE HIGH SIDE REACH SHALL BE 48" MAXIMUM AND THE LOW SIDEREACH SHALL BE 15" MINIMUM ABOVE THE FINISH FLOOR ORGROUND. AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THECLEAR FLOOR OR GROUND SPACE AND THE ELEMENT WHERE THEDEPTH OF THE OBSTRUCTION IS 10" MAXIMUM.

WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLELAPPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER ANOBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34"MAXIMUM AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24"MAXIMUM. THE HIGH SIDE REACH SHALL BE 48" MAXIMUM FOR AREACH DEPTH OF 10" MAXIMUM. WHERE THE REACH DEPTH EXCEEDS10", THE HIGH SIDE REACH SHALL BE 46" MAXIMUM FOR A REACHDEPTH OF 24" MAXIMUM.

OBSTRUCTED HIGH SIDE REACH OBSTRUCTED HIGH FORWARD REACH

48"

MA

X.

20" MAX.

44"

MA

X.

>20"-25" MAX.

48"

MA

X.

15"

MIN

.

48" MIN.

48" MIN.

48" MIN.

48"

MA

X.

15"

MIN

.

10" MAX.

48"

MA

X.

34"

MA

X.

10" MAX.30"

46"

MA

X.

34"

MA

X.

>10" -24" MAX.30"

1'-6" MIN.

45°

1'-6"

MIN

.

9" MIN.

EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THEPUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES.


ISSUE DATE:

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Date

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ACCESSIBILITYDETAILS

1. RAISED CHARACTERS ON SIGNS SHALL BE 132" MINIMUM ABOVE THEIR BACKGROUND AND SHALLBE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY CONTRACTED (GRADE 2) BRAILLE.

2. RAISED CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASELETTER "O" IS 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THEUPPERCASE LETTER "I".

3. RAISED CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTERSHALL BE 58" MINIMUM AND 2" MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I".

4. THE STROKE THICKNESS OF THE RAISED UPPERCASE LETTER "I" SHALL BE 15 PERCENT MAXIMUM OFTHE HEIGHT OF THE CHARACTER.

5. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENTRAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. WHERE CHARACTERSHAVE RECTANGULAR CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERSSHALL BE 18" MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM. WHERECHARACTERS HAVE OTHER CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISEDCHARACTERS SHALL BE 116" MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTHMAXIMUM AT THE BASE OF THE CROSS SECTIONS, AND 18" MINIMUM AND 4 TIMES THE RAISEDCHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS SECTIONS. CHARACTERSSHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 38" MINIMUM.

6. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN AMESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE RAISEDCHARACTER HEIGHT.

7. CONTRACTED (GRADE 2) BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED. BRAILLE DOTSSHALL BE DOMED OR ROUNDED. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALLONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES,INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS. DOT BASE DIAMETER SHALL BE.059" TO .063". DOTS IN THE SAME CELL SHALL BE .090 TO .100" ON CENTER. THE DISTANCEBETWEEN CORRESPONDING DOTS IN ADJACENT CELLS SHALL BE .241" TO .300" ON CENTER.DOTS SHALL BE RAISED .025" MINIMUM TO .037" MAXIMUM ABOVE THE BACKGROUND. THEDISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW SHALL BE .395"TO .400" ON CENTER.

8. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT. IF TEXT IS MULTI-LINED,BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 38" MINIMUMFROM ANY OTHER TACTILE CHARACTERS AND 38" MINIMUM FROM RAISED BORDERS ANDDECORATIVE ELEMENTS.

9. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48" MINIMUM ABOVE THE FINISH FLOOR ORGROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER AND60" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINEOF THE HIGHEST TACTILE CHARACTER.

10. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THEDOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONEACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN ISPROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THERIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF ASINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THENEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SOTHAT A CLEAR FLOOR SPACE OF 18" MINIMUM BY 18" MINIMUM, CENTERED ON THE TACTILECHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSEDPOSITION AND 45° OPEN POSITION. SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ONTHE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES.

11. VISUAL CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERSSHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARKBACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.

12. VISUAL CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A COMBINATION OF BOTH.

13. VISUAL CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS SHALL NOT BE ITALIC,OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS.

14. VISUAL CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASELETTER "O" IS 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THEUPPERCASE LETTER "I".

15. VISUAL CHARACTERS SHALL BE 40" MINIMUM ABOVE THE FINISHED FLOOR OR GROUND.

16. FOR VISUAL CHARACTERS, THE STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10PERCENT MINIMUM AND 30 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER.

17. VISUAL CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OFADJACENT CHARACTERS, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUALCHARACTERS SHALL BE 10 PERCENT MINIMUM AND 35 PERCENT MAXIMUM OF CHARACTERHEIGHT.

18. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS WITHIN A MESSAGESHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE CHARACTER HEIGHT.

19. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM. CHARACTERS AND BRAILLESHALL NOT BE LOCATED IN THE PICTOGRAM FIELD.

20. PICTOGRAMS AND THEIR FIELDS SHALL HAVE A NON-GLARE FINISH. PICTOGRAMS SHALLCONTRAST WITH THEIR FIELDS WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARKPICTOGRAM ON A LIGHT FIELD.

21. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD.TEXT DESCRIPTORS SHALL COMPLY WITH THE REQUIREMENTS FOR RAISED CHARACTERS ANDBRAILLE CHARACTERS PROVIDED ELSEWHERE IN THESE NOTES.

15SCALE:

17 GENERAL SIGNAGESCALE: 3" = 1'-0"

16 UNISEX TOILET SIGNAGESCALE: 3" = 1'-0"

10SCALE:

5SCALE:

4SCALE:

3SCALE:

2 SIDE REACHSCALE: 3/8" = 1'-0"

1 FORWARD REACHSCALE: 3/8" = 1'-0"

GENERAL SIGNAGE NOTES 11 TACTILE SIGN LOCATIONSCALE: 3/4" = 1'-0"

19SCALE:

18SCALE:

20SCALE:

9SCALE:

8SCALE:

14SCALE:

13SCALE:


ISSUE DATE:

DRAWN BY:

PROJECT NO.:

SHEET TITLE:

No.

SHEET NUMBER:

Date

17231

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SPECIFICATIONS

SPECIFICATIONS

DIVISION 1 - GENERAL CONDITIONS

1.01 GENERAL

A. THE STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR, OWNER'S MOST CURRENT

CONSTRUCTION CONTRACT, IS HEREBY MADE PART OF THESE DOCUMENTS.

B. THE GENERAL CONDITIONS OF THE CONTRACT ARE THE AMERICAN INSTITUTE OF ARCHITECTS STANDARD

DOCUMENT NO. A201 "THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", BUILDINGS,

HEREINAFTER REFERRED TO AS THE "GENERAL CONDITIONS"

C. THE CONTRACTOR SHALL FURNISH THE OWNER WITH FINAL APPLICATIONS FOR PAYMENT, A MINIMUM ONE

YEAR WRITTEN GUARANTEE, WARRANTING ALL WORK IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL

CONDITIONS.

D. THE OWNER RESERVES THE RIGHT TO WAIVE IRREGULARITIES AND TO REJECT ANY AND ALL BID PROPOSALS.

E. UNLESS NOTED OTHERWISE, DIRECTIVES ISSUED IN THE SPECIFICATIONS ARE ADDRESSED TO THE GENERAL

CONTRACTOR.

F. FURNISH ALL LABOR, MATERIALS, APPLIANCES, TRANSFORMATION AND SERVICES REQUIRED FOR

SATISFACTORY COMPLETION OF THE WORK.

G. INSPECT PREMISES AND VERIFY EXISTING CONDITIONS AND DIMENSIONS. REPORT ERRORS OR

INCONSISTENCIES TO THE ARCHITECT AND PROJECT MANAGER BEFORE ANY WORK IS DONE. FAILURE TO DO

SO RELIEVES ARCHITECT, PROJECT MANAGER AND OWNER OF RESPONSIBILITY FOR CORRECTION OF

RESULTING PROBLEMS.

H. OWNER RESERVES THE RIGHT TO INSTALL STORE FIXTURES, TO WORK OR TO USE A PORTION OF THE

CONSTRUCTION AREA AFTER SUBSTANTIAL COMPLETION BY THE CONTRACTOR. SUCH OCCUPANCY SHALL IN

NO WAY IMPLY ACCEPTANCE OF ANY PART OF THE WORK.

I. SUBMIT LIEN RELEASES COVERING ALL LABOR, MATERIALS AND OTHER COSTS INCURRED AS A PART OF THE

WORK, INCLUDING SUBCONTRACTORS LABOR AND MATERIALS AT APPLICATION FOR PAYMENT PER CONTRACT.

J. PERFORM ALL CUTTING, PATCHING, REPAIRING, AND RESTORING NECESSARY TO COMPLETE THE WORK AND

RESTORE DAMAGED ADJACENT SURFACES RESULTING FROM THE WORK TO ORIGINAL CONDITIONS TO THE

SATISFACTION OF OWNER, PROJECT MANAGER AND ARCHITECT.

K. CONCEAL, OR ENCASE AND FINISH, ALL PIPE, CONDUITS, DUCTS, VENTS, ETC., IN PUBLIC AREAS UNLESS

OTHERWISE NOTED.

L. THE ADJACENT PREMISES INTEND TO REMAIN IN BUSINESS THROUGHOUT THE WORK. PROTECT THE PUBLIC BY

UTILIZING TEMPORARY BARRICADES ETC. AS REQUIRED BY LOCAL AUTHORITY AND IN COMPLIANCE WITH OSHA

STANDARDS.

1.02 DEFINITIONS

A. THE TENANT - BARRE 3

B. OWNER OR LESSOR - BARRE 3

C. ARCHITECT - THE FIRM THAT PREPARED DRAWINGS

D. PROJECT MANAGER - OWNER'S DESIGNATED CONSTRUCTION COORDINATOR

E. CONTRACTOR - THE OWNER'S GENERAL CONTRACTOR AND/OR SUBCONTRACTORS

F. LANDLORD - BUILDING MANAGEMENT'S DESIGNATED REPRESENTATIVE.

1.03 PERMITS, INSURANCE, CODES, TESTS AND INSPECTIONS

A. CONFORM TO STATE, NATIONAL AND MUNICIPAL BUILDING AND SANITARY LAWS, CODES, REGULATIONS, AND ALL

LANDLORD REQUIREMENTS.

B. OBTAIN ALL NECESSARY PERMITS, INSPECTIONS, INSURANCE, LICENSES AND PAY ALL LEGAL FEES WHICH

SHALL FORM A PART OF THE WORK, INCLUDING THE COST OF PLUMBING, HVAC AND ELECTRICAL TESTS,

INSPECTIONS AND SERVICE CHARGES.

C. MAINTAIN SAFETY AMONG PERSONS PERFORMING THE WORK IN ACCORDANCE WITH CURRENT STANDARDS OF

THE OCCUPATIONAL SAFETY AND HEALTH ACT. NEITHER THE OWNER, PROJECT MGR., NOR THE ARCHITECT

SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, OR TECHNIQUES, OR FOR SAFETY

PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE OWNER, PROJECT MANAGER AND

ARCHITECT SHALL BE HELD HARMLESS FOR ANY ACCIDENT, INJURY OR ANY OTHER INCIDENT RESULTING FROM

NON-COMPLIANCE WITH THE STANDARDS MENTIONED ABOVE.

1.04 DRAWINGS AND SPECIFICATIONS

A. THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY. ANY REQUIREMENT FOUND IN ONE SHALL APPLY

AS IF FOUND IN BOTH. IF ONE IS MORE STRINGENT THAN THE OTHER, THEN THE MORE STRINGENT SHALL

APPLY.

B. REFER CONTRADICTIONS OR ERRORS IN DRAWINGS OR SPECIFICATIONS TO THE ARCHITECT OR PROJECT

MANAGER FOR CLARIFICATION.

C. DO NOT MAKE ANY CHANGE TO DRAWINGS OR SPECIFICATIONS, EXCEPT AS INDICATED ABOVE. USE

DIMENSIONS NOTED ON THE DRAWINGS, OR CALCULATED FROM SAID DIMENSIONS. DO NOT SCALE DRAWINGS.

D. THE CONTRACTOR FOR EACH BRANCH OF CONSTRUCTION SHALL TAKE FIELD MEASUREMENTS AT THE SITE

BEFORE COMMENCEMENT OF WORK.

E. PROVIDE AND UPDATE A COMPLETE RECORD SET (AS-BUILT) OF PRINTS. CORRECT DAILY TO SHOW EVERY

CHANGE FROM ORIGINAL DRAWINGS AND SPECIFICATIONS. AT THE COMPLETION OF THE WORK, DELIVER SET

TO THE OWNER'S PROJECT MANAGER, PER THE CONTRACT.

1.05 TEMPORARY FACILITIES

A. PAY FOR ALL ELECTRIC, WATER, SANITARY AND OTHER SERVICES REQUIRED TO PERFORM THE WORK.

1.06 PROTECTION OF PUBLIC AND ADJOINING PROPERTY

A. CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL WORK FROM DAMAGE. PROTECT THE OWNER'S

PROPERTY, ADJACENT PROPERTY AND PUBLIC PROPERTY FROM DAMAGE DUE TO THE WORK. CORRECT ANY

SUCH DAMAGE OR INJURY.

B. THE CONTRACTOR ASSUMES ALL RISKS OF DAMAGE TO OR FAILURE OF THE WORK, AND ALL RISKS OF

ACCIDENTS FROM WHATEVER CAUSE ARISING UNTIL THE WORK IS COMPLETE AND ACCEPTED BY THE

OWNER/TENANT.

C. THE CONTRACTOR AGREES TO PROTECT, DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER, PROJECT

MANAGER AND THE ARCHITECT AGAINST ALL LOSSES, COSTS, OR DAMAGE ON ACCOUNT OF ANY INJURY TO

PERSONS OR PROPERTY IN THE PERFORMANCE OF THIS CONTRACT.

1.07 DAMAGE TO OTHER WORK

A. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY CAUSED TO THE WORK OF OTHER

CONTRACTORS. PROMPTLY REPAIR SAID DAMAGES AT CONTRACTOR'S EXPENSE.

B. IN CASE OF FAILURE TO CORRECT SAID DAMAGES, THE CONTRACTOR SHALL HAVE THE COST OF CORRECTING

THEM DEDUCTED FROM HIS CONTRACT AMOUNT.

C. FAILURE OF THE CONTRACTOR TO CORRECT DAMAGE TO THE WORK OF OTHER CONTRACTORS SHALL NOT

EXCUSE SUCH OTHER CONTRACTORS FROM FINISHING THEIR PORTION OF THE WORK.

1.08 CHANGES TO CONTRACT

A. SPECIFY THE PROPOSED VARIATION, THE CHANGE TO CONTRACT AMOUNT, IF ANY, AND THE REASON FOR

MAKING IT. PROCEED ONLY AFTER AUTHORIZATION BY THE PROJECT MANAGER OR OWNER.

B. NO CLAIM FOR CHANGES TO THE CONTRACT WILL BE APPROVED UNLESS A PRICE HAS BEEN AGREED UPON IN

ADVANCE. ADDITIONAL WORK MUST BE APPROVED IN WRITING BY THE OWNER/PROJECT MANAGER PRIOR TO

WORK BEING EXECUTED.

C. CALCULATE CHANGES TO THE CONTRACT AT SAME PERCENTAGES FOR OVERHEAD AND PROFIT AS IN ORIGINAL

CONTRACT.

1.09 TAXES

A. PAY ALL SALES TAXES, SOCIAL SECURITY TAXES AND ANY OTHER TAXES REQUIRED BY LOCAL, STATE, OR

FEDERAL GOVERNMENTS. HOLD THE OWNER, PROJECT MANAGER AND ARCHITECT HARMLESS AGAINST SAME.

1.10 CONSTRUCTION CLEANUP

A. KEEP PREMISES FREE FROM SURPLUS MATERIAL, DIRT AND RUBBISH DURING THE WORK.

B. UPON COMPLETION OF THE WORK, REMOVE ALL TOOLS, SCAFFOLDING, DEBRIS, ETC. FROM THE BUILDING.

LEAVE INTERIOR AND EXTERIOR OF THE PREMISES CLEAN, INCLUDING CLEANING OF ALL GLASS, FIXTURES, ETC.

C. ALL CASEWORK AND STORE FIXTURES TO BE BLANKET WRAPPED. TOP SURFACE OF CASEWORK & FIXTURES

ARE TO BE KEPT CLEAR OF TOOLS AND MATERIALS & PROTECTED FROM DAMAGE DURING WORK.

1.11 RIGHT TO TERMINATE THE CONTRACT

A. THE OWNER SHALL HAVE THE AUTHORITY TO TERMINATE THE CONTRACT IF CONTRACTOR NEGLECTS THE

WORK OR FAILS TO PERFORM THE PROVISIONS OF THE CONTRACT. THE OWNER SHALL GIVE CONTRACTOR

SEVEN DAY'S WRITTEN NOTICE PRIOR TO TERMINATION. CONTRACTOR SHALL BE PAID FOR ALL WORK

COMPLETED WITHIN TEN DAYS OF TERMINATION.

1.12 PRELIMINARY OPERATION

A. CONTRACTOR SHALL ALLOW ALL COMPLETED AND OPERABLE EQUIPMENT TO BE OPERATED BY TENANT/OWNER

FOR ACCEPTANCE.

1.13 SERVICE

A. PROVIDE SERVICE ON ENTIRE SYSTEMS FOR A PERIOD OF ONE YEAR FROM DATE OF COMPLETION. PROVIDE

ALL PERIODIC MAINTENANCE NECESSARY FOR PEAK EFFICIENCY OF ALL PHASES OF THESE SYSTEMS, TO

INCLUDE OPERATIONAL AND PREVENTATIVE MAINTENANCE.

1.14 GUARANTEE

A. GUARANTEE THAT ALL MATERIALS ARE THE TYPE AND GRADE SUITABLE FOR ITS USE, THAT ALL LABOR WILL BE

OF SUITABLE SKILL, THAT ALL WORK WILL BE PERFORMED IN A WORKMANLIKE MANNER AND WILL BE IN GOOD

CONDITION AT DATE OF COMPLETION.

B. THE CONTRACTOR GUARANTEES ALL WORK FOR A MINIMUM PERIOD OF ONE YEAR AFTER COMPLETION AND

THE ACCEPTANCE BY THE OWNER, INCLUDING IMMEDIATE REPAIRS.

C. CORRECT ALL DEFECTS WHICH MAY APPEAR IN THE WORK WITHIN ONE YEAR AFTER ITS COMPLETION ARISING

FROM DEFECTIVE OR IMPROPER MATERIAL OR WORKMANSHIP. REPLACE OR REPAIR ANY PART OF THE WORK

WHICH IS DAMAGED OR DISTURBED AS A RESULT OF SAID CORRECTION.

D. A MANUFACTURER'S WARRANTY ON ANY ITEM SHALL NOT RELIEVE THE CONTRACTOR FROM FULL

RESPONSIBILITY FOR ADEQUATE FUNCTION/OPERATION OF SAID GUARANTEE/WARRANTY ITEMS ABOVE.

E. WARRANTIES OF MATERIALS AND WORKMANSHIP SHALL BE WRITTEN TO THE BENEFIT OF BOTH OWNER AND

TENANT/PROJECT MANAGER PRIOR TO FINAL PAYMENT.

DIVISION 2 - SITE WORK

REFER TO WORK AND SPECIFICATIONS AS INDICATED ON DRAWINGS.

DIVISION 3 - CONCRETE - REFER TO PLAN FOR EXTENT OF WORK REQUIRED

3.01 GENERAL

REFER TO PLAN FOR NEW SLAB REQUIREMENTS. IF EXISTING, PATCH AND REPAIR AS REQUIRED. EXISTING

SUPPORTED FLOOR TO BE CORED AS REQUIRED AND INDICATED. MATCH THE FOLLOWING:

A. CONCRETE: READY-MIXED CONCRETE, ASTM C94-69.

B. MATERIALS:

1. PORTLAND CEMENT, TYPE 1: ASTM C150 68.

2. FINE AGGREGATE: ASTM C33 69.

3. COARSE AGGREGATE: TABLE 11, SIZE 57 ASTM 33 69.

4. WATER: CLEAN AND POTABLE.

5. BAR REINFORCEMENT: GRADE 40 ASTM A 616 68.

6. WIRE FABRIC REINFORCEMENT: ASTM A185 69.

C. ADMIXTURES: POZZOLITH OR EQUAL, AS MANUFACTURED BY MASTER BUILDERS CO.

D. PROPORTION CONCRETE TO DEVELOP 3,000 PSI AT 28 DAYS AND HAVE A MAXIMUM SLUMP OF 4 1/2''.

E. MINIMUM CEMENT CONTENT: 5 1/2 BAGS (517#) PER CUBIC YARD. NO WATER IS TO BE ADDED AFTER MIXING.

F. REINFORCE CONCRETE SLABS WITH WELDED WIRE FABRIC, 6 X 6 - # 10 X 10, LAPPED 6'' AT END SIDE LAPS.

G. BAR REINFORCEMENT: SIZES AND PLACEMENT AS REQUIRED, CONTINUOUS AND LAPPED 24" AT SPLICES

H. PROVIDE CORNER BARS AT CORNERS.

I. PLACE 4'' COMPACTED LAYER OF POROUS FILL UNDER THE CONCRETE SLAB, IF NOT FURNISHED BY OTHERS.

J. BRING SUB GRADE TO SPECIFIED LEVEL, COMPACTED AND FINISHED SMOOTH.

K. BEFORE PLACEMENT OF WIRE FABRIC AND CONCRETE, COVER FLOOR AREA WITH 6 MIL POLYETHYLENE VAPOR

BARRIER, ALL LAPS WITH "ZERO PERM" TAPE. SEAL ALL PENETRATIONS AND PUNCTURES.

L. SCREED SLABS TO THE LEVEL SHOWN ON THE DRAWINGS OR AS REQUIRED.

M. FLOAT SLAB AND FINISH SURFACE WITH STEEL TROWEL AFTER WATER SHEEN HAS DISAPPEARED. DUSTING

WITH DRY SAND ON CEMENT IS NOT PERMITTED.

N. CURE SLABS WITH CHLORINATED RUBBER LIQUID MEMBRANE CURING/HARDENING COMPOUND: "CLEARBOND",

"CLEARSEAL", "MASTERSEAL", OR APPROVED EQUAL.

O. SLABS SHALL HAVE A MAXIMUM TOLERANCE OF 1/8'' IN 12'' AND SHALL NOT VARY AT ANY POINT MORE THAN 1/8''

ABOVE OR BELOW THE PLANE SURFACE.

P. SLABS TO RECEIVE A GROUT BED FINISH SHALL BE WATER CURED FOR 7 DAYS WITHOUT USE OF CURING

COMPOUND.

Q. CONCRETE WORK SHALL NOT BE DONE WHERE TEMPERATURES ARE 49 DEGREES FAHRENHEIT OR LESS.

R. THOROUGHLY CLEAN SLABS WHICH WILL REMAIN EXPOSED UPON COMPLETION OF WORK. AFTER CLEANING

APPLY A SECOND COAT OF CURING/HARDENING COMPOUND TO THE EXPOSED CONCRETE.

S. INCLUDE CONTROL JOINTS AT EACH COLUMN LINE AND NO MORE THAN 30' O.C. IN EACH DIRECTION.

T. SEPARATE SLABS AT COLUMNS FROM REST OF SLAB WITH A 1/4'' ISOLATION JOINT IN "DIAMOND" PATTERN AT

COLUMN.

U. 2'' THICK RIGID PERIMETER INSULATION SHALL BE INSTALLED WHEREVER NEW SLAB WORK ABUTS EXTERIOR

WALLS.

V. USE GROUT/ANCHORING CEMENT COMPLYING WITH ASTM C1107 TO SECURE INSERTS IN CORES.

DIVISION 4 - MASONRY

REFER TO WORK AND SPECIFICATIONS AS INDICATED ON DRAWINGS.

DIVISION 5: STRUCTURAL AND MISCELLANEOUS METAL - REFER TO PLAN FOR EXTENT OF

WORK REQUIRED

5.01 LIGHTWEIGHT GAUGE FRAMING

A. STEEL METAL STUDS ARE TO CONFORM TO SPECIFICATION ASTM C-645 AND UTILIZE 3

5

8

", 2

1

2

", 1

1

4

" METAL STUDS

AND CHANNELS, USG OR EQUAL. STUD SPACING AT 16" O.C., 20 GAUGE FOR STANDARD FRAMING, 16 GAUGE

FOR LOAD-BEARING CONDITIONS.

1. ALL DOOR OPENINGS AND/OR JAMB OPENINGS 2'-0" WIDE OR GREATER ARE TO BE FRAMED WITH TWO (2)

ADDITIONAL STUDS AT EACH JAMB, SECURED TO FRAMES AND OTHER STUDS AS RECOMMENDED UNDER

METAL INSTALLATION INSTRUCTIONS. INSTALLER TO FURNISH AND INSTALL RUNNER TRACK ON FRAME

HEAD AND UNDER SILL OF EACH OPENING, AND TO INSTALL JACK STUDS (SPACED THE SAME AS

FULL-HEIGHT STUDS) ABOVE AND BELOW OPENING, AND ADDITIONAL STIFFENERS 6" ABOVE AND 6" BELOW

OPENING, EXTENDED TWO (2) REGULAR SPACES BEYOND JAMBS ON EACH SIDE.

B. ALL STUD COMPONENTS AS DETAILED, COMPLETE WITH ALL RUNNERS, CLIPS, AND HANGERS.

1. ALL BOTTOM AND TOP RUNNER TRACKS ARE TO BE ANCHORED TO THE SUBSTRATES FOR THE

INSTALLATION OF STEEL STUDS. THIS SYSTEM IS TO BE ISOLATED FROM THE BUILDING STRUCTURES TO

PREVENT TRANSFER OF LOADING, AND DEFLECTIONS INTO THE LATHING AND METAL SUPPORT SYSTEM,

BOTH VERTICALLY AND HORIZONTALLY.

2. RUNNER CHANNELS: .022" ZINC-COATED COLD-ROLLED STEEL NAILING CHANNELS,

7

8

" DEEP.

C. INSTALL ADDITIONAL FURRING MEMBERS/GROUNDS/CORNER STUDDING AT EDGES AT CORNERS OF WORK, AND

AT OPENINGS AND CONTROL/EXPANSION IN THE WORK.

D. PROVIDE STUD BACKING AT EACH SURFACE-MOUNTED DISPLAY STANDARD, HOOKS, OR HANGRAILS.

E. PROVIDE BACKING FOR HANDICAP GRAB BARS AND CHANGING TABLE.

F. FOR WALLS OTHER THAN DEMISING WALLS, PROVIDE HORIZONTAL STUD BRACING AT 6'-0" ON CENTER, AND

DIAGONAL BRACING ABOVE THE CEILING. ANCHOR TO STRUCTURE AS DIRECTED BY LANDLORD, AND AS

REQUIRED BY CODE.

1. ALL FURRING FROM ABUTTING STRUCTURES TO BE ISOLATED, AS REQUIRED, TO AVOID ANY TRANSFER OF

LOADS AND/OR DEFLECTIONS INTO THE FURRING SYSTEM.

G. PLATFORM FRAMING

1. STRUCTURAL DECK FRAMING SHALL BE "C" TYPE STEEL CHANNELS AS DETAILED.

5.02 MISCELLANEOUS METAL

A. PROVIDE AND INSTALL STEEL ANGLES, BOLTS, AND CLIPS AS REQUIRED BY THE DRAWINGS AND CONSTRUCTION

PRACTICE.

1. SCREW IN FURRING: UTILIZE 25 GAUGE GALVANIZED STEEL HAT-SHAPED MEMBERS WITH KNURLED FACES,

ASTM C645.

B. ALL STRUCTURAL STEEL SHALL MEET ASTM A36, STRUCTURAL TUBING ASTM A500 -GRADE B, AND ANCHOR

BOLTS ASTM A307. STRUCTURAL STEEL SHALL MEET A.S.C. SPECIFICATIONS. SUPPLY WITH SHOP PRIME COAT,

AND ALL BASE PLATES, HANGERS, SADDLES, AND BOLTS AS REQUIRED PER SHOP DRAWINGS.

C. MISCELLANEOUS STEEL SHALL BE A36. PIPE SHALL BE STANDARD WEIGHT OR EXTRA HEAVY AS NOTED.

SUPPLY ALL STEEL WITH SHOP PRIME COAT.

5.03 METAL FABRICATIONS

A. INSTALL METAL HANG RAILS, WALL HARDWARE, ETC., PROVIDED BY TENANT, AS REQUIRED

DIVISION 6: CARPENTRY - REFER TO PLAN FOR EXTENT OF WORK REQUIRED

6.01 GENERAL

A. ALL MATERIALS ABOVE THE CEILING SHALL BE NON-COMBUSTIBLE AS REQUIRED BY CODE.

B. METAL STUDS SHALL BE 16" O.C. (362SJ20) UNLESS NOTED OTHERWISE. WOOD STUDS SHALL BE USED ONLY

FOR MINOR, MISCELLANEOUS BLOCKING, OR AS SHOWN ON DRAWINGS, AND SHALL BE FIRE-RETARDANT

TREATED LUMBER.

C. SOFFIT AND STOREFRONT FRAMING SHALL BE SELF-SUPPORTING, CONSTRUCTED OF STRUCTURAL METAL

STUDS, AND DIAGONALLY BRACED AT 48" O.C.

D. MATERIALS SHALL BE NEW, AND WORK SHALL BE PERFORMED IN A QUALITY WORKMAN-LIKE MANNER.

E. ROOF PENETRATIONS AS REQUIRED, PERFORMED BY LANDLORD'S APPROVED ROOFER, AS PART OF THE

OWNER/TENANT'S GENERAL CONTRACTOR'S CONTRACT WHEN APPLICABLE, UNLESS NOTED OTHERWISE.

F. STRUCTURALLY BRACE NEW OPENINGS AS REQUIRED, WITH EQUIPMENT CURBS AS SPECIFIED FOR

MECHANICAL EQUIPMENT. ALL NEW ROOFING AND RELATED ACCESSORIES SHALL BE BY THE SAME

MANUFACTURER, TYPE, AND SPECIFICATION AS THE ORIGINAL ROOF. PERFORM ALL ROOFING WORK BY

INDIVIDUALS CERTIFIED BY THE ROOFING MANUFACTURER FOR SAID INSTALLATION, IF THE LANDLORD

REQUIRES. THE ROOFING CONTRACTOR SHALL PROVIDE CERTIFICATION AFTER THE WORK IS COMPLETED THAT

THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

G. LUMBER IN CONTACT WITH CONCRETE OR TERRAZZO FLOORS SHALL BE PRESSURE-TREATED.

H. FINISH WOODWORK SMOOTH ON EXPOSED SURFACES, FREE FROM MACHINE MARKS OR DEFACEMENTS. SAND

INTERIOR WOODWORK BY HAND AFTER ERECTED. MAKE ALL JOINTS NEATLY AND ACCURATELY. PROPERLY

PROTECT COMPLETED FINISH WORK.

I. PROVIDE METAL STUD BLOCKING BEHIND ALL SIGNS, FIXTURES, ETC. WHERE INDICATED, OR AS REQUIRED.

6.02 GYPSUM DRYWALL AND PARTITIONS

A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY TO COMPLETE THE WORK OF THIS SECTION IN

ACCORDANCE WITH THE DRAWINGS. THIS WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:

1. METAL STUD AND GYPSUM DRYWALL PARTITIONS, INCLUDING METAL FURRING, METAL FRAMING AND

GROUNDS AT, OR ON THESE PARTITIONS.

2. METAL FURRING AND GYPSUM DRYWALL CEILINGS AND ENCLOSURES FOR PIPES, DUCTS, DUCTS, AND

CONDUITS.

3. CORNER BEADS, CASING BEADS, FASTENERS, AND RELATED ITEMS FOR DRYWALL WORK.

4. TAPING, SPACKLING, AND SEALANT FOR JOINTS IN DRYWALL.

5. INSTALL GYPSUM BOARD IN ALL RATED ASSEMBLIES WITH CORRECT ORIENTATION AS INDICATED IN

DETAILS.

6. USE MOISTURE-RESISTANT GYPSUM BOARD TO HEIGHT OF 4'-0" MINIMUM IN ALL BATHROOMS, AROUND ALL

MOP SINKS, EXTERIOR EXPOSURES, AND OTHER LOCATIONS SUSCEPTIBLE TO MOISTURE.

6.03 ROUGH CARPENTRY

A. PROVIDE ALL ROUGH CARPENTRY WORK NECESSARY TO COMPLETE THE WORK.

B. METAL STUDS AND TRACKS: COLD-ROLLED FORMED CHANNELS OF NOT LESS THAN 20 GAUGE GALVANIZED

STEEL, OR STANDARD WIDTHS AS INDICATED, WITH HOLES FOR ELECTRICAL CONDUIT. METAL STUDS INDICATED

AS "STRUCTURAL" SHALL CONFORM TO SIZE/GAUGE AS SPECIFIED IN DETAILS AND SECTIONS.

C. FASTENERS: SELF-DRILLING, SELF-TAPPING SCREWS OF CADMIUM-PLATED STEEL; 1

1

8

" FOR SINGLE-PLY, 2" FOR

DOUBLE-PLY GYPSUM BOARD.

D. HANGER WIRE: 6 GAUGE GALVANIZED AND 16 GAUGE GALVANIZED TIE WIRE, U.S.G. CUP ANCHORAGE, OR

EQUAL.

E. GYPSUM WALLBOARD: AS MANUFACTURED BY U.S. GYPSUM, BESTWALL GYPSUM COMPANY, OR NATIONAL

GYPSUM COMPANY. WALLBOARD SHALL HAVE TAPERED EDGES, AND SHALL BE

5

8

" THICK. USE MAXIMUM

LENGTHS OF WALLBOARDS TO MINIMIZE NUMBER OF JOINTS. TYPES OF WALLBOARD INCLUDE:

1. U.S.G. WR GYPSUM BOARD FOR USE IN ENTIRE TOILET AREA, IF NEW.

2. U.S.G. FIRECODE "X" GYPSUM BOARD,

5

8

" THICK.

F. CASING AND CORNER BEADS: STANDARD GALVANIZED BEADS OF TYPES RECOMMENDED BY THE WALLBOARD

MANUFACTURER (U.S.G. #200-A AND "DURABEAD", OR EQUAL).

G. JOINT COMPOUND AND TAPE: AS RECOMMENDED BY WALLBOARD MANUFACTURER.

H. LAMINATING ADHESIVES: AS RECOMMENDED BY WALL COVERING MANUFACTURER.

I. ACOUSTIC SEALANT: TREMCO MANUFACTURING CO.

J. COORDINATE METAL STUD LAYOUT WITH OTHER TRADES.

K. WALLBOARD INSTALLATION, ACCESSORIES, AND TAPING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S

SPECIFICATIONS. INSTALL SEALANT AROUND ALL PERIMETERS.

6.04 WORKMANSHIP

A. ALL WORK SHALL BE SKILLFULLY FRAMED, BRACKETED, ANCHORED, AND SECURED IN THE BEST AND

STRONGEST MANNER, TRUE AND PLUMB, IN ACCORDANCE WITH MANUFACTURER, AND NOT LESS THAN

REQUIRED BY CODE.

B. GYPSUM PANEL SURFACES SHALL BE ISOLATED WITH CONTROL JOINTS (DSG #093 OR EQUAL) WHEREVER:

1. PARTITION ABUTS A STRUCTURAL ELEMENT (EXCEPT FLOOR).

2. PARTITION RUN EXCEEDS 30 LINEAR FEET.

D. USE SINGLE SHOE ON FLOOR AND AND DOUBLE PLATE AT HEAD OF ALL WOOD PARTITIONS.

6.05 FINISH CARPENTRY AND MILLWORK

A. PROVIDE AND INSTALL ALL WORK SHOWN, AND AS REQUIRED TO FINISH THE JOB.

B. PERFORM CARPENTRY WORK TO THE BEST STANDARDS OF PRACTICE. LAY OUT WORK CAREFULLY TO

PRODUCE RESULTS INTENDED BY DRAWINGS, AND TO ACCOMMODATE WORK OF OTHER TRADES.

C. FRAMING SHALL BE METAL STUDS INSTALLED AND FITTED ACCURATELY AND PROPERLY IN POSITION, TRUE,

PLUMB, LEVEL, AND RIGIDLY SECURED IN POSITION. STUDS SHALL BE SET ACCURATELY TO RECEIVE FINISH.

D. INSTALL DOORS AND HARDWARE SO DOORS SWING QUIETLY AND FREELY ON THEIR HINGES, AND CLOSE

ACCURATELY AGAINST STOPS WITHOUT BINDING. LATCH BOLTS MUST ENGAGE POSITIVELY WITH STRIKES

WHEN DOORS ARE CLOSED. DOORS MUST REMAIN IN STATIONARY IN ANY POSITION WITHOUT INDEPENDENT

MOTION.

E. FINISH WOODWORK SMOOTH ON EXPOSED SURFACES, FREE FROM MACHINE MARKS OR DEFACEMENTS. SAND

INTERIOR WOODWORK BY HAND AFTER ERECTED. MALE ALL JOINTS NEATLY AND ACCURATELY. PROPERLY

PROTECT COMPLETED FINISH WORK.

F. PROVIDE METAL STUD BLOCKING BEHIND ALL SIGNS, FIXTURES, ETC. WHERE INDICATED OR AS REQUIRED.

6.06 INTERIOR AND EXTERIOR TRIM MILLING

A. INSTALL EXTERIOR TRIM IN ACCORDANCE WITH A.W.I. STANDARDS.

B. INTERIOR TRIM SHALL BE FIRE-RETARDANT TREATED TO COMPLY WITH LOCAL FLAME SPREAD OR OTHER

CODES. WHERE WOOD IS USED AS SUBSTRATE FOR PLASTIC LAMINATE OR OTHER FINISH SURFACES, THE

CONTRACTOR MAY SUBSTITUTE "DURAFLAKE FR" CLASS 1 FIRE-RATED PARTICLE BOARD BY WILLAMETTE

INDUSTRIES, INC. OR APPROVED EQUAL.

DIVISION 7: THERMAL AND MOISTURE PROTECTION - REFER TO PLAN FOR EXTENT OF WORK

REQUIRED

7.01 ROOFING

A. ROOF PENETRATIONS AS REQUIRED, PERFORMED BY LANDLORD'S APPROVED ROOFER AS PART OF THE

LANDLORD'S GENERAL CONTRACTOR'S CONSTRUCTION REQUIREMENTS, WHEN APPLICABLE.

B. STRUCTURALLY BRACE NEW OPENINGS AS REQUIRED, WITH EQUIPMENT CURBS AS SPECIFIED FOR

MECHANICAL EQUIPMENT. ALL NEW ROOFING AND RELATED ACCESSORIES SHALL BE BY THE SAME

MANUFACTURER, AND OF THE SAME TYPE AND SPECIFICATION AS THE ORIGINAL ROOF. PERFORM ALL ROOFING

WORK BY INDIVIDUALS CERTIFIED BY THE ROOFING MANUFACTURER FOR SAID INSTALLATION. IF THE

LANDLORD REQUIRES, THE ROOFING CONTRACTOR SHALL PROVIDE CERTIFICATION AFTER THE WORK IS

COMPLETED THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

7.02 WATERPROOFING

A. PROVIDE DEX-O-TEX BARRIER GUARD OR EQUAL 56 MIL MINIMUM THICKNESS WATERPROOF MEMBRANE UNDER

ALL BATHROOM FLOORING INSTALLATIONS, AND EXTEND UP SURROUNDING WALLS WITH A MINIMUM 6" HEIGHT.

PROVIDE MANUFACTURER'S STANDARD 1-YEAR PRODUCT WARRANTY.

DIVISION 8: DOORS, WINDOWS, AND GLASS - REFER TO PLAN FOR EXTENT OF WORK

REQUIRED

8.01 STOREFRONT CLOSURE

REFER TO DRAWINGS FOR COMPLETE SPECIFICATIONS

A. SUBMITTALS: INCLUDE FABRICATION METHODS, FINISHING, HARDWARE, ACCESSORIES, AND INSTALLATION

RECOMMENDATIONS.

B. STOREFRONT HARDWARE TO INCLUDE THE FOLLOWING:

1. PROVIDE MANUFACTURER'S ANCHORAGE AND FASTENERS CONCEALED EXCEPT AS OTHERWISE REQUIRED.

FINISH HEAD OR EXPOSED FASTENERS TO MATCH ADJACENT METAL FINISHES.

2. PROVIDE HEAVY-DUTY HARDWARE UNITS; METAL AND FINISH FOR EXPOSED PARTS TO MATCH FINISH OF

EXPOSED FITTINGS.

3. PROVIDE EMERGENCY/PANIC HARDWARE IF REQUIRED BY CODE.

C. PROVIDE SHOP DRAWINGS TO INCLUDE ELEVATIONS, HARDWARE MOUNTING HEIGHTS, DETAIL SECTIONS OF

FITTINGS, ANCHORAGE, REINFORCEMENTS.

D. IT SHALL BE THE GENERAL CONTRACTOR RESPONSIBILITY TO FIELD VERIFY DIMENSIONS PRIOR TO

FABRICATION.

8.02 DOORS, TRIM, AND FRAME

A. DOORS, TRIM, AND FRAME (SEE DOOR SCHEDULE ELSEWHERE ON DRAWINGS FOR DOOR AND FRAME TYPES)

1. FINISH NOTED ON DOOR SCHEDULE OCCURS ON BOTH SIDES OF DOOR AND FRAME UNLESS OTHERWISE

NOTED.

2. UNLESS SHOWN OTHERWISE, DOOR LOCATIONS NOT DIMENSIONED SHALL BE LOCATED 3'' FROM FINISHED

WALL CORNER TO EDGE OF DOOR.

3. ALL WOOD DOORS SHALL BE PAINT GRADE BIRCH UNLESS OTHERWISE NOTED.

4. ALL INTERIOR DOORS SHALL BE THICKNESS AS SHOWN ON DRAWINGS.

5. ALL INTERIOR DOORS WITH FIRE RATING SHALL HAVE LABEL ATTACHED TO DOOR EDGE.

6. EXIT OR EXTERIOR SURFACE DOOR, WHERE REQUIRED TO BE PROVIDED BY GENERAL CONTRACTOR,

SHALL BE 1

3

4

" THICK FLUSH METAL DOOR IN METAL FRAME.

7. ALL WOOD TRIM SHALL BE "CUSTOM" GRADE SOFTWOOD AS DEFINED BY A.W.I. UNLESS NOTED OTHERWISE.

8. ALL HOLLOW METAL FRAMES SHALL BE KNOCK-DOWN TYPE.

9. ACCESS DOORS IN GYPSUM BOARD CEILINGS SHALL BE AS MANUFACTURED BY ACUDOR OR EQUAL AND

SHALL BE METAL CONCEALED TYPE FULLY TAPED-IN AND PAINTED TO MATCH THE ADJACENT SURFACE.

DOORS SHALL BE FIRE-RATED WHERE REQUIRED.

B. INSTALL DOORS AND HARDWARE SO DOORS SWING QUIETLY AND FREELY ON THEIR HINGES, AND CLOSE

ACCURATELY AGAINST STOPS WITHOUT BINDING. LATCH BOLTS MUST ENGAGE POSITIVELY WITH STRIKES

WHEN DOORS ARE CLOSED. DOORS WITHOUT CLOSERS MUST REMAIN STATIONARY IN ANY POSITION WITHOUT

INDEPENDENT MOTION.

C. DOOR HARDWARE (SEE DOOR SCHEDULE ON DRAWING FOR HARDWARE GROUPS)

1. NO EXTRA COST WILL BE ALLOWED BECAUSE OF CHANGES OR CORRECTIONS NECESSARY FOR PROPER

INSTALLATION OF HARDWARE OR FURNISHING NECESSARY HARDWARE.

2. CHECK DOOR THICKNESS, DETAILS OF TRIM, CLEARANCES FOR HINGES, STRIKES, CLOSERS, FASTENERS

REQUIRED AND FIRE RATING REQUIREMENTS BEFORE COMMENCING WITH HARDWARE INSTALLATION.

3. PROVIDE PANIC HARDWARE WHERE REQUIRED ON ALL SERVICE EXIT DOORS IN ACCORDANCE WITH LOCAL

CODES.

4. CONTRACTOR SUPPLIED HARDWARE TO INCLUDE ALL REQUIRED SCREWS, BOLTS, AND FASTENERS

NECESSARY FOR INSTALLATION.

8.03 GLASS AND GLAZING

A. COMPLY WITH FGMA "GLAZING MANUAL" AND "SEALANT MANUAL". ALL GLAZING SHALL CONFORM TO THE

FOLLOWING STANDARDS:

1. PRIME NON-PROCESSED GLASS: FS DD-G-451

2. HEAT-TREATED GLASS: FS DD-G-1403

3. CPSC SAFETY GLASS: 16 CFR 1201

4. ANSI SAFETY GLAZING: ANSI Z97.1

B. TEMPERED FLOAT GLASS SHALL BE GRADE B, STYLE 1, TYPE 1, QUALITY Q3, CLASS 1, CLEAR IN THICKNESS

INDICATED.

C. ALL EXPOSED EDGES OF GLASS TO BE GROUND SMOOTH AND POLISHED BEFORE TEMPERING. 1/4" GAP BUTT

JOINTS ARE TYPICAL UNLESS OTHERWISE NOTED.

D. ALL MIRROR GLASS SHALL BE 1/4" QUALITY Q2 CLEAR FLOAT GLASS; FULL SILVER COATING, COPPER COATING,

AND ORGANIC COATING

DIVISION 9: FINISHES - REFER TO DRAWINGS FOR EXTENT OF WORK REQUIRED

9.01 GYPSUM BOARD AND PARTITIONS

A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY TO COMPLETE THE WORK OF THIS SECTION IN

ACCORDANCE WITH THE DRAWINGS. THIS WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:

1. METAL STUD AND GYPSUM BOARD PARTITIONS, INCLUDING METAL FURRING AND METAL FRAMING.

2. METAL FURRING AND GYPSUM BOARD CEILINGS AND ENCLOSURES FOR PIPES, DUCTS AND CONDUITS.

3. CORNER BEADS, CASING BEADS, FASTENERS, AND RELATED ITEMS FOR GYPSUM BOARD WORK.

4. TAPING, SPACKLING AND SEALANT FOR JOINTS IN GYPSUM BOARD.

5. INSTALL GYPSUM BOARD IN ALL RATED ASSEMBLIES WITH CORRECT ORIENTATION AS INDICATED IN

DETAILS.

6. USE MOISTURE RESISTANT GYPSUM BOARD TO HEIGHT OF 48" IN ALL BATHROOMS, AROUND ALL MOP

SINKS, EXTERIOR EXPOSURES, AND OTHER LOCATIONS SUSCEPTIBLE TO MOISTURE.

B. SOFFIT AND STOREFRONT FRAMING SHALL BE SELF-SUPPORTING, CONSTRUCTED OF STRUCTURAL METAL

STUDS AND DIAGONALLY BRACED AS INDICATED ON DRAWINGS.

C. METAL STUDS SHALL BE PLACED 16" O.C. UNLESS OTHERWISE NOTED. WOOD STUDS SHALL BE USED ONLY FOR

MINOR, MISCELLANEOUS BLOCKING OR AS SHOWN ON DRAWINGS AND SHALL BE FIRE-RETARDANT TREATED

LUMBER.

D. METAL STUDS AND TRACKS: COLD ROLLED FORMED CHANNELS OF NOT LESS THAN 22 GAUGE GALVANIZED

STEEL, OF STANDARD WIDTHS AS INDICATED WITH HOLES FOR ELECTRICAL CONDUIT. METAL STUDS INDICATED

AS "STRUCTURAL" SHALL CONFORM TO SIZE/GAUGE AS SPECIFIED IN DETAILS AND SECTIONS.

E. FASTENERS: SELF-DRILLING, SELF-TAPPING SCREWS OF CADMIUM-PLATED STEEL. 1

1

8

" FOR SINGLE-PLY, 2" FOR

DOUBLE-PLY GYPSUM BOARD.

F. HANGER WIRE: 8 GAUGE GALVANIZED AND 16 GAUGE GALVANIZED TIE WIRE OR U.S.G. CLIP ANCHORAGE, OR

EQUAL.

G. GYPSUM WALLBOARD: AS MANUFACTURED BY U.S. GYPSUM, BESTWALL GYPSUM COMPANY, OR NATIONAL

GYPSUM COMPANY. WALLBOARD SHALL HAVE TAPERED EDGES, AND SHALL BE

5

8

" THICK. USE MAXIMUM

LENGTHS OF WALLBOARDS TO MINIMIZE NUMBER OF JOINTS. TYPES OF WALLBOARD INCLUDE: U.S.G. WR

GYPSUM BOARD AND U.S.G. FIRECODE "X" GYPSUM BOARD,

5

8

" THICK.

H. CASING AND CORNER BEADS: STANDARD GALVANIZED BEADS OF TYPES RECOMMENDED BY THE WALLBOARD

MANUFACTURER (U.S.G. #200-A, "DURABEAD", OR EQUAL).

I. JOINT COMPOUND AND TAPE: AS RECOMMENDED BY WALLBOARD MANUFACTURER.

J. LAMINATING ADHESIVES: AS RECOMMENDED BY WALLBOARD MANUFACTURER.

K. ACOUSTIC SEALANT: TREMCO MANUFACTURING COMPANY.

L. COORDINATE METAL STUD LAYOUT WITH OTHER TRADES

M. WALLBOARD INSTALLATION, ACCESSORIES, AND TAPING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S

SPECIFICATIONS. INSTALL SEALANT AROUND ALL PERIMETERS.

N. PROVIDE METAL STUD BLOCKING BEHIND ALL SIGNS, FIXTURES, ETC. WHERE INDICATED, OR AS REQUIRED.

O. WORKMANSHIP:

1. ALL WORK SHALL BE SKILLFULLY FRAMED, BRACKETED, ANCHORED, AND SECURED IN THE BEST AND

STRONGEST MANNER, TRUE AND PLUMB, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, AND

NOT LESS THAN REQUIRED BY CODE.

2. GYPSUM PANEL SURFACES SHALL BY ISOLATED WITH CONTROL JOINTS (U.S.G. #093 OR EQUAL) WHEREVER:

a. PARTITION ABUTS A STRUCTURAL ELEMENT (EXCEPT FLOOR).

b. PARTITION RUN EXCEEDS 30 LINEAR FEET.

9.02 PAINTING AND WALL COVERING

A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND OPERATIONS NECESSARY TO COMPLETE THE WORK OF THIS

SECTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS WORK INCLUDES, BUT IS NOT LIMITED TO

THE FOLLOWING:

1. PRIMING UNPRIMED SURFACES TO BE PAINTED UNDER THIS SECTION.

2. PAINTING GYPSUM BOARD THAT WILL BE EXPOSED TO VIEW, EXCEPT WHERE OTHER FINISHES ARE

REQUIRED.

3. FINISHING WOOD THAT WILL BE EXPOSED TO VIEW.

4. FINISH PAINTING OF SHOP-PRIMED FERROUS METALS, SUCH AS HOLLOW METAL DOORS AND FRAMES,

DOOR BUTTS, AND MISCELLANEOUS FERROUS METALS.

5. PAINTING EXPOSED PIPES, CONDUIT, AND OTHER MECHANICAL AND ELECTRICAL WORK IN ALL VISIBLE

LOCATIONS, EXCEPT FACTORY-FINISHED SURFACES.

6. INCIDENTAL PAINTING AND TOUCHING UP AS REQUIRED TO PRODUCE PROPER FINISH FOR ALL PAINTED

SURFACES, INCLUDING FACTORY-PAINTED ITEMS.

7. WALL COVERING AS INDICATED ON THE FINISH SCHEDULE.

B. APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTION REGARDING APPLICATION OF MATERIAL,

AND PREPARATION OF SURFACES.

C. PUT SUBSTRATE SURFACES IN PROPER CONDITION BY CLEANING, SANDING, AND PUTTYING. PAINTING

CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF UNSUITABLE SUBSTRATE, OR ASSUME

RESPONSIBILITY FOR CORRECTING ANY UNSATISFACTORY FINISHES RESULTING. DO NOT LEAVE RUNS, DRIPS,

ETC. SAND BETWEEN ALL COATS OF PAINT ON WOODWORK.

D. PAINTS: COMMERCIAL-GRADE, AS INDICATED ON THE FINISH SCHEDULE. APPLY ADDITIONAL TOPCOATS,

BEYOND THE MINIMUM SPECIFIED BELOW, AS REQUIRED TO PROVIDE ADEQUATE, EVEN, AND UNIFORM

COVERAGE.

E. SCHEDULE:

FERROUS METAL

FIRST COAT: ENAMEL LATEX PRIMER OR METAL PRE-TREATMENT

SECOND COAT: ENAMEL LATEX OR OXIDE METAL ENAMEL

THIRD COAT: ENAMEL LATEX OR OXIDE METAL ENAMEL

EXPOSED GYP. BD.

FIRST COAT: LATEX PRIMER

SECOND COAT: LATEX, UNLESS NOTED OTHERWISE

THIRD COAT: LATEX, UNLESS NOTED OTHERWISE

WOOD TRIM

FIRST COAT: INTERIOR TRIM PRIMER

SECOND COAT: ENAMEL LATEX, UNLESS NOTED OTHERWISE

THIRD COAT: ENAMEL LATEX, UNLESS NOTED OTHERWISE

F. WORK SHALL BE DONE BY SKILLED MECHANICS IN A WORKMAN-LIKE MANNER, UNDER FAVORABLE CONDITIONS.

MIXING, THINNING, AND APPLICATION OF MATERIALS SHALL BE DONE ACCORDING TO MANUFACTURER'S

DIRECTIONS. TINTING AND MATCHING OF COLORS TO THE SATISFACTION OF OWNER. PAINT SHALL BE

THOROUGHLY MIXED BY STIRRING AND BOXING, AND SHALL BE APPLIED EVENLY AND WITHOUT DEFECTS

G. INSTALL SEAMS VERTICAL AND PLUMB, WITH NO HORIZONTAL SEAMS.

H. MATCH PATTERN 72 INCHES ABOVE FINISHED FLOOR.

I. AFTER COMPLETION OF WORK, CONTRACTOR AND OWNER SHALL MAKE DETAILED INSPECTION OF WORK.

REFINISH ALL DISFIGURED PORTIONS TO PRODUCE AN ACCEPTABLE "LIKE NEW" FINISH. REMOVE ALL

SPATTERING OF PAINT FROM ADJOINING WORK.

9.03 CEILING

A. PROVIDE SUSPENDED CEILING SYSTEM WHERE INDICATED ON DRAWINGS, AS HEREAFTER SPECIFIED.

B. ACOUSTICAL TILE: 24" X 48" X

5

8

" OR 24" X 24" X

5

8

" THICK, HEAVY-DENSITY, CLASS "A", NON-COMBUSTIBLE,

MINERAL FIBER PRODUCT FOR LAY-IN CEILING CONSTRUCTION, PATTERN AS DESCRIBED ON THE DRAWINGS.

INSTALL ALL TILES FREE OF CHIPS AND SCRATCHES. SEE FINISH SCHEDULE.

C. ACOUSTICAL GRID SYSTEM: AS NOTED ON FINISH SCHEDULE, AND SHALL CONFORM TO REQUIREMENTS OF THE

STANDARD, HEAVY-DUTY (SINGLE-TEE) STRUCTURAL CLASSIFICATION ESTABLISHED BY THE ACOUSTICAL

MATERIALS ASSOCIATION. ALL EXPOSED SURFACES SHALL RECEIVE A STANDARD BAKED ENAMEL FINISH TO

MATCH FINISH SCHEDULE ON THE DRAWINGS.

D. FIRE-RATED CEILING: WHERE REQUIRED BY THE DRAWINGS, OR WHERE REQUIRED TO CONFORM TO FIRE

RATING REGULATIONS OF THE LOCAL BUILDING AUTHORITY, PROVIDE HOLD-DOWN CLIPS FOR CEILING TILE, OR

ANY OTHER ACCESSORIES REQUIRED FOR A COMPLETE FIRE-RATED INSTALLATION.

E. INSTALLATION OF CEILING SHALL BE THE PATTERN INDICATED ON THE REFLECTED CEILING PLAN, AND SHALL

COORDINATE WITH MECHANICAL, ELECTRICAL, AND SPRINKLER SYSTEM REQUIREMENTS.

F. HANG ALL SUPPORTED ITEMS WITH WIRES OF SIZE AND SPACING TO SUPPORT THE CEILING SYSTEM AND ALL

OTHER WORK. IN NO CASE SHALL HANGER WIRES BY MORE THAN 4'-0" O.C. DO NOT SUSPEND WIRES FROM

DUCTWORK, SPRINKLER, OR OTHER PIPING, OR METAL DECK ABOVE. ANCHOR SECURELY TO STRUCTURE

ABOVE. USE "TRAPEZE" SUPPORTS ANCHORED TO STRUCTURE ABOVE TO SUPPORT HANGER WIRES BELOW

LARGE DUCTWORK, ETC. WHERE ELECTRICAL FIXTURES ARE SHOWN TO BE SUPPORTED BY A POWER TRACK,

THE TRACK SHALL BE SUPPORTED BY

1

4

" ROUND RODS. THE CEILING INSTALLER SHALL INSTALL FOUR (4)

HANGER WIRES (ONE IN EACH CORNER) AT EACH FLUORESCENT FIXTURE, AS LOCATED ON THE REFLECTED

CEILING PLAN.

9.04 VCT FLOORING AND COVE BASE

A. LAY VINYL TILE IN ALL FOUR DIRECTIONS FROM CENTER, TO FINISH UNIFORMLY AT WALLS, EDGES SHALL BE

ONE-HALF MATERIAL WIDTH OR GREATER. LAY TILE AS DIRECTED BY MANUFACTURER'S DETAILS AND AS

INDICATED WITHIN THIS SET OF DOCUMENTS.

B. PROFESSIONALLY CLEAN AND PROTECT FLOORING AFTER LAYING TO PROVIDE A CLEAN, UNMARRED, STAIN

FREE FINISH FLOOR AT COMPLETION OF ALL WORK.

C. FLOOR LEVELER (IF REQUIRED): TO 1/8'' TOLERANCE IN 12'-0'' WIDTH "LEV-L-ASTIC" COMPOUNDING

MANUFACTURED BY CGM BUILDING PRODUCTS. G.C. TO VERIFY PRIOR TO CONSTRUCTION START.

D. ADHESIVES: PRODUCTS RECOMMENDED BY THE MANUFACTURERS OF THE FLOORING.

E. PROVIDE EDGE/TRANSITION WHERE THE FLOORING MEETS A DIFFERENT FLOOR FINISH, COLOR AS INDICATED

ON THE DRAWINGS.

9.05 CERAMIC TILE

A. SECTION REQUIREMENTS

1. SUBMIT PRODUCT DATA AND MATERIAL SAMPLES.

2. FOR TILE INSTALLED ON WALKWAY SURFACES, PROVIDE PRODUCTS WITH STATIC COEFFICIENTS OF

FRICTION OF MINIMUM 0.6 FOR LEVEL SURFACES AND STEP TREADS, AND OF OF MINIMUM 0.8 FOR RAMP

SURFACES, AS DETERMINED BY TESTING IDENTICAL PRODUCTS PER ASTM C 1028.

B. CERAMIC TILE PRODUCTS

1. CERAMIC TILE THAT COMPLIES WITH STANDARD GRADE REQUIREMENTS OF ANSI A137.1, "SPECIFICATIONS

FOR CERAMIC TILE."

2. TILE TRIM UNITS THAT MATCH CHARACTERISTICS OF ADJOINING FLAT TILE.

3. TILES MOUNTED, BY MANUFACTURER'S STANDARD METHOD, INTO SHEETS, UNLESS OTHERWISE SPECIFIED,

AND GROUTED WITH SILICONE RUBBER GROUT COMPLYING WITH ANSI A118.6, WHERE INDICATED.

C. CERAMIC TILE-SETTING AND -GROUTING MATERIALS

1. MATERIALS COMPLYING WITH ANSI STANDARDS.

D. ACCESSORIES

1. SETTING-BED ACCESSORIES COMPLYING WITH ANSI A108.1A AND AS FOLLOWS:

a. CLEAVAGE MEMBRANE: ASPHALT FELT, ASTM D 226, TYPE I (NO. 15) OR POLYETHYLENE SHEETING

ASTM D 4397, 4.0 MILS (0.1 MM) THICK.

b. REINFORCING WIRE FABRIC: GALVANIZED, WELDED WIRE FABRIC, 2 BY 2 INCHES (50.8 BY 50.8 MM) BY

0.062-INCH (1.57-MM) DIAMETER; COMPLY WITH ASTM A 185 AND ASTM A 82, EXCEPT FOR MINIMUM WIRE

SIZE.

E. INSTALLATION

1. COMPLY WITH PARTS OF ANSI A108 SERIES OF TILE INSTALLATION STANDARDS IN "SPECIFICATIONS FOR

INSTALLATION OF CERAMIC TILE" THAT APPLY TO TYPES OF SETTING AND GROUTING MATERIALS AND TO

METHODS INDICATED.

2. COMPLY WITH TCA'S "HANDBOOK FOR CERAMIC TILE INSTALLATION."

3. AT WET LOCATIONS, AND WHERE INDICATED, PROVIDE CEMENTITIOUS BACKER BOARD AND TREAT JOINTS

TO COMPLY WITH ANSI A108.11.

4. LAY TILE IN GRID PATTERN, UNLESS OTHERWISE INDICATED. ALIGN JOINTS WHERE ADJOINING TILES ON

FLOOR, BASE, WALLS, AND TRIM ARE THE SAME SIZE.

5. PERFORM CUTTING AND DRILLING OF TILE WITHOUT MARRING VISIBLE SURFACES. CAREFULLY GRIND CUT

CUT EDGES OF TILE ABUTTING TRIM, FINISH, OR BUILT-IN ITEMS FOR STRAIGHT ALIGNED JOINTS. FIT TILE

CLOSELY TO ELECTRICAL OUTLETS, PIPING, FIXTURES, AND OTHER PENETRATIONS.

DIVISION 10: SPECIALTIES - NONE

DIVISION 11: EQUIPMENT - NONE

DIVISION 12: FURNISHINGS - NONE

DIVISION 13: SPECIAL CONDITIONS - NONE

DIVISION 14: CONVEYING SYSTEMS - NONE

DIVISION 15: MECHANICAL SYSTEMS - REFER TO MECHANICAL DRAWINGS

DIVISION 16: ELECTRICAL SYSTEMS - REFER TO ELECTRICAL DRAWINGS

A

SEE

DO

OR S

CH

ED.

SEE DOORSCHED.

B

10"

SEE DOORSCHED.

SEE

DO

OR S

CH

ED.

5" 5"

5"

EQ.

1"

EQ.

1"

EQ.

1"

EQ.

C

SEE

DO

OR S

CH

ED.

SEE DOORSCHED.

HOLLOW METAL DOOR FRAME -INSTALL (3) METAL JAMB ANCHORSAND ONE FLOOR CLIP

GYP. BD. PARTITION

NOTE: HEAD DETAIL SIMILAR

METAL STUDS WITH STIFFENER

DOOR - SEE DOOR SCHEDULE

58"

2"

4"

GYP. BD. PARTITION

SHIM SPACE

REVEAL MOLDING - FRY REGLET

#TDM-625-50 - PAINT TO MATCHGYP. BD. PARTITION

DOOR - SEE DOOR SCHEDULE

58"

114"

12"

112" 11

2"

(WD1) JAMB AND STOP

CONTINUOUS 2 X 4 NAILER

PLANMARK

DESCRIPTION FINISH MANUFACTURERSUPP.

BYINST.BY

REMARKS

ACT1 ACOUSTICAL CEILING TILE ULTIMA VECTOR 1920 - 2'-0" X 2'-0" -WHITE

ARMSTRONG G.C. G.C. PRELUDE 1516" EXPOSED TEE GRID SYSTEM - INSTALL

MIN. 3 12" SOUND BATT INSULATION ABOVE CEILINGAT STUDIO INSTALLATIONS IN MULTI-STORYBUILDINGS

AP1 ACOUSTICAL PANEL (CEILING) SNOOPY FABRIC COLOR WHITE1.5" - BEVEL EDGE

LBI BOYD OWNER G.C. ATTACH TO CEILING WITH Z-CLIPSCONTACT: GRANT JENSEN, ACCOUNT EXECUTIVE

503.593.9913 [email protected]

AP2 ACOUSTICAL PANEL (WALL) SNOOPY FABRIC COLOR EDGECOMB GRAY1.5" - BEVEL EDGE

LBI BOYD OWNER G.C. ATTACH TO WALLS WITH Z-CLIPSCONTACT: GRANT JENSEN, ACCOUNT EXECUTIVE

503.593.9913 [email protected]

CRK CORK FLOORING EXTRA COMFORT - BLEACH - 12 X 24 DURO DESIGN OWNER G.C. 2 COATS CLEAR SATIN POLYURETHANE FINISH

CPT1 CARPET NET EFFECT B702 - COLOR: 102901

CASPIAN - STYLE: #126620AK0H

INTERFACE G.C. G.C.

FRP1 FIBER REINFORCED PLASTIC GLASBORD - #85 WHITE - EMBOSSED CRANE COMPOSITES G.C. G.C. 4'-0" X 8'-0" X 332" OVER 58" CEMENT BOARD

GT1 GROUT STERLING SILVER #78 LATICRETE G.C. G.C.

GT2 GROUT RAVEN #45 LATICRETE G.C. G.C.

GT3 GROUT PLATINUM #42 LATICRETE G.C. G.C.

P1 PAINT ORANGE - MATCH PANTONE 172C - SATIN BENJAMIN MOORE G.C. G.C.

P2 PAINT SIMPLY WHITE #OC-117 BENJAMIN MOORE G.C. G.C. SEE FINISH SCHEDULE NOTES FOR TOPCOAT TEXTUREAND SHEEN BASED ON APPLICATION

P3 PAINT KENDALL CHARCOAL #HC-166 BENJAMIN MOORE G.C. G.C. SEE FINISH SCHEDULE NOTES FOR TOPCOAT TEXTUREAND SHEEN BASED ON APPLICATION

P4 PAINT STORM #AF-700 BENJAMIN MOORE G.C. G.C. SEE FINISH SCHEDULE NOTES FOR TOPCOAT TEXTUREAND SHEEN BASED ON APPLICATION

P5 PAINT EDGECOMB GRAY #HC-173 BENJAMIN MOORE G.C. G.C. SEE FINISH SCHEDULE NOTES FOR TOPCOAT TEXTUREAND SHEEN BASED ON APPLICATION

PC1 POLISHED CONCRETE HALF (400) POLISH G.C. G.C. GRIND EXISTING SLAB TO REMOVE ALL TEXTURE,PATTERNS, ADHESIVE, AND CONTAMINATES, ETC. TOTO ACHIEVE SLIGHT SHEEN PRIOR TO RECEIVINGNEW FINISH

T1 CERAMIC TILE VOGUE - WHITE MATTE - 4 X 16 STACKED EMSER G.C. G.C. USE BULLNOSE TILE AT ALL EXPOSED EDGES ANDOUTSIDE CORNERS - NO EXPOSED UNFINISHED

EDGES WILL BE ACCEPTED - 316" GT1 JOINTS

T2 PORCELAIN STONE TILE COLOR BLOX - I SEE THE MOON - 3 X 3 CROSSVILLE G.C. G.C. FOR SHOWER PAN FLOOR - COVE BASE TRIM

REQUIRED AROUND PERIMETER - 316" GT2 JOINTS

T3 CONCRETE TILE URBUS #SP213 18 X 24 KARNDEAN G.C. G.C. RECEPTION OPTION - TO BE ORDERED BYFRANCHISEE FROM PREFERRED VENDOR - KALEIGH

TOOLE - [email protected] - 316" GT3JOINTS

T4 PORCELAIN TILE MIDTOWN - LIGHT GRAY #VTMT-K88427612 X 24

VITRA G.C. G.C. TOILET / LOCKER ROOM OPTION - 316" GT2 JOINTS

TR1 TRANSITION STRIP #25 RUBBER REDUCER - #123 CHARCOAL ROPPE G.C. G.C.

TR2 TRANSITION STRIP #196 VINYL REDUCER - #123 CHARCOAL ROPPE G.C. G.C.

TR3 TRANSITION STRIP EBU 125 SCHLUTER G.C. G.C.

SC1 STONE COMPOSITE QUARTZ - SUPER WHITE #EQ200P PENTAL QUARZ G.C. G.C.

VB1 VINYL BASE 4 12" COVED BASE - #123 CHARCOAL ROPPE G.C. G.C.

VCT1 VINYL COMPOSITION TILE 18" X 24" - URBUS #213 KARNDEAN G.C. G.C.

WD1 WOOD (CVG DOUGLAS FIR) SEE DETAILS FOR DIMENSION2 COATS CLEAR SATIN POLYURETHANE

OWNER G.C.

WD2 POPLAR PAINT PT2 G.C. G.C.


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DOOR FRAME HDWE.GROUP

SUPP.BY

INST.BY REMARKS

NUMBER LOCATION DOOR SIZE MATERIAL FINISH TYPE MATERIAL FINISH DETAIL

ENTRY PR. 3'-3"x8'-4"x134" EXIST. EXIST.

SEESTOREFRONT

ELEVEXIST. EXIST. - 1 - -

TOILET 3'-0"x7'-0"x134" BIRCH

2 COATS CLEARPOLYURETHANE

A H.M. P4 9/C3.0 4 G.C. G.C.

TOILET 3'-0"x7'-0"x134" BIRCH


A H.M. P4 9/C3.0 4 G.C. G.C.

UTILITY 3'-0"x7'-0"x134" BIRCH


A H.M. P4 9/C3.0 3 G.C. G.C.

STUDIO 3'-0"x8'-0"x134"

CVG DOUG FIR /GL.


B H.M. P4 9/C3.0 5 G.C. G.C.

WAITING 3'-0"x4'-0"x134" BIRCH


C WD12 COATS CLEARPOLYURETHANE

10/C3.0 2 G.C. G.C.

EGRESS PR. 3'-0"x8'-4"x134" EXIST.

SEE NOTE #1BELOW

SEESTOREFRONT

ELEVEXIST.

SEE NOTE #1BELOW

- 6 - -

DOOR HARDWARE NOTES

DOOR SCHEDULE

DOOR HARWARE GROUPS

FINISH SCHEDULE NOTES FINISH SCHEDULENOTE: NOT ALL FINISHES MAY BE USED ON THIS PROJECT

19 -SCALE:

C3.0PS

SCHEDULES

20 -SCALE:

1. ALL FLOOR FINISHES SHALL COMPLY WITH DOC FF-1 "PILL TEST" (CPSC 16 CFR, PART 1630) INACCORDANCE WITH 2012 IBC SECTION 804.4.1, AND SHALL HAVE EITHER MINIMUM CRITICAL

RADIANT FLUX OF 0.1 W/SQ. CM. OR CLASS II RATING IN ACCORDANCE WITH 2009 NFPA10.2.7.2 AND 10.2.7.4. CARPET FLOOR FINISH SHALL COMPLY WITH ASTM D 2859 OR MINIMUMCLASS II RATING IN ACCORDANCE WITH NFPA SECTION 10.2.2.2.

2. THE SMOKE DEVELOPED INDEX FOR ALL FINISHES SHALL BE LESS THAN 450 IN ACCORDANCE

WITH NFPA SECTION 10.2.3.4 AND/OR IBC SECTION 803.1, DEPENDENT UPON THE LOCAL CODEIN EFFECT.

3. ALL WALL AND CEILING FINISHES SHALL MEET OR EXCEED CLASS 'B' RATING IN ACCORDANCE

WITH IBC TABLE 803.5 AND/OR NFPA SECTION 36.3.3.2, DEPENDENT UPON THE LOCAL CODE INEFFECT.

4. INTERIOR TRIM NOT IN EXCESS OF 10% OF THE AGGREGATE SURFACE AREA SHALL BE MINIMUM

CLASS 'C' IN ACCORDANCE WITH NFPA SECTION 10.2.5 AND/OR IBC SECTION 806.5.

5. FLOOR FINISHES SHALL HAVE A MINIMUM 0.5 STATIC COEFFICIENT OF FRICTION ASRECOMMENDED BY OSHA, THE ACCESSIBLE ROUTE SHALL HAVE A MINIMUM 0.6 COEFFICIENT,AND RAMPS SHALL HAVE A MINIMUM 0.8 COEFFICIENT AS RECOMMENDED BY THE ATBCB(ACCESS BOARD).

6. ALL PAINTED CEILING SURFACES (INCLUDING ACCESS PANELS) SHALL RECEIVE FLAT FINISH U.N.O. - ALL PAINTED WALL SURFACES SHALL RECEIVE EGGSHELL FINISH U.N.O. - ALL PAINTED TRIM, DOOR AND DOOR FRAME SURFACES SHALL RECEIVE SEMI-GLOSS FINISH U.N.O. - WATER-BASED EPOXY PAINT FINISH IS TO BE USED ON ALL TOILET ROOM AND JANITOR SINK WALLS, U.N.O. ALL PAINTED STOREFRONT ELEMENTS TO BE PAINTED WITH A HIGH GLOSS SHEEN.

7. SEALANT SHALL BE APPLIED TO JOINT GAPS IN MILLWORK AND JOINTS BETWEEN MILLWORKAND ADJACENT MATERIALS PRIOR TO PAINTING.

8. APPLY ONLY NON-YELLOWING CLEAR SILICONE SEALANT AT JOINTS BETWEEN PRE-FINISHED ORUNPAINTED MATERIALS.

9. NEWLY COMPLETED FLOOR AND COUNTERTOP FINISH INSTALLATIONS SHALL BE PROTECTEDFROM DAMAGE PRIOR TO TURNOVER.

1. ALL EGRESS HARDWARE SHALL BE OPERABLE FROM THE INSIDE WITHOUT ANY SPECIALKNOWLEDGE OR EFFORT. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATINGDEVICES REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHINGOR TWISTING OF THE WRIST TO OPERATE.

2. IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THATFROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO APOSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM, MEASURED TO THELEADING EDGE OF THE DOOR (IN CALIFORNIA JURISDICTIONS, THE SWEEP PERIOD OF THECLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOORWILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH).

3. FOR FIRE-RATED HINGED, SLIDING AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASEWHEN SUBJECTED TO A 15 LB. FORCE. THE FIRE DOOR SHALL BE SET IN MOTION WHENSUBJECTED TO A 30 LB. FORCE. THE FIRE DOOR SHALL SWING TO A FULL-OPEN POSITION WHENSUBJECTED TO A 15 LB. FORCE. THE OPENING FORCE FOR OTHER INTERIOR HINGED DOORS,GATES, SLIDING OR FOLDING DOORS SHALL NOT EXCEED A 5 LB. FORCE. FORCES SHALL BEAPPLIED TO THE LATCH SIDE.

4. HORIZONTAL SLIDING OR VERTICAL SECURITY GRILLES WHERE USED AT THE MAIN EXIT SHALL BEOPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORTDURING PERIODS THAT THE SPACE IS OCCUPIED. THE GRILLE SHALL REMAIN SECURED IN THEFULL-OPEN POSITION DURING THE PERIOD OF OCCUPANCY BY THE GENERAL PUBLIC. ON ORADJACENT TO THE GRILLE, THERE SHALL BE A READILY VISIBLE, DURABLE SIGN IN LETTERS NOT LESSTHAN 1 INCH HIGH ON A CONTRASTING BACKGROUND THAT READS AS FOLLOWS: "THIS DOORTO REMAIN OPEN WHEN THE BUILDING IS OCCUPIED."

5. DOOR OPERATING HARDWARE SHALL BE ACCESSIBILITY-COMPLIANT AND MOUNTED BETWEEN34" AND 48" A.F.F. TO CENTERLINE (DOOR HANDLES, PUSH PLATES AND PULLS SHALL BEMOUNTED 39" A.F.F. TO THE CENTERLINE, U.N.O.). LOCKS USED ONLY FOR SECURITY PURPOSESAND NOT USED FOR NORMAL OPERATION ARE PERMITTED IN ANY LOCATION, EXCEPT INCALIFORNIA.

6. PROVIDE UL-TESTED AND LISTED HARDWARE FOR INSTALLATION WITHIN FIRE-RATED ASSEMBLIES.

7. FURNISH ALL HARDWARE AS SPECIFIED IN THE HARDWARE GROUP AND AS NECESSARY TO RESULTIN A COMPLETE INSTALLATION.

8. SIZE AND MOUNT HARDWARE IN ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS; REINFORCE THE MOUNTING SUBSTRATE AS REQUIRED FOR PROPERINSTALLATION.

9. ALL HARDWARE FINISHES SHALL BE US26D / BHMA 626 (SATIN CHROME) FINISH OR EQUIVALENTU.NO.

10. ALL HARDWARE SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR U.N.O.

11. APPROVED HARDWARE MANUFACTURERS:

RE-KEYABLE CYLINDERS: SECURITY SOLUTIONS "U-CHANGE", BEST, SCHLAGE LEVERSETS AND LEVER LOCKSETS: SCHLAGE, YALE, CORBIN RUSSWIN, SARGENT, BEST PUSH PLATES AND PULL HANDLES, KICK PLATES, FLUSH BOLTS AND SILENCERS: ROCKWOOD,

BALDWIN, IVES, HAGER EXIT DEVICES: DETEX, VON DUPRIN BUTT HINGES: HAGER, MCKINNEY, STANLEY CLOSERS: LCN, NORTON, YALE (WITH MATCHING COVERS) STOPS AND HOLD-OPEN DEVICES: IVES, GYLNN-JOHNSON, HAGER THRESHOLDS: NATIONAL GUARD, PEMKO, ZERO SEALS AND WEATHERSTRIP: ZERO, REESE, PEMKO

DOOR TYPES

1. PAINT INTERIOR SURFACES OF DOOR AND FRAME TO MATCH ADJACENT WALL SURFACES - PAINT EXTERIORSURFACES OF DOOR AND FRAME TO MATCH LANDLORD'S BUILDING STANDARD.

GROUP 1 (ENTRY)

VERIFY EXISTING DOOR HARDWARE COMPLIES WITH BELOW - IFNOT INFORM OWNER AT START OF CONSTRUCTION

1 12 PR. BUTT HINGES (3 PR. PER DOUBLE DOOR)1 EA. PULL HANDLE OR LOCKSET (EXTERIOR) (2 AT DOUBLE DR.)1 EA. PUSH BAR (2 AT DOUBLE DOORS)1 EA. BOLT LOCK1 EA. THRESHOLD1 SET WEATHERSTRIPPING1 EA. SIGN STATING "THIS DOOR TO REMAIN UNLOCKED

WHEN THIS SPACE IS OCCUPIED"

GROUP 2 (WAITING)

1 PR. BUTT HINGES - HAGER BB12791 EA. LATCHSET - PASSAGE FUNCTION - SCHLAGE AL10S-OME2 EA. SILENCERS - HAGER 308D1 EA. FLOOR STOP - HAGER 241F

GROUP 3 (UTILITY)

1 12 PR. BUTT HINGES - HAGER BB12791 EA. LEVERSET - CLASSROOM FUNCTION - SCHLAGE AL70PD-OME 3 EA. SILENCERS - HAGER 307D1 EA. WALL STOP - HAGER 236W

GROUP 4 (TOILET OR DRESSING ROOM)

1 12 PR. BUTT HINGES - HAGER BB12791 EA. LEVERSET - PRIVACY FUNCTION W/ "OCCUPIED"

INDICATOR- SCHLAGE L9496-OME-6263 EA. SILENCERS - HAGER 307D1 EA. WALL STOP - HAGER 236W

GROUP 5 (STUDIO)

2 PR. BUTT HINGES - HAGER BB12792 EA. LADDER PULL - SUGATSUNE DSI-2000-30-45E + DSI-2000-30-45I

+ DKIT-4/30

2 EA. PUSH PLATE - ROCKWOOD - 4" x 30"1 EA. CONCEALED CLOSER - LCN 2010 SERIES3 EA. SILENCERS - HAGER 307D1 EA. WALL STOP - HAGER 236W1 EA. KICK DOWN FLOOR STOP - HAGER 270C

GROUP 6 (EGRESS)

VERIFY EXISTING DOOR HARDWARE COMPLIES WITH BELOW - IF NOT INFORM OWNER AT START OF CONSTRUCTION

3 PR. HINGES

1 EA. ELECTROMAGNETIC LOCK W/ PUSH BUTTON RELEASE

3 EA. CLOSER2 EA. PULL HANDLE2 EA. PUSH HANDLE1 EA. THRESHOLD1 SET WEATHERSTRIPPING

14 -SCALE:

15 -SCALE:

9 JAMB DETAILSCALE: 3" = 1'-0"

10 JAMB DETAILSCALE: 3" = 1'-0"

3'-9" 54'-5" 12'-934"

71'-0"

6'-0

12"

20'-2

12"

5'-5

34"

25'-1

14"

30'-7"

3'-734" 53'-71

2" 12'-934"

6'-3

12"

19'-0

12"

3'-1"

AT

BA

SE

4'-7"

AT

BA

SE

14'-1" 1'-414" 21'-111

4" 2'-0" 14'-3" 814" 2'-0"

6'-7

12"

2'-0

14"

3'-9

12"

2'-0"

5'-5

14"

24'-4"

33'-412" 6'-43

4" 3'-814" 26'-71

2"

1'-3

14"

2'-8"

11

34"

10'-8" 3'-2" 10'-10" 3'-1" 3'-6" 5'-414" 6'-10" 5'-21

2" 6'-934" 2'-5"2'-11

2"

53

4"

10

14"


ISSUE DATE:

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SHEET TITLE:

No.

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Date

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EXIST.CONDITIONS

PLAN

1. THE EXTENT OF DEMOLITION IS AS SHOWN AND ALSO AS REQUIRED TO ALLOW FOR NEWWORK AS INDICATED WITHIN THESE DOCUMENTS.

2. TAKE CARE DURING DEMOLITION OPERATIONS TO ENSURE THAT ALL STRUCTURE REMAINING ISPROTECTED FROM DAMAGE. THE OWNER AND THE ARCHITECT ASSUME NO RESPONSIBILITY FORTHE ACTUAL CONDITION OF STRUCTURES TO BE DEMOLISHED.

3. ENSURE SAFE WORKING CONDITIONS FOR ALL PERSONS IN AND AROUND THE AREA OFDEMOLITION. CONDUCT ALL OPERATIONS IN SUCH A MANNER TO PREVENT DAMAGE OR INJURYTO ADJACENT TENANT SPACES, BUILDINGS, STRUCTURES, OTHER FACILITIES AND PERSONS.

4. REFER TO THE GENERAL NOTES ON THE COVER SHEET FOR CONSTRUCTION BARRICADEREQUIREMENTS.

5. PROVIDE SHORING, BRACING AND OTHER SUPPORT TO PREVENT MOVEMENT, SETTLEMENT ORCOLLAPSE OF THE STRUCTURE TO BE DEMOLISHED AND TO PROTECT ANY ADJACENTCONSTRUCTION THAT IS TO REMAIN.

6. COMPLY WITH ALL LANDLORD'S CONSTRUCTION REQUIREMENTS DURING DEMOLITIONOPERATIONS.

7. REPAIR TO ANY AND ALL DAMAGE THAT MAY OCCUR TO ADJACENT CONSTRUCTION BYDEMOLITION OPERATIONS IS TO BE PERFORMED PROMPTLY AND AT THE GENERALCONTRACTOR'S SOLE EXPENSE.

8. ALL EXISTING UTILITIES INDICATED TO REMAIN SHALL BE KEPT IN SERVICE AND PROTECTED FROMDAMAGE DURING DEMOLITION.

9. DISCONNECT ANY UTILITIES SERVING CONSTRUCTION OR EQUIPMENT THAT ARE TO BEDEMOLISHED PRIOR TO THE START OF THE WORK (COORDINATE WITH LANDLORD'S DESIGNATEDREPRESENTATIVE).

10. ON A DAILY BASIS AND AT THE COMPLETION OF DEMOLITION OPERATIONS, THE SPACE SHALL BECLEARED OF ALL DIRT AND DEBRIS, THEREBY RETURNING THE SPACE AND ADJACENT AREAS TOCLEAN AND SAFE WORKING CONDITIONS.

11. ALL ITEMS NOTED TO BE REMOVED SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH THELANDLORD'S DESIGNATED REPRESENTATIVE APPROVAL AND LOCAL GOVERNING REGULATIONS.

12. COORDINATE AND PAY FOR ALL FEES AND SERVICES ASSOCIATED WITH THE HAULING ANDDISPOSAL OF CONSTRUCTION DEBRIS.

13. REFER TO THE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONALDEMOLITION INFORMATION.

14. THE G.C. SHALL SAW-CUT OR CORE DRILL PORTIONS OF THE EXISTING SLAB FOR INSTALLATIONOF NEW PLUMBING, ELECTRICAL AND COMMUNICATIONS SYSTEMS U.N.O. REVIEWARCHITECTURAL AND ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.

15. THE G.C. SHALL COVER ANY EXISTING LANDLORD OR TENANT HVAC SYSTEM RETURN AIR INLETSOR TRANSFER OPENINGS TO PREVENT DUST AND DEBRIS INFILTRATION FOR THE DURATION OFDEMOLITION AND CONSTRUCTION OPERATIONS, UNLESS OTHERWISE DIRECTED BY LANDLORD'SREPRESENTATIVE OR LOCAL AUTHORITY.

16. DO NOT ABANDON ANY EXISTING UTILITIES OR EQUIPMENT THAT ARE NOT TO BE RE-USED;REMOVE SUCH UTILITIES OR EQUIPMENT BACK TO THE SOURCE.

17. THE HEIGHT TO THE BOTTOM OF THE EXISTING DECK AND THE EXISTING STRUCTURE ABOVE ARETO BE VERIFIED BY THE G.C. IN THE FIELD.

18. THE G.C. SHALL FIELD VERIFY COLUMN LOCATIONS AND OTHER DIMENSIONS SHOWN ON THISPLAN SHEET DURING DEMOLITION OPERATIONS, PRIOR TO THE START OF CONSTRUCTION.

19. NOTIFY THE ARCHITECT AND THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD ANYDIMENSIONAL OR OTHER DISCREPANCIES BE DISCOVERED BETWEEN ACTUAL FIELD CONDITIONSAND THE SCOPE OF PROPOSED CONSTRUCTION. REFER TO THE COMPLETE SET OFCONSTRUCTION DRAWINGS FOR THE SCOPE OF WORK.

GENERAL DEMOLITION NOTES

19 EXISTING CONDITIONS PLANSCALE: 1/4" = 1'-0"

5 -SCALE:

4 -SCALE:

10 -SCALE:

15 -SCALE:

20 -SCALE:

EXIST. ANGLEDCONCRETE COLUMN -PROTECT FROM DAMAGE- TYP.

EXIST. DEMISINGPARTITION TO REMAIN -SEE SHEET A1.0 FORNEW WORK REQUIRED

EXIST. BASEBLDG./STOREFRONTCONSTRUCTIONTO REMAIN

EXTERIOR

ADJACENT TENANT

EXIST. SANITARYLINES

EXIST. HVAC UNIT TOBE REMOVED - SEE MSHEETS FOR NEWWORK REQUIRED

CORRIDOR

EXIST. DECK ABOVE AT14'-4"± A.F.F.

ADJACENTSTAIRWAY

EXIST. CHILLED WATERLINES AT 10'-3"±A.F.F.

EXIST. SPRINKLERRISER AT 9'-10"±A.F.F.

EXIST. 4" STUB OUT FORFUTURE ELECTRIC - RUNSTO ELEC. ROOM

EXIST. CONCRETEABOVE AT 12'-8" A.F.F.

EXIST. 10" ROOF DRAINABOVE AT 12'-4" A.F.F.

EXIST. SPRINKLERPIPE AT 13'-0"±A.F.F.

EXIST. FIRE HOSESTAND PIPE ABOVE AT12'-0"± A.F.F.

EXIST. SPRINKLERPIPE AT 13'-0"±A.F.F.

EXIST ENTRYDOORS TOREMAIN

EXIST. BASEBLDG./STOREFRONTCONSTRUCTION TOREMAIN

EXIST. EGRESSDOORS TOREMAIN

ADJACENT TENANT

EXIST. DEMISINGPARTITION TO REMAIN -SEE SHEET A1.0 FORNEW WORK REQUIRED

EXIST. CONCRETE SLAB- PREP AS NEEDED FORINSTALLATION OFNEW FINISHES

FACE OF COLUMN ATDECK ABOVE

F.D. F.D.

32'-1114"± 2'-2" 5" 5'-6" 3'-2" 5" 8'-8" 5" 12'-43

4"3'-114"±

612"

4'-10

34"±

23'-11

12"

5'-10

12"

5"

12'-9"±

7'-2

12"

612"

5"

3'-6"

1'-0

34"

6'-7

12"

11"

8'-5"

3'-10"

8'-812"

10'-1

34"±

6'-7"

10'-10

34"

614"

714"5'-6"71

4"2'-312"

5"

2'-11" 2'-11" 2'-11" 2'-11" 2'-11" 2'-11" 2'-11"2"

1'-0"

4"

6"

2"2"2"2"2"2"2"

4"

612" 41

4"

414"

3'-434"

11"

612"

(HOLD)


ISSUE DATE:

DRAWN BY:

PROJECT NO.:

SHEET TITLE:

No.

SHEET NUMBER:

Date

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FLOOR PLAN

19 FLOOR PLANSCALE: 1/4" = 1'-0"

15A3.0

SEE DOOR SCHEDULE ANDNOTES ON SHEET C3.0

C

A

D

B

18A3.0

1. THE G.C. SHALL INSTALL SLAB SEALER PRIOR TO FINISHED FLOORING INSTALLATION. REFER TO THEFINISH SCHEDULE FOR FLOOR FINISH PRODUCT INFORMATION.

2. THE G.C. SHALL REVIEW ALL ELEVATIONS, FIXTURE PLANS AND DETAILS FOR LOCATIONS OFBLOCKING AND BACKING IN WALLS AND MOUNTING REQUIREMENTS FOR FIXTURE, EQUIPMENT

AND GRAPHIC/SIGN INSTALLATIONS PRIOR TO BEGINNING CONSTRUCTION. THE G.C. SHALLCOORDINATE INSTALLATION OF ALL SUCH BACKING WITH MFR. INSTRUCTIONS.

3. THE G.C. SHALL INSTALL MOISTURE RESISTANT GYPSUM BOARD TO 4'-0" A.F.F. MINIMUM IN ALLTOILET ROOMS, AROUND MOP SINKS, LIMITED EXTERIOR EXPOSURES, AND OTHER LOCATIONSSUSCEPTIBLE TO MOISTURE U.N.O.

GENERAL CONSTRUCTION NOTES

13A3.0

7A3.0

8A3.0

TOILET

RECEPTION/COMMUNITYUTILITY

STUDIO

BOTTLEFILLINGSTATION

WASHING MACHINE OUTLETBOX - SEE MEP DRAWINGS

15 -SCALE:

20 -SCALE:

ADJACENT TENANT

NOISE MITIGATION NOTES:CRITICAL! INSTALL ACOUSTIC SEALANT AT THE HEAD AND BASE OF

ALL PARTITIONS SURROUNDING THE STUDIO AREA. SEALAROUND ALL PIPE AND CONDUIT PENETRATIONSTHROUGH PARTITIONS. INSTALL SOUND BATTINSULATION PER PARTITION TYPES

INSTALL QUIETROCK GYP. BD. ON ALL PARTITIONSSURROUNDING THE EXERCISE STUDIO

INSTALL A RESILIENT MAT BETWEEN THE HEAD TRACK ANDTHE CONCRETE DECK AT ALL STUDIO WALLS

1A5.0

SIM.

6A5.0

6A5.0

9A5.0

1A5.0

SIM.

1A5.0

SIM.

1A5.0

SIM.

6A5.0

4A5.0

4A5.0

3A5.0

3A5.0

1A5.0

SIM.

1A5.0

SIM.

8A5.0

8A5.0

10A3.0

5A3.0

2A3.0

3A3.0

C

A

D

B

20A3.0

5 -SCALE:

10 -SCALE:

4 -SCALE:

3 -SCALE:

2 -SCALE:

7A5.0

7A5.0

7A5.0

3A5.0

8A5.0

8A5.0

2A5.0

8A5.0

2A5.0

3A5.0

3A5.08

A5.0

EXTERIOR

EXTERIOR

10A5.0

TYP.

CORRIDOR

ADJACENTSTAIRWAY

ADJACENT TENANT

1A5.0

SIM.

WAITING

PROVIDE BLOCKING IN WALL ASREQUIRED FOR INSTALLATION OFRETAIL DISPLAY FIXTURE -COORDINATE WITH MILLWORKVENDOR

MOP SINK

FIRE EXTINGUISHER CABINET -LARSEN'S SEMI RECESSED -

SQUARE TRIM #2409-R7 -VERTICAL CLEAR ACRYLIC DOOR

(#4 STAINLESS STEEL) - PROVIDE2A-10BC FIRE EXTINGUISHER

15A4.0

8A5.0

8A5.0

ALIGN FLUSH

WATER HEATER ABOVE MOP

SINK - SEE DETAIL 13/A5.0FOR MOUNTING DETAILS

F.D. F.D.

pleasesecure yourvaluables

please limit the useof scented productswhile exercising in

the studio

help Barre3 go green!please bring reusablewater bottle to class

please removeyour shoes

before enteringthe studio

18" OPAQUE WHITE ACRYLIC PANEL WITH 031 ORANGE VINYL COPY - MOUNT TOWALL WITH VHB ADHESIVE - SIGNAGE PROVIDED BY TENANTS SIGN CONTRACTORAND INSTALLED BY G.C.

18" PHOTOPOLYMER PANEL WITH RAISED TEXT/ICON AND GRADE 2 BRAILLE MESSAGE -

BACKGROUND PAINT WHITE - ALL COPY AND ICON TO BE PAINTED COOL GREY 7C - MOUNTTO WALL WITH 12" DIAMETER BRUSHED NICKEL STAND-OFFS AND SCREW ANCHORS - SEEACCESSIBLITY DETAILS SHEET FOR NOTES AND REQUIRED DIMENSIONS FOR ADA COMPLIANCE

4"

6"

4"

6"

4"

8" 8"

6"

8"

TYP.

58"

312"

VINYL-TO-CORK TRANSITION

CORK FLOORING

TOP OF CONC. SLAB

DOOR (WHERE APPLICABLE)

REDUCER STRIP (TR1) - SEE FINISH SCHEDULE

REDUCER STRIP (TR2)- SEE FINISH SCHEDULE

EXPOSED CONCRETE

CARPET

CENTERLINE OF DOOR WHERE OCCURS

CARPET-TO-EXPOSED SLAB TRANSITION

THIN SET TILE-TO-EXPOSED SLAB TRANSITION

REDUCER STRIP (TR3) - SEE FINISH SCHEDULE

THIN SET TILE FLOORING

TOP OF CONC. SLABEXPOSED CONCRETE

CENTERLINE OF DOOR WHERE OCCURS

1 2"

MA

X.

1 2"

MA

X.

1 2"

MA

X.

STUDIOWALLS: P2/MIRROR

FLOOR: CRK

WAINSCOT: WD1

BASE: WD1

UTILITYWALLS: P2

FLOOR: PC1

BASE: VB1

RECEPTION/COMMUNITYWALLS: P2

FLOOR: PC1

BASE: VB1

WAITINGWALLS: P2

FLOOR: CPT1

BASE: VB1


ISSUE DATE:

DRAWN BY:

PROJECT NO.:

SHEET TITLE:

No.

SHEET NUMBER:

Date

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PROFESSIONAL SEAL:






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FINISH PLAN

19 FINISH PLANSCALE: 1/4" = 1'-0"

5 -SCALE:

4 FLOORING TRANSITIONSSCALE: 6" = 1'-0"

3 SIGNAGE DETAILSSCALE: 3" = 1'-0"

SEE FINISH SCHEDULE ON SHEET

C3.0

15A3.0

13A3.0

7A3.0

8A3.0

10A3.0

5A3.0

2A3.0

3A3.0

TOILETWALLS: P2/P4

WAINSCOT: T1

FLOOR: T4

BASE: T1

SEE INTERIOR ELEVATIONS ON

SHEET A3.0

FLOOR PREP NOTES

1. REMOVE ALL EXISTING FLOORING MATERIALS DOWN TO THE EXPOSED CONCRETE SLAB ANDSCARIFY CONCRETE SURFACE BY GRINDING, CHIPPING OR SCRAPING TO REMOVE ALLADHESIVES, SEALERS AND CURING COMPOUNDS THAT MAY AFFECT PROPER ADHESION OFNEW FLOOR MATERIALS

2. REMOVE UNSTABLE CONCRETE AND ANCHORS, PATCH AND FILL HOLES, CRACKS, CONTROLAND EXPANSION JOINTS AND OTHER SURFACE DEFECTS, WITH MATERIAL COMPATIBLE WITHFLOORING MATERIALS, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, JOINTTREATMENT GUIDELINES, ETC. TO PROVIDE A SMOOTH AND FLUSH SURFACE FOR FLOORTRANSITIONS

3. DIAMOND GRIND, 40 GRIT, EXISTING CONCRETE SLAB TO PROVIDE SMOOTH AND LEVEL,

WITHIN 18" PER 10'-0", SURFACE TO RECEIVE NEW FLOOR FINISH MATERIALS

4. VACUUM CLEAN AND DAMP MOP FLOOR SURFACE TO REMOVE ALL DEBRIS AND DUST

5. VERIFY WITH CONSTRUCTION PROJECT MANAGER THAT EXISTING SLAB PREPARATION ISSUITABLE TO RECEIVE NEW FLOOR FINISH MATERIALS

6. PRIME SLAB PER MANUFACTURER'S RECOMMENDATIONS

7. INSTALL NEW FLOOR FINISH MATERIALS PER MANUFACTURER'S RECOMMENDATIONS

8. ANY DEVIATION OF THE ABOVE MUST BE SUBMITTED TO CONSTRUCTION PROJECT MANAGERFOR APPROVAL PRIOR TO DOING ANY WORK

10 -SCALE:

15 -SCALE:

20 -SCALE:

PC1CRK

PC

1C

PT14

A1.1

4A1.1

PC

1T4

4A1.1

FRP1

EXPOSED CONCRETE COLUMN -PAINT P2

PC

1T4

4A1.1

C

A

D

B

18A3.0C

A

D

B

20A3.0

EXTERIOR

ADJACENT TENANT

CORRIDOR

ADJACENTSTAIRWAY

ADJACENT TENANT

3'-10

12"

3'-7

14"

3'-7

14"

3'-10

12"

2'-10" 2'-10"

4'-0"2'-4" 2'-4"4'-0" 2'-4"2'-4"

2'-7"

6'-0"

3'-6"3'-41

4" 1'-6" 1'-6"

6'-212" 6'-21

2"

2'-11

14"

2'-11

14"

EQ.

EQ.

EQ. EQ.

7'-0"7'-0"

7'-0"

5'-1"5'-1"

2'-7"

6'-0"

1'-3

12"

8'-0"

1'-3

12"

3'-0"

EQ.

EQ.

EQ. EQ.

12'-0" 10" 1'-912" 14'-0"

3'-4

34"

3'-2" 3'-2"9'-0" 9'-0" 9'-0" 2'-8"2'-8"

11'-0" 11'-0"

7'-0"

7'-0"

EQ.

EQ.

EQ.

EQ.

EQ. EQ.


ISSUE DATE:

DRAWN BY:

PROJECT NO.:

SHEET TITLE:

No.

SHEET NUMBER:

Date

17231

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REFLECTEDCEILING

PLAN

19 REFLECTED CEILING PLANSCALE: 1/4" = 1'-0"

1. SEE ELECTRICAL DRAWINGS FOR ALL LUMINAIRE SPECIFICATIONS.

2. PROVIDE ACCESS PANELS IN HARD SURFACE CEILINGS AS NECESSARY FOR ACCESS TO TENANTAND LANDLORD CONTROLS, VALVES, EQPT., ETC. COORDINATE REQUIRED LOCATIONS WITH THELANDLORD REPRESENTATIVE.

3. SUPPORT WIRES FOR SUSPENDED CEILING SYSTEMS SHALL BE ATTACHED TO THE BUILDINGSTRUCTURAL SYSTEM, AND SHALL NOT BE CONNECTED TO ELEMENTS OF ANY MECHANICAL,PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS.

4. ALL CEILING FINISHES SHALL HAVE CLASS 'A' AND/OR CLASS 'I' RATING, DEPENDENT UPONCLASSIFICATION NOMENCLATURE OF THE LOCAL CODE IN EFFECT.

5. G.C. SHALL MAKE ALL FINAL ADJUSTMENTS TO LIGHT HEAD AIMING WITH DIRECTION OFOWNER'S REPRESENTATIVE.

6. ALL ACCESS PANELS ARE TO BE G.F.R.G. TAPE-IN ACCESS PANELS

7. AT STUDIO, INSTALL TRACK LIGHT STRIPS OFFSET 2" HORIZONTALLY FROM CEILING GRIDRUNNERS, EXCEPT WHERE SHOWN CENTERED IN TILE.

CEILING CONSTRUCTION NOTES5 -SCALE:

4 -SCALE:

ACOUSTICAL TILE CEILING(ACT1) AT 10'-0" A.F.F. - SEE

DETAIL 16/A5.0

CEILING FANS - MOUNT AT8'-0" A.F.F. TO BOTTOM

PENDANT LIGHTS - MOUNTAT 8'-0" A.F.F. TO BOTTOM

LIGHT TRACK MOUNTED TO ACTCEILING AT 10'-0" A.F.F. - TYP.

PENDANT FIXTURE - MOUNT AT10'-0" A.F.F. TO BOTTOM - TYP.

CHAIN HUNG LED STRIPLIGHT AT 10'-0" A.F.F.

10 -SCALE:

15 -SCALE:

20 -SCALE:

SUSPENDED GYP. BD. CEILINGAT 8'-0" A.F.F. - SEE DETAIL

11/A5.0 - PAINT P2

NOISE MITIGATION NOTES:CRITICAL! ALL PIPE PENETRATIONS THROUGH DECK ABOVE STUDIO AREA CEILING

SHALL HAVE ALL GAPS FILLED WITH NEOPRENE FOAM AND THEBOTTOM OF THE OPENING SEALED WITH A RESILIENT ACOUSTIC CAULKCOMPLETELY - USG SHEETROCK BRAND OR EQUAL

MIN. 3 12" THICK SOUND BATT INSULATION SHALL BE INSTALLED ABOVESTUDIO CEILING

SPRING ISOLATORS ARE TO BE INSTALLED AT ALL CEILING, LIGHT,

SPEAKER AND SUBWOOFER SUSPENSION WIRES - MUTA/GOTHAM BY

KINETICS NOISE CONTROL OR EQUAL

SUSPENDED GYP. BD. CEILINGAT 11'-6" A.F.F. - SEE DETAIL

11/A5.0 - PAINT P2

LIGHT TRACK MOUNTED TOGYP. BD. AT 11'-6" A.F.F.

WALL SCONCES, TYP. -SEE ELEVATIONS

3 -SCALE:

SPRINKLER RISERBELOW CEILING LINE -PAINT P2

2 -SCALE:

NO CEILING - EXPOSEDCONCRETE DECK - NOFINISH

CA B D

NOTES:

1. SEE SHEETS C1.2 AND C1.3 FOR ALLACCESSIBILITY DIMENSIONALCLEARANCES, LOCATIONS AND OTHERINFORMATION

2. ALL ACCESSORIES TO BE RE-USED SHALLBE RELOCATED AS NEEDED TO COMPLYWITH CURRENT ACCESSIBILITYSTANDARDS

3. PROVIDE WOOD BLOCKING ATACCESSORY MOUNTING POINTS ASREQUIRED PER MANUFACTURERINSTRUCTIONS.

4. PROVIDE WATERPROOF MEMBRANE ATFLOOR AND TO A MINIMUM OF 6" UPWALLS. TYP. ENTIRE TOILET ROOM(U.N.O. - SEE SPECIFICATIONS)

P2

T1 BASE - TYP.

4'-8"

3'-1" TYP.

3'-1" TYP.

9'-3"

4'-0"

3'-4"

4'-4"

11'-6"

11'-6"

4'-2"

11'-6"

5'-0"

TYP

11'-6"

10'-0"

10'-0"

9'-0"

WATER CLOSET

TOILETPAPERDISPENSER -BOBRICKB-4288

18" MIN. VERT. GRABBAR - BOBRICK CLASSICSERIES - SNAP FLANGE

T1 BASE - TYP.

P4

36" MIN. GRAB BAR-BOBRICK CLASSIC SERIES- SNAP FLANGE

42" MIN. GRAB BAR-BOBRICK CLASSIC SERIES- SNAP FLANGE

SANITARYNAPKINDISPOSAL -BOBRICKB-270

TOILET SEAT COVERDISPENSER - BOBRICK B-4221

P2

LAVATORY -INSULATEWASTE ANDHOT WATERLINES


O.F.C.I. MIRROR

WALL SCONCE -SEE R.C.P.

4'-8"

NOTES:

1. SEE SHEETS C1.2 AND C1.3 FOR ALLACCESSIBILITY DIMENSIONALCLEARANCES, LOCATIONS AND OTHERINFORMATION

2. ALL ACCESSORIES TO BE RE-USED SHALLBE RELOCATED AS NEEDED TO COMPLYWITH CURRENT ACCESSIBILITYSTANDARDS

3. PROVIDE WOOD BLOCKING ATACCESSORY MOUNTING POINTS ASREQUIRED PER MANUFACTURERINSTRUCTIONS.

4. PROVIDE WATERPROOF MEMBRANE ATFLOOR AND TO A MINIMUM OF 6" UPWALLS. TYP. ENTIRE TOILET ROOM(U.N.O. - SEE SPECIFICATIONS)

WATER CLOSET

18" MIN. VERT. GRABBAR - BOBRICK CLASSICSERIES - SNAP FLANGE

T1 WAINSCOTW/ BULLNOSECAP - TYP.

42" MIN. GRAB BAR-BOBRICK CLASSICSERIES - SNAPFLANGE

TOILET PAPERDISPENSER -BOBRICK B-4288

SANITARY NAPKINDISPOSAL - BOBRICKB-270

B C DA

P4 P2

T1 BASE - TYP.


P4

P2

T1 BASE - TYP.

TOILET SEATCOVERDISPENSER -BOBRICKB-4221

WATER CLOSET

36" MIN. GRABBAR- BOBRICKCLASSIC SERIES -SNAP FLANGE

O.F.C.I.MIRROR

WALLSCONCE -SEE R.C.P.

8'-0"

TYP.

10'-0"

9'-0"

8'-0"

TYP.

8'-0"

3'-1" TYP.

9'-3"

10'-0"

3'-1" TYP.

T1 WAINSCOTW/ BULLNOSECAP - TYP. T1 WAINSCOT W/

BULLNOSE CAP - TYP.

8'-0"

8'-0"


ISSUE DATE:

DRAWN BY:

PROJECT NO.:

SHEET TITLE:

No.

SHEET NUMBER:

Date

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INTERIORELEVATIONS

5 INTERIOR ELEVATIONSCALE: 1/4" = 1'-0"


EXISTING STOREFRONTSYSTEM AND INSULATEDGLASS - TYP.

VB1 - TYP.

O.F.C.I. CUBBIES

EXISTING ENTRY DOORS- SEE DOOR SCHEDULE

O.F.C.I. UNISEXTOILET SIGN

BOTTLE FILLINGSTATION

O.F.C.I. REFILLBOTTLE SIGN

O.F.C.I. SECURE YOURVALUABLES SIGN - LOCATIONTO BE VERIFIED PRIOR TOINSTALLATION

O.F.C.I. REMOVEYOUR SHOESSIGN

WD1WAINSCOT

O.F.C.I. INSTRUCTORSTATION

P2 - TYP.

1x4 WD1 CAP

19A5.0

SIM.

WD1 BASE

WD1 2x6

O.F.C.I. COAT HOOKS - G.C.SHALL PROVIDE 18 GA. MTL.BRIDGING BEHIND GYP. BD

P2 - TYP.

19A5.0

O.F.C.I. RECEPTIONDESK

O.F.C.I. BALLETBARRE

P2 - TYP.

WD1 2x6

O.F.C.I. BALLETBARRE

P2 - TYP.

14" CLEAR

GLASSMIRROR

ALIGN MIRROR JOINTS WITHBRACKET LOCATIONS1x4 WD1 BASE

14" CLEAR

GLASS MIRROR

O.F.C.I. RETAILDISPLAY -PROVIDEBLOCKING ASNEEDED -COORDINATEWITH MILLWORKVENDOR









P2 - TYP.

VB1 - TYP.

O.F.C.I. CUBBIES

VB1 - TYP.

P2 - TYP.

O.F.C.I. RECEPTIONDESK

P2 - TYP.

(WD1) CAP ONLOW WALL

VB1 - TYP.

O.F.C.I. DIMENSIONALB3 LOGO

P2 - TYP.

WD1WAINSCOT

P2 - TYP.

WD1 BASE

WD1 2x6

19A5.0

SIM.

P2 - TYP.

1x4 WD1 BASE

WD1 2x6

O.F.C.I. BALLET BARRE - PROVIDEBLOCKING IN STUD SPACE - SEE

DETAIL 20/A5.0

14" CLEAR GLASS MIRROR

14" CLEAR GLASS MIRROR

WD1WAINSCOT

WD1 BASE

WD1 2x6

19A5.0

SIM.

P2 - TYP.

ALIGN MIRROR JOINTS WITHBRACKET LOCATIONS

DASHED LINES INDICATECOLUMN INFOREGROUND

10A5.0

WD1WAINSCOT

WD1 BASE

WD1 2x6

P2 - TYP.

FLOOR MOUNTED BARRE AND

BRACKET - SEE DETAIL 10/A5.0 - TYP.

34" ACRYLIC PANEL

EXISTING EGRESS DOORS- SEE DOOR SCHEDULE

EXISTING STOREFRONTSYSTEM AND INSULATEDGLASS - TYP.

1x4 WD1 CAP

P2

19A5.0

O.F.C.I. BALLET BARRE


ISSUE DATE:

DRAWN BY:

PROJECT NO.:

SHEET TITLE:

No.

SHEET NUMBER:

Date

17231

08/11/17

PROFESSIONAL SEAL:






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URI 63132

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15 STOREFRONT ELEVATIONSCALE: 3/8" = 1'-0"

20 -SCALE:

19 -SCALE:

18 -SCALE:

17 -SCALE:

16 -SCALE:

EXIST. BASE BUILDINGCONSTRUCTION - TYP.

SIGNAGE PROVIDED AND INSTALLEDBY OWNERS SIGN VENDOR

EXIST. EGRESS DOORS -SEE DOOR SCHEDULE

LEASE LINE LEASE LINE

A4.0CEB

STOREFRONTELEVATION

EXIST. STOREFRONT GLAZING - TYP.EXIST. ENTRY DOORS -SEE DOOR SCHEDULE

EXIST. AWNING FRAME TO REMAINWITH NEW FABRIC - SUNBRELLASPECIFICATION T.B.D. - TYP.

1 HR. FIRE RATED - UL #U-419 OR EQUAL

STRUCTURE ABOVE

EXIST. METAL STUD FRAMING INSTALLED BYLANDLORD UNDER PREVIOUS PERMIT

EXISTING 58" GYP. BD TO 10'-0" A.F.F. BYLANDLORD -EXTEND 58" TYPE 'X' GYP. BD.WITH 1" TYPE 'S' DRYWALL SCREWS 8" O.C.ALONG EDGES AND 12" O.C. IN FIELD OFPANEL TO DECK ABOVE AND SEAL FOR1-HOUR RATING

58" TYPE 'X' GYP. BD. FIRE RATED AND SEALED

TO DECK BY OTHERS

NOTE: SEE FINISH PLAN AND SCHEDULE FORWALL FINISH AND BASE MATERIAL

NOTE: AT SIMILAR CONDITION, NO NEWGYP. BD. - PATCH EXIST. GYP. BD SMOOTHTO MAINTAIN FIRE RATING AND RECEIVENEW FINISH

358" OR 6" x20 GA. METAL STUDS AT 16" O.C.

MAX. TO UNDERSIDE OF STRUCT. ABOVE (ICC

REPORT #ESR-3064P) - SEE PLAN FORPARTITION THICKNESS

ANCHOR RUNNER TRACK W/ HILTI X-C22 P8THLOW VELOCITY POWDER ACTUATEDANCHORS 0.145Øx3

4" LONG AT 16" O.C.(ICC-ES REPORT #ESR-1663)

STRUCT. ABOVE

ANCHOR STUDS TO

TRACK W/ #10SHEET MTL. SCREWEACH SIDE.

SECURE 58"QUIETROCK GYP. BD.W/ 1" TYPE 'S'DRYWALL SCREWS 8"O.C. ALONG EDGESAND 12" O.C. INFIELD OF PANEL

NOTE: SEE ROOM FINISH SCHEDULE FORWALL FINISH AND BASE MATERIAL

ACOUSTIC SEALANT

ACOUSTIC SEALANT

SOUND BATT INSUL. -FILL STUD CAVITY -TYP.

INSTALL RESILIENT MAT ABOVE HEAD TRACKAND BELOW BASE TRACK - WALLMAT BYKINETICS NOISE CONTROL OR EQUAL

SEE HEAD CONNECTION DETAIL BELOW FORAPPROVED METHOD OF ATTACHMENT TOSTRUCTURE BASED ON FIELD CONDITION -PROVIDE 35

8"x20 GA. BRACING AT 45° TOSTRUCTURE 48" O.C. MAX. FOR STUDSEXCEEDING 16'-0" HEIGHT

358" OR 6"x20 GA. METAL STUDS AT 16" O.C.

MAX. TO UNDERSIDE OF STRUCT. ABOVE (ICC

REPORT #ESR-3064P)



STRUCT. ABOVE

ANCHOR STUDS TO


SECURE 58" GYP. BD. W/ 1" TYPE 'S' DRYWALLSCREWS 8" O.C. ALONG EDGES AND 12" O.C. INFIELD OF PANEL - INSTALL MOISTURE RESISTANTGYP. BD. TO 4'-0" A.F.F. IN TOILET ROOMS ANDAROUND MOP SINK AND WASHING MACHINE




SOUND BATT INSUL. TO 6" ABOVE CEILING- FILLSTUD CAVITY - TYP.

STRUCT. ABOVE

ANCHOR STUDS TO





358"x18 GA. METAL STUDS AT 16" O.C. MAX.

TO UNDERSIDE OF STRUCT. ABOVE (ICCREPORT #ESR-3064P)



STRUCT. ABOVE

SECURE 58" QUIETROCK GYP. BD. W/ 1" TYPE'S' DRYWALL SCREWS 8" O.C. ALONG EDGESAND 12" O.C. IN FIELD OF PANEL


DEMISINGPARTITION

214"

612"

SOUND BATT INSUL. - FILL STUD CAVITY - TYP.

ACOUSTIC SEALANT

ACOUSTIC SEALANT

INSTALL RESILIENT MAT ABOVE HEAD TRACK -WALLMAT BY KINETICS NOISE CONTROL OREQUAL



358" 20 GA. METAL STUDS AT 16" O.C. MAX.

TO UNDERSIDE OF STRUCT. ABOVE (ICCREPORT #ESR-3064P)



STRUCT. ABOVE

ANCHOR STUDS TO




CEILING (WHERE OCCURS)


ACOUSTIC SEALANT

ACOUSTIC SEALANT

INSTALL RESILIENT MAT ABOVE HEAD TRACK -WALLMAT BY KINETICS NOISE CONTROL OREQUAL





STRUCT. ABOVE

ANCHOR STUDS TO


SECURE 58" GYP. BD. W/ 1" TYPE 'S' DRYWALLSCREWS 8" O.C. ALONG EDGES AND 12" O.C.IN FIELD OF PANEL - INSTALL MOISTURERESISTANT GYP. BD. TO 4'-0" A.F.F. IN TOILETROOMS AND AROUND MOP SINK ANDWASHING MACHINE




358"x18 GA. METAL STUDS AT 16" O.C. MAX.

(ICC REPORT #ESR-3064P)



ANCHOR STUDS TO


SECURE 58" TYPE 'X' GYP. BD. W/ 1" TYPE 'S'DRYWALL SCREWS 8" O.C. ALONG EDGESAND 12" O.C. IN FIELD OF PANEL

478"


114"

478"

4'-0"

SIMPSON RCKW KNEE WALL CONNECTOR AT4'-0" O.C. AND AT UNSUPPORTED ENDS -ATTACH TO STUDS W/ (4) 1" #12 SMS

SIMPSON TITEN HD HEAVY DUTY SCREWANCHOR - 12"Ø 3

14" MIN. EMBEDMENT (ICC

REPORT #ESR-2713)

O.F.C.I. CVG DOUGLAS FIR (WD1) - FINISHNAIL TO BLOCKING

CONTINUOUS 2 X 4 BLOCKING

REVEAL MOLDING - FRY REGLET # TDM-625-50- PAINT TO MATCH GYP. BD. PARTITION

3'-1"

3'-0"

WRIGHT MANUFACTURING PROVIDED

STANDARD BARRE BRACKET (58"Ø STEEL)

58"

2"x6"x14" STEEL PLATE WITH PRE-DRILLED

HOLES FOR MANUFACTURER-PROVIDEDFASTENERS

2"x4"x18" POWDER COATED STEEL CAP

2"x4"x316" POWDER COATED TUBE STEEL

COLUMN

34" CLEAR ACRYLIC PANEL OR LEXAN

2"x2"x316" POWDER COATED STEEL

L-BRACKET WITH PRE-DRILLED HOLES FORMANUFACTURER-PROVIDED FASTENERS -TYP.

4"x6"x38" POWDER COATED STEEL FLOOR

MOUNT PLATE WITH PRE-DRILLED HOLESFOR MANUFACTURER-PROVIDEDFASTENERS AND EXPANSION BOLTS

FINISHED FLOOR

158" OR 35

8"x18 GA. METAL STUDS AT 16"O.C. MAX. TO UNDERSIDE OF STRUCT. ABOVE(ICC REPORT #ESR-3064P)

CEILING (WHERE OCCURS)CEILING (WHERE OCCURS)


6"x18 GA. METAL STUDS AT 16" O.C. MAX. TOUNDERSIDE OF STRUCT. ABOVE (ICC REPORT

#ESR-3064P)




ACOUSTIC SEALANT

ACOUSTIC SEALANT



INSTALL RESILIENT MAT ABOVE HEAD TRACKAND BELOW BASE TRACK - WALLMAT BYKINETICS NOISE CONTROL OR EQUAL

CEILING (WHEREOCCURS) 47

8"

CEILING (WHEREOCCURS)

NOTE: AT SIMILAR CONDITION, NO INSULATION

58" GYP. BD. - INSTALL MOISTURE RESISTANT

GYP. BD. TO 4'-0" A.F.F. IN TOILET ROOMSAND AROUND MOP SINK AND WASHINGMACHINE

TOILET

STUDIO

ANCHOR STUDS TO


3 58"x18 GA. METAL STUDSAT 16" O.C. MAX. TOSTRUCT. ABOVE

2'-11

38"

5'-0"

2 X 6 WOOD STUDSISTERED TO STEEL STUDS

W/ PL CONSTRUCTION

ADHESIVE AND SCREWS

(2) 2 X 8 BLOCKING

16D TOENAILED - TYP. (4)

CONTINUOUS 2 X 4BLOCKING FOR BASETRIM ATTACHMENT

EXISTING CONC. SLAB

BLOCKING SYSTEM TO BE LAID OUT IN STUD BAYSCOINCIDING WITH BARRE BRACKET LAYOUT, 37"O.C.

5'-0"

2'-11

38"

3 58"x18 GA. METAL STUDSAT 16" O.C. MAX. TOSTRUCT. ABOVE

58" DRYWALL

2 X 6 WOOD STUDSISTERED TO STEEL STUDS

W/ PL CONSTRUCTION

ADHESIVE AND SCREWS

FACE OF (2) 2 X 8

BLOCKING FLUSH W/ FACE

OF GYP. BD.

SIMPSON L70 FASTENED

W/ (8) SD9112

CONTINUOUS 2 X 4BLOCKING

CONTINUOUS 1 X 4 CVGDOUG FIR BASE (WD1) - O.F.C.I.

FLOORING - O.F.C.I.

MASTIC MOUNTED MIRROROR WAINSCOT PERELEVATIONS

3'-0"

CONTINUOUS 2 X 6 CVGDOUGLAS FIR (WD1) - O.F.C.I.

BLIND FASTENERS - (2) 38"X3 12"RECESSED LAG SCREWS W/

FLAT WASHERS

2'-11

18"

18A5.0

19A5.0

O.F.C.I. BRACKET AT 37" O.C.

O.F.C.I. BARRE

5'-9 3

/8"

312"

9'-0"

CONTINUOUS 1 X 4 CVGDOUG CAP ABV. MIRROR(WHERE OCCURS) - O.F.C.I.

MASTIC MOUNTED MIRRORWHERE OCCURS - SEEELEVATIONS

EXISTING DEMISING WALL

612"

38"

O.F.C.I. BASE SHOE MOLD(WD1)

TYPICAL METAL STUD AND GYP.BD. WALL - SEE FLOOR PLANFOR TYPE

#10 TEK SCREWS(3 PER BRACKET)

3'-0"x18"x34" FIRE-TREATED

PLYWOOD WALL BRACING

ANCHOR PLYWOOD BACKING

TO FINISHED WALL W/ (4) #10TEK SCREWS PER STUD (3 STUDSMIN.)

NOTE:

WATER HEATER TO BE MOUNTED AS HIGHAS POSSIBLE ABOVE FLOOR SINK

KNAPE & VOGT #208ULTIMATE L-BRACKET -211

2"D.x1414"H. (2 MIN. - 600

LB TOTAL CAPACITY)

6 GAL.-60 LB. WATERHEATER AND PAN.

34" FIRE-TREATED PLYWOOD

SECURE TO BRACKET.

2'-0"

NOTE: DO NOT SECURESUPPORT TO A DEMISINGWALL.

7'-6"

A.F

.F.

EQ.

EQ.

18"x1" WIDE SHEETMETAL STRAPANCHOR, SECURETO STUD FRAMINGWITH MIN. 2 #10TEK SCREWS EACHEND OF STRAP

ANCHOR RUNNER TRACK TO CONCRETESLAB W/ HILTI DX LOW VELOCITY POWDERACTUATED ANCHORS 0.145 DIA. X 3 4"LONG AT 16" O.C. MIN. (ICC-ES REPORT #2388)

AT EA. STUD LOCATION FASTEN 2" x 2" x 14GA. CLIP ANGLE TO CONCRETE WITH HILTIDX LOW VELOCITY POWDER ACTUATED

ANCHORS 0.145 DIA. x 3 4" LONG (ICC-ESREPORT # 2388) EA. END (MIN. 2 PER CLIP

ANGLE) - SECURE STUD TO CLIP ANGLE W/(2)

#10 TEK SCREWS

358" 20 GA. MTL. STUD BRACE U.N.O.

NOTES:

1. ALL BRACING WIRE TO BEATTACHED PARALLEL TO THECOMPONENT AND AT MAX.45° ANGLE TO THE CLG.

2. ALL SUPPORT WIRES TO BETAUGHT & TIED BOTH ENDSWITH A MINIMUM OF 3TURNS.

3. SECURE ALL WIRES TO THESTRUCTURE ABOVE.

4. WHERE WIRE MUST BEARAGAINST PIPES AND DUCTS,APPLY DUCT TAPE FRICTIONPROTECTION TO PIPES ANDDUCTS.

5. SEISMICALLY BRACE LIGHTFIXTURES, DIFFUSERS, ETC. INACCORDANCE WITH LOCALCODE IN SEISMIC ZONES.SEE COVER SHEET FORSEISMIC ZONE INDICATION.

6. SEE TYPICAL FRAMINGDETAILS IN THIS DRAWINGSET FOR COMPRESSIONSTRUT ATTACHMENT TOSTRUCTURE.

MAIN TEE 48" O.C.

12 GA. HANGER WIRE (8 GA.

IN CALIF./UBC) 48" O.C. MAX.

EA WAY, W/IN 2" OF CROSSTEES

PROVIDE 4-WAY DIAGONAL 12 GABRACING WIRES IN SEISMIC ZONES.72" MAX. FROM CEILING EDGESAND 144" O.C. MAX. IN EACHDIRECTION

58" TYPE 'X' GYP. BD.

FACE OF WALL/SOFFIT

PROVIDE VERTICAL 18

GA. 358" STUD 144"

O.C. EA. WAY ASCOMPRESSION STRUT INSEISMIC ZONES

CROSS TEE AT24" O.C.

ANGLE MOLDING

12 GA. HANGER WIRE

EDGE SUPPORT DETAIL

SYSTEM SUPPORT DETAIL

TOTAL SYSTEM WEIGHT NOT TO EXCEED 10 PSF

8" MAX

45

SPRING ISOLATOR

NOTES:

1. ALL BRACING WIRE TO BEATTACHED PARALLEL TO THECOMPONENT AND AT MAX.45° ANGLE TO THE CLG.

2. ALL SUPPORT WIRES TO BETAUGHT & TIED BOTH ENDSWITH A MINIMUM OF 3TURNS.

3. SECURE ALL WIRES TO THESTRUCTURE ABOVE.

4. WHERE WIRE MUST BEARAGAINST PIPES AND DUCTS,APPLY DUCT TAPE FRICTIONPROTECTION TO PIPES ANDDUCTS.

5. SEISMICALLY BRACE LIGHTFIXTURES, DIFFUSERS, ETC. INACCORDANCE WITH LOCALCODE IN SEISMIC ZONES.SEE COVER SHEET FORSEISMIC ZONE INDICATION.

6. SEE TYPICAL FRAMINGDETAILS IN THIS DRAWINGSET FOR COMPRESSIONSTRUT ATTACHMENT TOSTRUCTURE.

MAIN TEE 48" O.C.

PROVIDE 4-WAY DIAGONAL 12 GABRACING WIRES IN SEISMIC ZONES.72" MAX. FROM CEILING EDGESAND 144" O.C. MAX. IN EACHDIRECTION

FACE OF WALL/SOFFIT

PROVIDE VERTICAL 18

GA. 358" STUD 144"

O.C. EA. WAY ASCOMPRESSION STRUT INSEISMIC ZONES

ANGLE MOLDING

12 GA. HANGER WIRE 48"

O.C. MAX. EA WAY, W/IN 2"OF CROSS TEES

ACOUSTICAL CEILING TILE

12 GA. HANGER WIRE

CROSS TEES AT 24"O.C. (AND SPANNINGMAIN TEES AT 48"O.C. FOR 2'-0" x 2'-0"GRID MODULE)

GRID-TO-MOLDING CLIP

EDGE SUPPORT DETAIL

SYSTEM SUPPORT DETAIL

TOTAL SYSTEM WEIGHT NOT TO EXCEED 4 PSF

8" MAX

45

SPRING ISOLATOR

2 X 6 CVG DOUGLAS FIR(WD1) - O.F.C.I.

BLIND FASTENERS BEHINDBARRE BRACKET - 38" X 3 12"RECESSED LAG SCREWSW/ FLAT WASHERS

1 X 4 DOUGLAS FIR BASE -O.F.C.I.

FINISHED FLOOR

3'-0"

(N.T

.S.)

2'-11 1

/8"

(N.T

.S.)

O.F.C.I. BARRE - LAP SPLICEENDS AT BRACKETLOCATIONS - GLUE ANDSCREW LAP SPLICES - NOEXPOSED FASTENERS

2" 2"

O.F.C.I. BRACKETAT 37" O.C.

34"

#12 X 3" S.S.PHILLIPS TRUSSHEAD SCREWS

#8 X 3 4" S.S.PHILLIPS TRUSSHEAD SCREWS


ISSUE DATE:

DRAWN BY:

PROJECT NO.:

SHEET TITLE:

No.

SHEET NUMBER:

Date

17231

08/11/17

PROFESSIONAL SEAL:






1155 O

LIV

ETTE

EXEC

UTI

VE

PA

RKW

AY

SA

INT

LOU

IS, M

ISSO

URI 63132

TELE

PH

ON

E: 3

14.7

21.1

340

FAC

SIM

ILE:

314.7

21.0

344

PROJECT TITLE:

2200 W

5TH

AV

E, S

TE 3

50

CO

LUM

BU

S, O

H 43215

TELE

PH

ON

E: 440.7

85.2

043

4835 C

ORD

ELL

AV

ENU

EBET

HES

DA

, M

D 20814

SPA

CE

NO

.: 1

50

A5.0PS

DETAILS

6 PARTITION TYPESCALE: 1 1/2" = 1'-0"




12 FRAMING HEAD CONNECTIONSCALE: 1 1/2" = 1'-0"

18 BARRE DETAILSCALE: 3" = 1'-0"

19 BARRE BLOCKING SECTIONSCALE: 1 1/2" = 1'-0"

20 BARRE BLOCKING DETAILSCALE: 1 1/2" = 1'-0"

16 ACOUSTICAL TILE CEILING DETAILSCALE: NONE





5 -SCALE: -

10 FLOOR MOUNTED BARRE DETAILSCALE: 1 1/2" = 1'-0"

11 GYPSUM BOARD CEILING DETAILSCALE: NONE

13 WATER HEATER SUPPORT DETAILSCALE: 1 1/2" = 1'-0"

17 -SCALE: -

F.D. F.D.

STACKEDWASHER &

DRYER

1'-012" BRACKET MOUNTING - 10 EQUAL SPACES AT 3'-1" = 30'-10" 1'-01

2"

1'-2

14"

BRA

CKET

MO

UN

TIN

G -

7 E

QU

AL

SPA

CES

AT

3'-1"

= 2

1'-7"

1'-2

14"

BRACKET MOUNTING - 7 EQUAL SPACES AT 3'-1" = 21'-7"

BRA

CKET

MO

UN

TIN

G -

5 E

QU

AL

SPA

CES

AT

3'-1"

= 1

5'-5"

6'-11"8'-7"

8"

8'-0"

1'-3

12"

1'-3

12"

10 E

QU

AL

SPA

CES

AT

1'-0"

= 9

'-0

EQ.

EQ.


ISSUE DATE:

DRAWN BY:

PROJECT NO.:

SHEET TITLE:

No.

SHEET NUMBER:

Date

17231

08/11/17

PROFESSIONAL SEAL:






1155 O

LIV

ETTE

EXEC

UTI

VE

PA

RKW

AY

SA

INT

LOU

IS, M

ISSO

URI 63132

TELE

PH

ON

E: 3

14.7

21.1

340

FAC

SIM

ILE:

314.7

21.0

344

PROJECT TITLE:

2200 W

5TH

AV

E, S

TE 3

50

CO

LUM

BU

S, O

H 43215

TELE

PH

ON

E: 440.7

85.2

043

4835 C

ORD

ELL

AV

ENU

EBET

HES

DA

, M

D 20814

SPA

CE

NO

.: 1

50

F1.0CEB

FIXTURE PLAN

19 FIXTURE PLANSCALE: 1/4" = 1'-0"

5 -SCALE:

4 -SCALE:

3 -SCALE:

2 -SCALE:

1 -SCALE:

O.F.C.I. RECEPTION DESK -G.C. TO FURNISH ANDINSTALL QUARTZ TOP PERCASEWORK DRAWINGS

O.F.C.I. WALL MOUNTEDRETAIL DISPLAY - PROVIDEBLOCKING IN STUD SPACEOF WALL AS NEEDED -VERIFY MOUNTINGHEIGHT WITH OWNER

O.F.C.I. CUBBIES - TYP.

O.F.C.I. INSTRUCTORSTATION

O.F.C.I. FLOOR MOUNTEDBALLET BARRE ANDBRACKETS - SEE DETAIL

10/A5.0

O.F.C.I. BALLET BARREAND BRACKETS - SEE

DETAILS 19 & 20/A5.0

O.F.C.I. WASHER AND DRYER

WAITING

10 -SCALE:

15 -SCALE:

20 -SCALE:



O.F.C.I. DIMENSIONALB3 LOGO

15A3.0

13A3.0

7A3.0

8A3.0

TOILET

RECEPTION/COMMUNITYUTILITY

STUDIO

TOILET

10A3.0

5A3.0

2A3.0

3A3.0



C

A

D

B

18A3.0C

A

D

B

20A3.0

O.F.C.I. COAT HOOKS - TYP.

EXTERIOR

ADJACENT TENANT

CORRIDOR

ADJACENTSTAIRWAY

ADJACENT TENANT

EWC-1

LAV-1

WC-1

WC-1

LAV-1

MS-1

FD-1

W/TP

FD-1

W/TP

WB-1

CO-1

CO-1

NOTE: REFER TO ISOMETRIC DRAWING ON

SHEET P1-2 FOR MORE INFORMATION ON

PIPE SIZING AND ROUTING.

1

2

VN

T

SA

N

EWC-1

LAV-1

WC-1

WC-1

MS-1

WB-1

(E)D

WC

M

3

DWH-1 4

LAV-1

1/2"

1/2"

1/2"

1/2"

3/4"

1/2"

3/4"

5 5

DCW

1"

3/4"

P1-1

PLUMBING

FLOOR PLAN

1/4" = 1'-0"

GENERAL NOTES

1. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL BUILDING CODES, INCLUDING

APPLICABLE PLUMBING, MECHANICAL AND HANDICAP ACCESSIBILITY PROVISIONS.

2. PLUMBING CONTRACTOR TO FURNISH ALL PERMITS REQUIRED FOR THEIR WORK.

3. PLUMBING CONTRACTOR TO COORDINATE ALL WORK WITH OTHER TRADES. IF PLUMBING

CONTRACTOR FAILS TO COORDINATE WITH OTHER TRADES AND WORK IS REQUIRED TO BE ALTERED,

THE PLUMBING CONTRACTOR WILL BE RESPONSIBLE FOR THE WORK AT THEIR OWN EXPENSE.

4. REFER TO ARCHITECTURAL DOCUMENTATION FOR ADDITIONAL SCOPE/INFORMATION REGARDING

DEMOLITION/REMODELIING WORK, INCLUDING IDENTIFICATION OF AREAS AND ITEMS INVOLVED,

AS WELL AS INFORMATION OF BOTH A GENERAL AND SPECIFIC NATURE.

5. UNLESS DIRECTED OTHERWISE, WHEN EXISTING PLUMBING ITEMS THAT ARE IN USE PRIOR TO START

OF THIS PROJECT DO NOT OBSTRUCT NEW WORK, THE ITEM SHALL REMAIN IN USE DURING THE

EXECUTION OF NEW WORK AND AFTER PROJECT COMPLETION. EXISTING PLUMBING ITEMS THAT

OBSTRUCT NEW WORK, AND/OR ARE IN EXPOSED LOCATIONS IN REVISED/REMODELED AREAS

WHERE NEW CONCEALING/FINISH STRUCTURE IS PROVIDED UNDER SEPARATE CONTRACT, SHALL BE

REVISED/RELOCATED AS REQUIRED TO CLEAR NEW WORK, AND/OR BE IN A CONCEALED LOCATION.

6. U.N.O., WHEN EXISTING PLUMBING ITEMS ARE INDICATED TO BE REMOVED, OR ARE NOT TO REMAIN

IN USE AFTER PROJECT COMPLETION AND OBSTRUCT NEW WORK, THE ITEM (WHETHER SHOWN ON

PLANS OR NOT) AND ALL ASSOCIATED ACCESSORIES AND APPURTENANCE SHALL BE REMOVED. THIS

INCLUDES ANY ITEMS ENCOUNTERED IN FIELD TO WHICH THESE DESCRIPTIVE CONDITIONS APPLY.

7. PIPING (IF ANY) SHALL BE REMOVED BACK TO NEAREST ACTIVE MAIN/BRANCH REMAINING IN

SERVICE AFTER PROJECT COMPLETION, AND OUTSIDE OF ALL EXPOSED LOCATIONS, OR TO WITHIN

NEW CONCEALING/FINISH STRUCTURE PROVIDED UNDER SEPARATE CONTRACT, AND

CAPPED/PLUGGED (AS APPROPRIATE) AT THAT POINT.

8. WHEN AN ISOLATION VALVE OCCURS IN REMOVED ITEMS SUPPLY PIPING AT THE ACTIVE

MAIN/BRANCH TIE-IN POINT, THE VALVE SHALL REMAIN, AND THE CAP SHALL BE ON THE SIDE OF

THE VALVE ASSOCIATED WITH THE ITEM BEING REMOVED, IN THE VALVE OUTLET PIPING.

9. UNDERSLAB PORTIONS OF PIPING ASSOCIATED WITH ITEMS BEING REMOVED SHALL BE REMOVED

TO/FROM ENTIRELY BELOW THE FLOOR SLAB AT EACH END OF UNDERSLAB RUN AND TERMINATED

(CAPPED IN AN APPROVED MANNER) AT EACH POINT. UNDERSLAB PIPING BETWEEN TERMINATION

POINTS SHALL BE ABANDONED IN PLACE, UNLESS REMOVAL IS REQUIRED BY NEW WORK, EITHER IN

THIS CONTRACT, OR UNDER SEPARATE CONTRACT. WHERE THE PIPING BEING ABANDONED IN PLACE

CONNECTS TO AN ACTIVE MAIN REMAINING IN SERVICE BELOW SLAB AFTER PROJECT COMPLETION,

IT SHALL ALSO BE TERMINATED BELOW SLAB AT THE ACTIVE MAIN CONNECTION POINT, UNLESS THE

LENGTH OF ABANDONED PIPE RUN IS TWO (2) LINEAR FEET OR LESS.

10. ALL PIPING SHOWN IS ABOVE CEILING IN AREAS WITH DROPPED CEILINGS, OR AT BOTTOM OF

OVERHEAD SUPPORT STRUCTURE IN EXPOSED STRUCTURE AREAS, UNLESS INDICATED OTHERWISE.

11. THE PLUMBING CONTRACTOR IS TO SECURE AND VERIFY ALL MEASUREMENTS AND CONDITIONS AT

THE PROJECT IN ADVANCE OF SUBMITTAL OF BIDS AND COMMENCEMENT OF WORK (INCLUDING

FABRICATION).

12. THE PLUMBING CONTRACTOR IS RESPONSIBLE FOR FIRESTOPPING AT ALL PLUMBING RELATED

PENETRATIONS OF FIRE, SMOKE AND OTHER RATED STRUCTURES, INCLUDING FLOORS, WALLS,

PARTITIONS, ETC.. REFER TO ARCHITECTURAL DOCUMENTATION FOR LOCATIONS OF ALL RATED

STRUCTURES, AND SPECIFIC INFORMATION AND REQUIREMENTS PERTAINING TO SAME.

13. LAYOUT AND INSTALLATION OF PLUMBING CONTRACT PIPING, EQUIPMENT, ITEMS AND ELEMENTS

INDICATED ON PLAN IS SCHEMATIC IN NATURE. EXACT LOCATION, ROUTING AND INSTALLATION TO

BE COORDINATED WITH BUILDING STRUCTURE AND ALL OTHER WORK PROVIDED UNDER SEPARATE

CONTRACT.

14. COORDINATE EXACT LOCATION AND INSTALLATION OF ALL PLUMBING UTILITIES REQUIRED AND

PROVIDED FOR WORK UNDER SEPARATE CONTRACT WITH THE APPROPRIATE CONTRACTOR(S) IN

ADVANCE OF WORK. THIS INCLUDES SUPPLY AND DRAIN ELEMENTS, FOR DIRECT (PIPED) AND/OR

INDIRECT (FLOOR/HUB DRAIN, AIR GAP, ETC.) CONNECTION/SERVICE.

15. ROUGH IN ALL PIPING (SUPPLY, RETURN, WASTE, DRAIN, ETC.) FOR FIXTURES/EQUIPMENT

INSTALLATION THRU OR ON FACE OF WALL (AS APPLICABLE), AND TERMINATE WITH SHORT PIPE

NIPPLE AND CAP. ROUGH INS AT EXTERIOR WALLS (IF ANY) TO BE ON "WARM" SIDE OF INSULATION

ASSEMBLY, AS REQUIRED FOR NON-FREEZE INSTALLATION.

16. PROVIDE CLEANOUTS AT THE BASE OF ALL SANITARY STACKS, IN ALL HORIZONTAL SANITARY PIPING

AT INTERVALS NOT TO EXCEED 100 L.F. IN LENGTH, AT EACH CHANGE OF DIRECTION BY SANITARY

PIPING BELOW GRADE OR AT THE LOWEST POINT OF THE HORIZONTAL DRAINAGE SYSTEM GREATER

THAN 45 DEGREES (UNLESS ANOTHER CLEANOUT IS WITHIN 40 FEET DEVELOPED LENGTH) AND AT

CONNECTION POINTS TO EXISTING SANITARY AND VENT PIPING (TEST TYPE CLEANOUTS).

17. UNLESS INDICATED OTHERWISE, ALL FIXTURES AND EQUIPMENT PROVIDED WITH PLUMBING SUPPLY

PIPING TO BE FURNISHED WITH APPROVED/LISTED STOPS IN ACCESSIBLE LOCATIONS.

18. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS OF CASEWORK, EQUIPMENT AND OTHER ITEMS

PROVIDED UNDER SEPARATE CONTRACT, INCLUDING EXACT LOCATIONS AND UTILITY CONNECTION

REQUIREMENTS. COORDINATE PLUMBING UTILITY WORK AS REQUIRED IN ADVANCE, INCLUDING

PLACEMENT OF FITTINGS, ACCESSORIES, APPURTENANCES, DRAINS, ETC.

19. VERIFY THE EXACT LOCATION AND INSTALLATION REQUIREMENTS FOR ALL DRAINS WITH THE

ARCHITECTURAL AND STRUCTURAL DOCUMENTATION FOR PROPER PLACEMENT IN RESPECT TO

SLOPES AND STRUCTURE AT EACH DRAIN. COORDINATE INSTALLATION WITH THE APPROPRIATE

CONTRACTOR. FINAL INSTALLATION AND LOCATION SUBJECT TO APPROVAL.

20. PLUMBING PIPING IS NOT PERMITTED TO RUN ABOVE ANY ELECTRICAL SWITCHGEAR, MOTOR

CONTROL CENTERS OR PANELS (INCLUDING ACCESS/CLEARANCE SPACE 42" IN FRONT OF THESE

ITEMS, AND MIN. 30" WIDE), UNDER ANY CIRCUMSTANCES. ACTUAL INSTALLATION AND LOCATION

OF ELECTRICAL EQUIPMENT TO BE DETERMINED AND CONFIRMED WITH THE ELECTRICAL

CONTRACTOR PRIOR TO START OF WORK.

21. CONTRACTOR SHALL CONNECT TO EXISTING SANITARY LINES, FIELD VERIFY EXACT LOCATION AND

MAKE NECESSARY CONNECTIONS AS REQUIRED PER FIELD CONDITIONS. CONTRACTOR SHALL FIELD

VERIFY EXACT CONTINUATION AND ROUTING OF SANITARY PIPING FOR A PROPER OPERATING

SYSTEM. PLUMBING CONTRACTOR SHALL FIELD VERIFY INVERT ELEVATION PRIOR TO SANITARY LINE

INSTALLATION AND PRESSURE JET CLEAN SANITARY LINE AS REQUIRED. NOTIFY

ARCHITECT/ENGINEER WITH ANY DISCREPANCIES IMMEDIATELY.

22. ALL SANITARY PIPING 2-1/2" AND SMALLER SHALL BE INSTALLED WITH A SLOPE OF 1/4" PER FOOT.

ALL SANITARY PIPING 3" AND LARGER SHALL BE PIPED AT A SLOPE OF 1/8" PER FOOT. PROVIDE

PROPER SLOPE FOR VENT PIPING TO DRAIN BACK TO DRAINAGE SYSTEM TO DRAIN ANY

ACCUMULATIVE MOISTURE. VENTS ARE REQUIRED TO CONNECT TO A HORIZONTAL FIXTURE DRAIN

AT 45 DEGREES.

23. CONTRACTOR SHALL SAWCUT AND TRENCH EXISTING FLOOR SLAB AS NECESSARY TO INSTALL NEW

BELOW SLAB SANITARY WASTE PIPING. PATCH FLOOR TO MATCH ADJACENT SURFACES.

24. PROVIDE WATER HAMMER ARRESTORS IN ALL BRANCH LINES SERVING FIXTURES WITH QUICK

CLOSING VALVES, SOLENOID VALVES AND/OR FLUSH VALVES IN ACCORDANCE WITH STANDARD

PDI-WH-201.

25. PROVIDE TRAP PRIMERS FOR NEW FLOOR DRAINS ABOVE ACCESSIBLE CEILING. PIPING TO CONSIST

OF 1/2" TYPE "K" COPPER. SLOPE PIPING BELOW SLAB TO DRAIN.

1. CONNECT TO EXISTING LL PROVIDED SANITARY PIPING. FIELD VERIFY EXACT LOCATION,

DEPTH, PIPE SIZE, SLOPE, AND FLOW DIRECTION.

2. CONNECT TO EXISTING LL PROVIDED VENT PIPING. FIELD VERIFY EXACT LOCATION, PIPE

SIZE, AND SLOPE.

3. CONNECT TO EXISTING DOMESTIC WATER MAIN WITH NEW 1" DCW SERVICE TO TENANT

SPACE. PROVIDE SHUTOFF VALVE AND SUB-METER. FIELD VERIFY EXACT LOCATION, PIPE

SIZE, AND METER REQUIREMENTS WITH EXISTING CONDITIONS. COORDINATE SUB-METER

REQUIREMENTS WITH LL.

4. CONNECT 3/4" DCW AND 3/4" DHW TO WATER HEATER PER DETAIL ON SHEET P1-2.

5. ROUTE 1/2" DCW AND DHW DOWN IN WALL. PROVIDE 1/2" CONNECTION TO EACH LAV.

PROVIDE ASSE 1070 LISTED THERMOSTATIC MIXING VALVE SET TO 110°F AT LAV.

#

CODED NOTES:

PLUMBING LEGEND

BALL VALVE

CHECK VALVE

STRAINER

DIELECTRIC UNION

PRESSURE RELIEF VALVE

PLUMBING ABBREVIATIONS

EXISTING TO REMAIN

DOMESTIC COLD WATER

DOMESTIC HOT WATER

EXPANSION TANK

(E)

DCW

DHW

ET

VENT THROUGH ROOFVTR

1

SANITARY AND VENT - FLOOR PLAN

1/4" = 1'-0"

2

DOMESTIC WATER PLAN - FLOOR PLAN

1/4" = 1'-0"


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PROFESSIONAL CERTIFICATION:I CERTIFY THAT THESE DOCUMENTS WERE PREPAREDOR APPROVED BY ME, AND THAT I AM DULYLICENSED ENGINEER IN THE STATE OF MARYLAND,

LICENSE NO. 43527 - EXP DATE: 05/15/19

EWC-1

CO-1

3"

MS-1

WB-1

3"

3"

FD-1

WC-1

LAV-1

LAV-1

FD-1

WC-1

CO-1

1-1/2"

1-1/2"

2"

4"

4"

2"

1-1/2"

2"

2"

4"

3"

3"

4"

2"

2"

S

A

N

V

N

T

EX-1

DWH-1

DCW

DHW

1" INDIRECT DRAIN

TO MOP SINK

ASME T&P

RELIEF VALVE

3/4" VACUUM RELIEF VALVE SIMILAR TO

WATTS MODEL N36-M1 WITH ALL BRASS

BODY , PROTECTION CAP, RATED TO

ANSI Z21, 22, AND CSA CERTIFIED

THERMOMETER

RELIEF DRAIN. ROUTE FULL

SIZE TO MOP SINK BELOW

PROVIDE GALVANIZED

STRAP TO SECURE HEATER

FACTORY FURNISHED

HEAT TRAPS

NOTE: MOUNT ELECTRIC WATER HEATER AT A MINIMUM OF 7' AFF ABOVE MOP SINK.

WALL-MOUNT SUPPORT STAND WITH

BUILT-IN DRAIN PAN SIMILAR TO

HOLDRITE MODEL 40-SWHP-WM.

EXISTING ROOF

(FIELD VERIFY EXACT

CONDITIONS)

12" M

IN

O

R

AS R

EQ

UIR

ED

VENT PIPE SIZE AS

SHOWN ON PLANS

3" MIN

PIPE CLAMP

ANCHORED TO

CLIP ANGLE

MEDIUM

EXPANSION

INSULATING

FOAM

INSTALL 1/2" THINK FIBERGLASS

INSULATION TO FIRST 90° ELBOW

OR A MAX OF 5'-0" VERTICAL.

STAINLESS STEEL

CLAMP (TYP)

FLASH/SEAL

WATERTIGHT

AT ROOF

STEPPED

FLEXIBLE EPDM

PIPE FLASHING

P1-2

PLUMBING

SCHEDULE

1/4" = 1'-0"

1

SANITARY ISOMETRIC

N.T.S.

2

WATER HEATER DETAIL

N.T.S.

3

VENT TRHOUGH ROOF DETAIL

N.T.S.


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P1-3

PLUMBING

SPECIFICATIONS

1/4" = 1'-0"


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DIVISION 22 SPECIFICATIONS

SECTION 220000 - GENERAL REQUIREMENTS

PART 1 - GENERAL

A. ALL APPLICABLE CODES, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK

(INCLUDING ANY LOCAL AMENDMENTS AND INTERIM AGREEMENTS IN EFFECT) ARE HEREBY INCORPORATED

INTO AND MADE PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE

CONTRACTOR WHO SHALL INFORM THE OWNER, PRIOR TO SUBMITTING HIS PROPOSAL, OF ANY WORK

AND/OR MATERIAL WHICH VIOLATES ANY OF THE ABOVE. ANY WORK DONE BY THE CONTRACTOR CAUSING

SUCH VIOLATION SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE.

B. INVESTIGATE EACH SPACE THROUGH WHICH EQUIPMENT MUST BE MOVED. WHERE NECESSARY, EQUIPMENT

SHALL BE SHIPPED FROM THE MANUFACTURER IN SECTIONS OF A SIZE SUITABLE FOR MOVING THROUGH THE

AVAILABLE RESTRICTIVE SPACES. COORDINATE & SCHEDULE THE TIME(S) AT WHICH EQUIPMENT MAY BE

MOVED THROUGH ALL AREAS WITH THE BUILDING OWNER AND TENANT(S).

C. DRAWINGS ARE DIAGRAMMATIC, INDICATING GENERAL ARRANGEMENT OF SYSTEMS AND WORK AND ARE

NOT TO BE SCALED FOR FINAL DIMENSIONS. PIPE ROUTING AS SHOWN IS DIAGRAMMATIC AND DOES NOT

SHOW ALL OFFSETS, DROPS OR RISES OF RUNS. COORDINATION WITH ALL EXISTING SERVICES, INCLUDING THE

WORK OF ALL OTHER TRADES, IS REQUIRED. THE CONTRACTOR SHALL MAKE AN ALLOWANCE IN HIS

PROPOSAL FOR ROUTING OF PIPE AND LOCATING EQUIPMENT TO AVOID OBSTRUCTIONS. MAINTAIN

HEADROOM AND SPACE CONDITIONS.

D. INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION AND SERVICING. MINOR DEVIATIONS FROM

DRAWINGS MAY BE MADE TO ACCOMPLISH THIS, BUT CHANGES WHICH INVOLVE EXTRA COST SHALL NOT BE

MADE WITHOUT PRIOR APPROVAL BY THE ENGINEER.

E. REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK MAY BE NECESSARY FOR THE PERFORMANCE OF THE

GENERAL WORK. ALL EXISTING CONDITIONS CANNOT BE COMPLETELY DETAILED ON THE DRAWINGS. THE

CONTRACTOR SHALL FIELD VERIFY THE SITE OF CONDITIONS AS THEY MAY EXIST AND INCLUDE ALL CHANGES

IN HIS PROPOSAL.

F. CONNECTIONS TO EXISTING WORK: INSTALL NEW WORK AND CONNECT TO EXISTING WORK WITH MINIMUM

INTERFERENCE TO EXISTING FACILITIES. TEMPORARY SHUTDOWNS OF EXISTING SERVICES SHALL BE

PERFORMED AT NO ADDITIONAL CHARGE, AT TIMES NOT TO INTERFERE WITH NORMAL OPERATION OF

EXISTING FACILITIES AND ONLY WITH THE WRITTEN CONSENT OF THE OWNER. MAINTAIN CONTINUOUS

OPERATION OF EXISTING FACILITIES AS REQUIRED WITH NECESSARY TEMPORARY CONNECTIONS BETWEEN

NEW AND EXISTING WORK. CONNECT NEW WORK TO EXISTING WORK IN A NEAT AND ACCEPTABLE MANNER.

RESTORE EXISTING DISTURBED WORK TO ORIGINAL CONDITION.

G. DISCONNECT, REMOVE AND/OR RELOCATE EXISTING MATERIAL, EQUIPMENT AND OTHER WORK AS NOTED OR

REQUIRED FOR THE PROPER INSTALLATION OF NEW WORK.

H. THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS, ALL INTERIOR AND EXTERIOR SPACES AND

ADJACENT STREETS, SIDEWALKS AND PAVEMENTS FREE FROM MATERIAL AND DEBRIS RESULTING FROM THE

EXECUTION OF THIS WORK. ALL INTERIOR SPACES SHALL BE SWEPT BROOM CLEAN OF THE CONTRACTOR'S

WORK AT THE END OF EACH WORK DAY. EXCESS MATERIALS WILL NOT BE PERMITTED TO ACCUMULATE EITHER

ON THE INTERIOR OR THE EXTERIOR OF THE FACILITY.

I. THE LOCATIONS OF THE EXISTING SERVICES ARE BELIEVED TO BE AS INDICATED ON THE DRAWINGS. THE

CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION OF THESE SERVICES AND NOTIFY THE ENGINEER OF ANY

DISCREPANCIES PRIOR TO COMMENCING ANY WORK.

J. SEAL OPENINGS THROUGH PARTITIONS, WALLS AND FLOORS WITH A UL-LISTED FIRESTOPPING ASSEMBLY

MATCHED TO THE RATING OF THE PENETRATED ELEMENT.

K. PROVIDE ALL NECESSARY FLASHING AND COUNTERFLASHING TO MAINTAIN THE WATERPROOFING INTEGRITY

OF THIS BUILDING AS REQUIRED BY THE INSTALLATION OR REMOVAL OF PIPING AND EQUIPMENT. PROVIDE

EQUIPMENT CURBS AS REQUIRED.

L. THE OWNER SHALL HAVE FIRST RIGHT-OF-REFUSAL OF ALL EQUIPMENT AND MATERIAL DESIGNATED FOR

REMOVAL UNDER THIS CONTRACT. ALL EQUIPMENT AND MATERIAL REFUSED BY THE OWNER AND

CONSTRUCTION DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF

RESPONSIBLY.

M. ALL MATERIALS AND WORKMANSHIP, UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH BUILDING

STANDARDS AND THE BEST PRACTICES OF THE TRADE.

N. UNLESS OTHERWISE SPECIFICALLY SPECIFIED, INCLUDE ALL CUTTING AND PATCHING OF EXISTING FLOORS,

WALLS, PARTITIONS, CEILINGS AND OTHER MATERIALS IN THE EXISTING BUILDING. THE CONTRACTOR SHALL

RESTORE THESE AREAS TO ORIGINAL CONDITION.

O. ALL MATERIAL AND EQUIPMENT TO BE NEW (UNLESS NOTED OTHERWISE), OF THE LATEST DESIGN AND SHALL

BE IN ACCORDANCE WITH BUILDING STANDARDS. ALL MATERIAL AND EQUIPMENT ON SITE SHALL BE

RESPONSIBLY STORED SUCH THAT IT IS PROTECTED FROM DAMAGE, EXPOSURE TO THE OUTSIDE ELEMENTS

AND THEFT/VANDALISM.

P. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT A CAREFUL EXAMINATION OF THE

PORTIONS OF THE EXISTING BUILDING, EQUIPMENT, ETC, WHICH AFFECT THIS WORK, AND THE ACCESS TO

SUCH SPACES, HAS BEEN MADE AND THAT THE CONTRACTOR IS FAMILIAR WITH EXISTING CONDITIONS AND

DIFFICULTIES THAT WILL AFFECT THE EXECUTION OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR

INDICATING ANY DISCREPANCIES BETWEEN THE CONTRACT DRAWINGS AND ACTUAL FIELD CONDITIONS

PRIOR TO THE SUBMITTAL OF HIS BID. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT

SUCH AN EXAMINATION HAS BEEN MADE. NO CONSIDERATION WILL BE MADE FOR LATER CLAIMS FOR LABOR,

EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN

FORESEEN DURING SUCH AN EXAMINATION. THE ON-SITE INSPECTION SHALL VERIFY EXISTING PIPE SIZES,

CLEARANCES AND CONDITIONS AS THEY MAY EXIST.

Q. THE FINAL ACCEPTANCE WILL BE MADE AFTER THE CONTRACTOR HAS ADJUSTED HIS EQUIPMENT, TESTED THE

VARIOUS SYSTEMS, DEMONSTRATED THAT IT FULFILLS THE REQUIREMENTS OF THE CONTRACT DOCUMENTS

AND HAS FURNISHED ALL THE REQUIRED TESTING REPORTS, CERTIFICATES OF INSPECTION AND

APPROVALS.COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE AND THE LOCAL AUTHORITY HAVING

JURISDICTION.

1.1 SCOPE OF WORK

A. SCOPE OF WORK SHALL CONSIST OF PROVIDING LABOR, MATERIALS, EQUIPMENT, SERVICES AND FEES

NECESSARY FOR COMPLETE AND SAFE INSTALLATION IN CONFORMANCE WITH THE ALL APPLICABLE CODES,

RULES AND REGULATIONS AND AUTHORITIES HAVING JURISDICTION, AS INDICATED ON DRAWINGS AND

HEREIN SPECIFIED.

1. OFFSET, RAISE, LOWER OR RE-ROUTE ANY EXISTING PLUMBING PIPING IN CONFLICT WITH OTHER TRADES.

REMOVE EXISTING ABANDONED PIPING BACK TO ACTIVE MAINS AND CAP/PLUG AS REQUIRED.

2. PROVIDE FIXTURES, EQUIPMENT, ETC. INSTALL PIPING CONNECTING TO EXISTING SANITARY DRAINAGE

AND VENT AND DOMESTIC WATER PIPING SYSTEMS COMPLETE WITH ALL FITTINGS AND TRIM REQUIRED.

3. THE BASE BUILDING DRAWINGS, PLANS, DETAILS, SPECIFICATIONS AND SPECIFICATION ADDENDA ARE

MADE PART OF THIS CONTRACT AND SHALL APPLY TO ALL WORK UNDER THE CONTRACT UNLESS

OTHERWISE AMENDED, MODIFIED, SUPPLEMENTED OR SPECIFIED HEREIN.

B. THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR PROMPTLY AND ASSUME

RESPONSIBILITY FOR ALL EXPENSES INCURRED FOR ANY WORKMANSHIP AND EQUIPMENT IN WHICH DEFECTS

DEVELOP WITHIN ONE YEAR FROM THE DATE OF FINAL CERTIFICATE FOR PAYMENT AND/OR FROM DATE OR

ACTUAL USE OF EQUIPMENT OR BENEFICIAL OCCUPANCY OF SPACES BY OWNER INCLUDED UNDER THE

VARIOUS PARTS OF THE WORK, WHICHEVER DATE IS EARLIER. THIS WORK SHALL BE DONE AS DIRECTED BY THE

OWNER. THIS GUARANTEE SHALL ALSO PROVIDE THAT WHERE DEFECTS OCCUR, THE CONTRACTOR WILL

ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED IN REPAIRING AND REPLACING WORK OF OTHER

TRADES AFFECTED BY DEFECTS, REPAIRS OR REPLACEMENTS IN EQUIPMENT SUPPLIED BY THE CONTRACTOR.

C. THE CONTRACTOR SHALL GIVE NECESSARY NOTICE, FILE DRAWINGS AND SPECIFICATIONS WITH THE

AUTHORITY HAVING JURISDICTION, OBTAIN PERMITS OR LICENSES NECESSARY TO EXECUTE THIS WORK AND

PAY ALL FEES THEREFORE. THE CONTRACTOR SHALL ARRANGE FOR ANY AND ALL INSPECTIONS AND TESTS

(INCLUDING RE-INSPECTIONS AND RE-TESTS) OF ANY OR ALL PARTS OF THE WORK IF SO REQUIRED BY THE

AUTHORITY HAVING JURISDICTION AND PAY ALL CHARGES FOR SAME. THE CONTRACTOR SHALL PAY ALL

COSTS FOR, AND FURNISH TO THE OWNER BEFORE FINAL BILLING, ALL CERTIFICATES NECESSARY AS EVIDENCE

THAT THE WORK INSTALLED CONFORMS WITH ALL REGULATIONS WHERE THEY APPLY TO THIS WORK. THE

CONTRACTOR SHALL OBTAIN ALL NECESSARY AND REQUIRED SIGN-OFFS AND APPROVALS FOR THE WORK

INSTALLED.

1.3 GENERAL PROVISIONS FOR PLUMBING WORK

A. DEFINITIONS:

1. "THE AUTHORITY HAVING JURISDICTION" SHALL REFER TO ANY DULY AUTHORIZED GOVERNMENTAL BODY

OR UTILITY PURVEYOR AND/OR THEIR AGENTS HAVING JURISDICTION OVER THE WORK AS PROVIDED

UNDER THIS CONTRACT.

2. "CONCEALED": EMBEDDED IN MASONRY OR OTHER CONSTRUCTION, INSTALLED IN FURRED SPACES,

WITHIN DOUBLE PARTITIONS OR ABOVE CEILINGS, IN TRENCHES, IN CRAWL SPACES OR IN ENCLOSURES.

3. "CONTRACT DOCUMENTS" SHALL REFER THE DRAWINGS AND/OR SPECIFICATIONS, EITHER WHOLE OR IN

PART.

4. "THE CONTRACTOR" AND "THIS CONTRACTOR" SHALL REFER TO THE PLUMBING CONTRACTOR, HIS

SUBCONTRACTOR(S) AND/OR THEIR TRADESMEN.

5. "EXPOSED": NOT INSTALLED UNDERGROUND OR "CONCEALED" AS DEFINED ABOVE.

6. "FURNISH" OR "SUPPLY": TO PURCHASE, PROCURE, ACQUIRE AND DELIVER COMPLETE WITH RELATED

ACCESSORIES.

7. "INSTALL": TO ERECT, MOUNT AND CONNECT COMPLETE WITH RELATED ACCESSORIES.

8. "OR EQUAL" AND "OR APPROVED EQUAL": ALL MATERIALS, FIXTURES AND/OR EQUIPMENT, IN THE

JUDGMENT OF THE ENGINEER, APPROVED AS EQUIVALENT IN TERMS OF OVERALL MATERIAL,

COMPONENTS, FINISH, QUALITY AND PERFORMANCE.

SECTION 220000 - GENERAL REQUIREMENTS (CONT)

PART 1 - PIPING

A. SANITARY (INCLUDING INDIRECT AND FOG) DRAINAGE & VENT AND STORM (INCLUDING OVERFLOW)

DRAINAGE PIPING:

1. SERVICE WEIGHT CAST IRON PIPE (ASTM A74, ASTM A888 and CISPI 301), HUBLESS, WITH MECHANICAL

JOINT COUPLINGS (CISPI 310, ASTM C1277 OR ASTM C1540) WITH ELASTOMERIC SEALING SLEEVE (ASTM

C564) ALL PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON

SOIL PIPE INSTITUTE AND LISTED BY NSF INTERNATIONAL

2. SERVICE WEIGHT CAST IRON PIPE (ASTM A74), HUB AND SPIGOT, WITH JOINTS FIRMLY PACKED WITH

OAKUM OR HEMP AND SEALED WITH MOLTEN LEAD OR SILICONE (AS PERMITTED BY THE AUTHORITY

HAVING JURISDICTION) ALL PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK

OF THE CAST IRON SOIL PIPE INSTITUTE AND LISTED BY NSF INTERNATIONAL.

3. ASTM D 2665, SCHEDULE 40 TYPE 1, GRADE 1 PVC DWV PIPE AND ASTM D 2665, MADE TO ASTM D 3311,

FITTINGS WITH ASTM 656 ADHESIVE PRIMER AND ASTM D 2564, SOCKET SOLVENT SOLDER JOINTS AND

CONNECTIONS.

B. DOMESTIC WATER:

1) TYPE 'L' COPPER OR COPPER-ALLOY PIPE (ASTM B75, ASTM B88, ASTM B251 OR ASTM B447) WITH

COPPER OR COPPER-ALLOY FITTINGS (ASTM B16.15, ASTM B16.18, ASTM B16.22, ASTM B16.23, ASTM

B16.26 OR ASTM B16.29); ASTM B16.18, ASTM B16.22 AND PERFORMANCE CRITERIA OF IAPMO PS117)

ABOVE GRADE OR BRAZED JOINTS BELOW GRADE.

C. ALL EXPOSED PIPE AND FITTINGS SHALL BE CHROME PLATED BRASS.

D. ALL EXPOSED PIPING PASSING THROUGH WALLS, FLOORS, CEILINGS, AND PARTITIONS SHALL BE PROVIDED

WITH CHROME PLATED CAST BRASS ESCUTCHEONS HELD IN PLACE WITH SET SCREWS.

E. ALL ABOVE-GRADE RIGID PIPING SHALL BE PROVIDED WITH VINYL PIPE LABELS, SPACED MAXIMUM 50 FEET

(CONCEALED PIPING) OR 100 FEET (EXPOSED PIPING) AND ON BOTH SIDES OF WALL/PARTITION PENETRATIONS,

AS MANUFACTURED BY BRADY, SETON OR APPROVED EQUAL. FASTENING METHOD SHALL BE AS PER

MANUFACTURER'S RECOMMENDATIONS.

F. INSTALLATION OF TYPE DWV PLASTIC PIPE AND FITTINGS ABOVE CEILING IN A RETURN AIR PLENUM IS

PROHIBITED.

PART 2 - VALVES AND FITTINGS

A. BALL VALVES: BRONZE, TWO-PIECE, FULL PORT, END ENTRY, 600 PSIG, MSS SP-110, SIMILAR TO NIBCO S-585-70

(SWEAT) OR T-585-70 (THREADED)

PART 1 - GENERAL

A. PROVIDE NEW COMMERCIAL-GRADE PLUMBING FIXTURES, FITTINGS AND TRIM AS LISTED ON THE CONTRACT

DOCUMENTS.

B. ALL FIXTURES, FITTINGS AND TRIM SHALL BE BY THE SAME MANUFACTURER UNLESS OTHERWISE INDICATED ON

THE CONTRACT DOCUMENTS.

C. ALL FIXTURES SHALL BE FURNISHED AND INSTALLED, SET FIRM AND TRUE, CONNECTED TO ALL REQUIRED

PIPING SERVICES, THOROUGHLY CLEAN AND READY FOR USE.

D. PROVIDE IN-LINE CHECK VALVES ON DOMESTIC WATER PIPING SERVING MOP SINKS AND KITCHEN

SPRAY/RINSE UNITS.

E. ALL PLUMBING FIXTURES RESTING AGAINST A WALL OR FLOOR SHALL HAVE GROUND MATING SURFACES AND

SHALL BE CAULKED WITH SILICONE SEALANT OF A COLOR TO MATCH THAT OF THE PLUMBING FIXTURE.

F. THE CONTRACTOR SHALL NOT PERMIT THE USE OF INSTALLED PLUMBING FIXTURES WITHOUT THE WRITTEN

CONSENT OF THE OWNER. ANY OF THE INSTALLED FIXTURES, FITTINGS OR TRIM FOUND DAMAGED AT THE

TIME OF FINAL ACCEPTANCE SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

G. REFER TO ARCHITECTURAL DOCUMENTS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL PLUMBING

FIXTURES.

9. "PROVIDE": TO SUPPLY, INSTALL AND CONNECT UP COMPLETE AND READY FOR SAFE AND REGULAR

OPERATION THE PARTICULAR WORK REFERRED TO UNLESS SPECIFICALLY NOTED OTHERWISE.

10. "SHALL" INDICATES A MANDATORY REQUIREMENT.

11. "SIMILAR" OR "EQUAL": EQUAL IN MATERIALS, WEIGHT, SIZE, DESIGN, PERFORMANCE AND EFFICIENCY

OF SPECIFIED PRODUCT.

C. QUALITY ASSURANCE:

1. QUALITY AND GAUGE OF MATERIALS: NEW, BEST OF THEIR RESPECTIVE KINDS, AND FREE FROM

DEFECTS. MATERIALS AND EQUIPMENT OF SIMILAR APPLICATION SHALL BE OF SAME MANUFACTURER,

EXCEPT AS NOTED.

2. GUARANTEE: ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR

FROM DATE OF ACCEPTANCE OF WORK.

D. PRODUCT DELIVERY, STORAGE AND HANDLING:

3. PROVIDE FOR THE PROTECTION AND MAINTAINING OF GOOD CONDITION OF ALL MATERIALS AND

EQUIPMENT UNTIL FINAL ACCEPTANCE BY THE OWNER. PROTECT ALL MATERIALS FROM DAMAGE FROM

ANY CAUSE AND PROVIDE ADEQUATE, SECURE AND PROPER STORAGE FACILITIES DURING THE

PROGRESS OF THE WORK. CAP OR PLUG OPENINGS IN EQUIPMENT, PIPING AND OTHER SYSTEMS TO

EXCLUDE DIRT AND OTHER FOREIGN MATERIAL DURING CONSTRUCTION.

4. MATERIAL STORAGE SHALL BE THE CONTRACTOR'S RESPONSIBILITY. COORDINATE THE STORAGE OF

MATERIALS ON SITE PRIOR TO THEIR BEING PROCURED.

1.4 TESTING:

A. ALL PLUMBING SYSTEMS SHALL BE TESTED FOR CONTINUITY AND PROPER OPERATION BY TESTING

PROCEDURES AS PER THE AUTHORITY HAVING JURISDICTION, CODE, REGULATION OR STANDARD IN FORCE.

IF THERE ARE NO ESTABLISHED TESTING PROCEDURES IN FORCE, THEN TESTING SHALL BE SUCCESSFULLY

PERFORMED AS DESCRIBED BELOW.

B. DOMESTIC WATER PIPING: UPON COMPLETION OF A SECTION OR THE ENTIRE DOMESTIC WATER SYSTEM,

THE SYSTEM OR PORTION COMPLETED SHALL BE TESTED AND PROVED TIGHT UNDER A WATER PRESSURE

NOT LESS THAN 10 PERCENT IN EXCESS OF THE WORKING PRESSURE UNDER WHICH THE SYSTEM IS TO BE

USED OR, FOR PIPING SYSTEMS OTHER THAN PLASTIC, BY AN AIR TEST OF NOT LESS THAN 50 PSIG. THIS

PRESSURE TEST SHALL BE HELD FOR AT LEAST 15 MINUTES. THE WATER USED FOR TESTING SHALL BE

OBTAINED FROM A POTABLE SOURCE.

C. SANITARY DRAINAGE & VENT PIPING:

1. A WATER TEST SHALL BE PERFORMED ON THE DRAINAGE SYSTEM EITHER IN ITS ENTIRETY OR IN

SECTIONS. IF APPLIED TO THE ENTIRE SYSTEM, ALL OPENINGS IN THE PIPING SHALL BE TIGHTLY CLOSED,

EXCEPT THE HIGHEST OPENING, AND THE SYSTEM SHALL BE FILLED WITH WATER TO THE POINT OF

OVERFLOW. IF THE SYSTEM IS TESTED IN SECTIONS, EACH OPENING SHALL BE TIGHTLY PLUGGED EXCEPT

THE HIGHEST OPENINGS OF THE SECTION UNDER TEST, AND EACH SECTION SHALL BE FILLED WITH

WATER, BUT NO SECTION SHALL BE TESTED WITH LESS THAN A 10-FOOT HEAD OF WATER. IN TESTING

SUCCESSIVE SECTIONS, AT LEAST THE UPPER 10 FEET OF THE NEXT PRECEDING SECTION SHALL BE

TESTED SO THAT NO JOINT OR PIPE IN THE BUILDING SHALL HAVE BEEN SUBMITTED TO A TEST OF LESS

THAN A 10-FOOT HEAD OF WATER. THE PRESSURE SHALL BE HELD FOR AT LEAST 15 MINUTES. THE

SYSTEM SHALL THEN BE TIGHT AT ALL POINTS.

2. AN AIR TEST SHALL BE MADE BY FORCING AIR INTO THE SYSTEM UNTIL THERE IS A UNIFORM GAUGE

PRESSURE OF 5 PSIG OR SUFFICIENT TO BALANCE A 10-INCH COLUMN OF MERCURY. THE PRESSURE

SHALL BE HELD FOR AT LEAST 15 MINUTES. ANY ADJUSTMENTS TO THE TEST PRESSURE REQUIRED

BECAUSE OF CHANGES IN AMBIENT TEMPERATURE OR THE SEALING OF GASKETS SHALL BE MADE PRIOR

TO THE TEST PERIOD.

3. THE FINAL TEST OF THE COMPLETED DRAINAGE AND VENT SYSTEM SHALL BE MADE BY AIR TEST AFTER

THE FIXTURES ARE CONNECTED, WITH OR WITHOUT SMOKE OR PEPPERMINT AS FOLLOWS:

a. CLOSE ALL STACK OPENINGS.

b. APPLY AIR PRESSURE TO THE ENTIRE DRAINAGE AND VENT SYSTEM OR TO SECTIONS THEREOF

EQUIVALENT TO AT LEAST 1-FOOT WATER COLUMN

c. MAINTAIN THIS PRESSURE STARTING 15 MINUTES BEFORE BEGINNING INSPECTION

d. INDICATE THE SYSTEM TO BE AIR TIGHT AT ALL POINTS

D. ARRANGE AND COORDINATE TESTS WITH OWNER 48 HOURS IN ADVANCE. NOTIFY THE ARCHITECT AND

ENGINEER OF TEST DATE AND TIME.

E. DEFECTS DISCLOSED BY THE TESTS SHALL BE REPAIRED OR REPLACED. TESTS SHALL BE REPEATED AT THE

CONTRACTOR'S EXPENSE AS DIRECTED UNTIL ALL WORK IS PROVEN SATISFACTORY.

F. TAKE ALL PRECAUTIONS NECESSARY TO PREVENT DAMAGE TO THE BUILDING AND ITS CONTENTS AS A

RESULT OF SUCH TESTS. REPAIR ANY DAMAGE CAUSED.

1.5 DISINFECTION

A. ALL NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE PURGED OF DELETERIOUS MATTER AND

DISINFECTED PRIOR TO UTILIZATION. THE METHOD TO BE FOLLOWED SHALL BE THAT PRESCRIBED BY THE

AUTHORITY HAVING JURISDICTION, THE PROCEDURE DESCRIBED IN AWWA C651 OR C652, OR, IN THE

ABSENCE OF A PRESCRIBED METHOD, AS FOLLOWS:

1. THE PIPE SYSTEM SHALL BE FLUSHED WITH CLEAN, POTABLE WATER UNTIL DIRTY WATER DOES NOT

APPEAR AT THE POINT(S) OF OUTLET

2. THE SYSTEM OR PART(S) THEREOF SHALL BE FILLED WITH A WATER/CHLORINE SOLUTION CONTAINING

AT LEAST 50 PARTS PER MILLION OF CHLORINE AND ALLOWED TO STAND FOR 24 HOURS; OR

3. THE SYSTEM OR PART(S) THEREOF SHALL BE FILLED WITH A WATER/CHLORINE SOLUTION CONTAINING

AT LEAST 200 PARTS PER MILLION OF CHLORINE AND ALLOWED TO STAND FOR 3 HOURS.

4. FOLLOWING THE REQUIRED STANDING TIME, THE SYSTEM SHALL BE FLUSHED WITH CLEAN POTABLE

WATER UNTIL THE CHLORINE IS PURGED FROM THE SYSTEM.

PART 1 - GENERAL

A. FURNISH AND INSTALL ELECTRIC WATER HEATER(S), ASSESSORS AND APPURTENANCES AS REQUIRED TO

PROVIDE DOMESTIC HOT WATER SUPPLY TO ALL ITEMS/ELEMENTS INDICATED ON PLANS, AND TO ANY AND

ALL OTHER POINTS REQUIRING SAME. THE ASSEMBLY SHALL INCLUDE ALL COMPONENTS NECESSARY FOR

AUTOMATICALLY MAINTAINING CONSTANT WATER TEMPERATURE SUPPLY.

B. WATER HEATERS MUST COMPLY WITH ALL REQUIREMENTS OF THE APPLICABLE ENERGY CONSERVATION CODE.

PART 2 - PRODUCTS

A. GLASS LINED TANK SHALL BE INSULATED WITH VERMIN-PROOF CLASS FIBER INSULATION AND THE OUTER

STEEL JACKET SHALL HAVE A BAKED ENAMEL FINISH OVER A BONDERIZED UNDER COATING.

B. HEATER SHALL HAVE A WORKING PRESSURE OF 150 PSIG.

C. WATER HEATER SHALL HAVE AN EXTRUDED MAGNESIUM ANODE ROD SUPPORTED FOR CATHODIC

PROTECTION.

D. HEATER SHALL HAVE A THREE YEAR LIMITED WARRANTY AGAINST CORROSION.

E. WATER HEATER BY A.O. SMITH, RHEEM, BRADFORD WHITE, RUUD, STATE, OR LOCHINVAR OF THE SAME TYPE

AND CAPACITY AND SIZE MAY BE FURNISHED AT THE CONTRACTOR'S OPTION.

F. THERMAL EXPANSION TANKS SHALL BE SIMILAR TO AMTROL INC. ST EXTROL SERIES, CAPACITIES AS INDICATED

ON PLANS. FURNISH WITH STEEL SHELL, RIGID POLYPROPYLENE LINER AND HEAVY DUTY RUBBER DIAPHRAGM.

LINER AND DIAPHRAGM MECHANICALLY BONDED TO SHELL TO FORM A SEPARATE AIR CHAMBER AND

NON-CORROSIVE WATER RESERVOIR. AIR CHAMBER IS PRE-CHARGED TO 55 PSIG, AND PROVIDE WITH A

STANDARD AIR VALVE FITTING. TANKS TO BE ASME LISTED CONSTRUCTION WHEN HEATER INPUT IS 200,000

BTUH OR GREATER.

G. ALL WATER HEATERS THAT DO NOT INCLUDE AS AN INTEGRAL LISTED/APPROVED ANTI-SIPHON DEVICE IN

ACCORDANCE WITH ANSI STANDARDS SHALL HAVE A VACUUM RELIEF VALVE INSTALLED IN COLD WATER

SUPPLY PIPING TO THE HEATER PER INSPECTION/APPROVAL AUTHORITIES REQUIREMENTS. RELIEF VALVE TO BE

SIMILAR TO WATTS MODEL NO. N36.

PART 3 - EXECUTION

A. INSTALL WATER HEATER, PIPING AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER.

B. INSTALL ASME RATED TEMPERATURE-PRESSURE RELIEF VALVES AS REQUIRED AND/OR AS INDICATED ON THE

PLANS. VALVE SETTING 210°F AND 125 PSIG. EXTEND DISCHARGE PIPE FULL SIZE TO APPROVED DRAIN

LOCATION.

C. SET HOT WATER SUPPLY WATER TEMPERATURE AS INDICATED ON THE PLANS.

SECTION 220916 - PLUMBING PIPING

PART 1 - GENERAL

A. SUPPORT ALL PIPING FROM BUILDING CONSTRUCTION BY PROVIDING INSERTS, BEAM CLAMPS, STEEL

FISHPLATES (IN CONCRETE FILL ONLY), AND ACCEPTABLE BRACKETS. SUBMIT ALL METHODS FOR REVIEW.

B. PROVIDE TRAPEZE HANGERS OF BOLTED ANGLES OR CHANNELS FOR GROUPED LINES AND SERVICES.

C. PROVIDE ADDITIONAL FRAMING WHERE BUILDING CONSTRUCTION IS INADEQUATE. SUBMIT FOR REVIEW.

D. SUSPENDED HORIZONTAL PIPING:

1. SUPPORT ALL PIPING INDEPENDENTLY FROM STRUCTURE USING HEAVY IRON-HINGED TYPE HANGERS,

SIMILAR TO GRINNELL CLEVIS NO. 260.

2. PROVIDE ELECTROPLATED SOLID-BAND HANGERS SIMILAR TO AUTO-GRIP, FOR TWO-INCH AND SMALLER

PIPE.

3. PROVIDE WALL BRACKETS FOR WALL-SUPPORTED PIPING, AND PROVIDE PIPE SADDLES FOR

FLOOR-MOUNTED PIPING.

4. PROVIDE SUPPORTS WITH COPPER LINING FOR UNINSULATED COPPER PIPING.

5. SUSPEND PIPING FROM INSERTS, USING BEAM CLAMPS WITH RETAINING CLAMP OR LOCKNUT, STEEL FISH

PLATES, CANTILEVER BRACKETS OR OTHER ACCEPTED MEANS. BEAM CLAMPS SHALL BE SIMILAR TO

GRINNELL FIGURES 61, 87, 131, OR 225.

6. SUSPEND PIPING BY RODS WITH DOUBLE NUTS.

7. PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED AND ACCEPTED WHERE OVERHEAD CONSTRUCTION

DOES NOT PERMIT FASTENING HANGER RODS IN REQUIRED LOCATIONS.

E. PROVIDE 180 DEGREE ARC GALVANIZED METAL COVERING SHIELDS ON HANGERS FOR INSULATED PIPING

WITHOUT INCOMPRESSIBLE INSULATING BLOCK IN INSULATION AT HANGERS.

F. MAXIMUM SPACING FOR HORIZONTAL PIPING:

1. CAST IRON PIPING: EVERY 5 FEET

2. COPPER OR COPPER-ALLOY TUBING 1-1/4" AND SMALLER: EVERY 6 FEET

3. COPPER OR COPPER-ALLOY TUBING 1-1/2" AND LARGER: EVERY 10 FEET

4. BLACK STEEL PIPING: EVERY 12 FEET

5. PVC PIPING: EVERY 4 FEET

6. ALL PIPING: AT EVERY FITTING, JOINT AND HORIZONTAL CHANGE OF DIRECTION

G. VERTICAL PIPING:

1. PROVIDE EXTENSION PIPE CLAMPS BOLTED TO BARE PIPE ON EACH SIDE AND BEARING EQUALLY ON

STRUCTURE OR WELDED TO BEAM.

H. EXPANSION ANCHORS:

1. PROVIDE SMOOTH WALL, NON-SELF-DRILLING INTERNAL PLUG EXPANSION TYPE ANCHORS

CONSTRUCTED OF AISC 12L14 STEEL AND ZINC PLATED IN ACCORDANCE WITH FED. SPEC. QQ-A-325 TYPE

1, CLASS 3.

2. DO NOT EXCEED 1/4 OR AVERAGE VALVES FOR A SPECIFIC ANCHOR SIZE USING 2000 PSIG (13,800 KPA)

CONCRETE ONLY, FOR MAXIMUM WORKING LOADS.

3. PROVIDE SPACING AND INSTALL ANCHORS IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS.

4. EXPANSION ANCHORS SHALL BE UL LISTED AND SIMILAR TO HILTI HDI.

SECTION 221529 - PIPING SUPPORTS

SECTION 224500 - PLUMBING FIXTURES

SECTION 223400 - ELECTRIC WATER HEATER

SECTION 221119 - PIPING INSULATION

PART 1 - GENERAL

A. ALL INSULATION (INCLUDING JACKETS, FACINGS AND ADHESIVES) SHALL HAVE COMPOSITE FIRE AND SMOKE

HAZARD RATINGS AS TESTED BY PROCEDURES LISTED IN ASTM E-84, NFPA 255 AND UL 273 NOT EXCEEDING A

FLAME SPREAD OF 25 AND A SMOKE DEVELOPED OF 50.

PART 2 - PIPE INSULATION

A. MOLDED FIBERGLASS (ASTM A537 TYPE I - TUBULAR GRADE I, ASTM E84), VAPOR RETARDANT JACKET (ASTM

C1136), THICKNESS: 1 INCH (DOMESTIC COLD WATER, DOMESTIC HOT WATER SUPPLY & RETURN) OR 1/2 INCH

(ALL SANITARY VENT PIPING WITHIN 10 FEET OF A ROOF OR WALL PENETRATION AND ALL HORIZONTAL FOG &

STORM DRAINAGE PIPING ABOVE GRADE), MANUFACTURERS: JOHNS MANVILLE, CERTAINTEED, KNAUF OR

OWENS CORNING.

B. MOLDED CLOSED-CELL ELASTOMERIC FOAM (ASTM C534 TYPE I), 1/2 INCH THICKNESS FOR ALL DOMESTIC

WATER AND ALL SANITARY VENT PIPING WITHIN 10 FEET OF A ROOF OR WALL PENETRATION, ALL HORIZONTAL

FOG & STORM DRAINAGE PIPING ABOVE GRADE), MANUFACTURERS: AP ARMAFLEX OR RUBATEX.

C. PROVIDE CLOSED-CELL ELASTOMERIC FOAM INSULATION ON ALL DOMESTIC COLD WATER PIPING BELOW

GRADE SERVING FLOOR DRAIN TRAP PRIMER CONNECTIONS.

D. PROVIDE PVC SHIELDED PREMOLDED FIBERGLASS INSULATION FITTINGS ON ALL VALVES AND PIPE FITTINGS.

E.P.

EF-1

9

8/8

6"Ø

14/14

18/16

D1-10"Ø

250

(TYP OF 8)

D3

200

(TYP OF 3)

FC-212

18/16

SD 3

12"Ø

14/14

5

4

6

G1

125

G1

125

D2-6"Ø

60

D2-6"Ø

60

G3

1200

10"Ø

1

D3

140

1

D3

125

1

D3

125

1

12"Ø16"Ø

8"Ø

10"Ø

T

2

FC-1

T

2

FC-2

7

G2

2000

14"Ø

10

11

M

(E)CWS

(E)CWR

(E)HWS

(E)HWR

14

13

12

CW

S

CW

R

HW

S

HW

R

FC-1 4

2"

1"

1"

1"

1-1/4"


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M1-1

HVAC

FLOOR PLAN

1/4" = 1'-0"

1

HVAC - FLOOR PLAN

1/4" = 1'-0"

HVAC LEGEND

TURNING VANES

THERMOSTAT

BACKDRAFT DAMPER

SMOKE ANNUNCIATOR

SPIN IN VOLUME DAMPER

RETURN DUCT TAP WITH DAMPER

SMOKE DETECTOR

GENERAL NOTES

1. ALL WORK DESCRIBED WITHIN THIS SET OF DOCUMENTS SHALL BE PERFORMED TO MEET THE REQUIREMENTS

OF CODE CURRENTLY ADOPTED BY AUTHORITY HAVING JURISDICTION. THIS SHALL NOT BE LIMITED TO THE

MECHANICAL CODE, BUT TO ALL APPLICABLE CODES SUCH AS THE BUILDING CODE, FUEL GAS CODE, NFPA, ETC.

2. DRAWINGS ARE SCHEMATIC IN NATURE AND GRAPHICALLY REPRESENT THE INTENT OF HVAC SYSTEM

INSTALLATION. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE AND

OPERATIONAL HVAC SYSTEM TO MEET THIS INTENT WHETHER INDICATED ON THE DRAWINGS OR OTHERWISE.

3. MECHANICAL CONTRACTOR SHALL COORDINATE WITH EXISTING CONDITIONS AND OTHER TRADES BEFORE

INSTALLING DUCTWORK AND EQUIPMENT. CHANGES INCURRED FROM FAILURE TO COORDINATE WITH THESE

CONDITIONS SHALL BE AT THE MECHANICAL CONTRACTOR'S EXPENSE.

4. COORDINATE EXACT LOCATION OF DIFFUSERS, GRILLES, AND REGISTERS WITH THE ARCHITECTURAL REFLECTED

CEILING PLANS, SMOKE DETECTORS, SPRINKLERS, LIGHTS, SPEAKERS, ELECTRICAL DEVICES, ETC.

5. ALL SHEET METAL SHALL BE CONSTRUCTED BASED ON THE REQUIREMENTS OF THE SMACNA "HVAC DUCT

CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" MANUAL.

6. DUCTWORK DIMENSIONS NOTED ON PLAN INDICATE INSIDE CLEAR OPENING REQUIRED.

7. UNLESS NOTED OTHERWISE, BRANCH DUCT TO DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK.

FLEXIBLE DUCT CONNECTION TO THE DIFFUSER SHALL BE LIMITED TO NO MORE THAN 5 FEET IN LENGTH.

8. INSULATE ALL SUPPLY DUCTWORK LOCATED IN CONCEALED SPACES AS SPECIFIED.

9. PERFORM A COMPLETE AIRFLOW BALANCE FOR ALL EQUIPMENT THAT IS SHOWN, SCHEDULED, OR OTHERWISE

IDENTIFIED UPON COMPLETION OF CONSTRUCTION. WHERE NEW CFM VALUES ARE NOT INDICATED, SYSTEM

SHALL BE BALANCED TO MATCH PREVIOUS VALUES.

#

CODED NOTES:

1. MOUNT DIFFUSER AT A 15° ANGLE FROM HORIZONTAL AND BALANCE AIR SCOOP TO CFM

INDICATED.

2. PROVIDE LED TOUCHSCREEN THERMOSTAT (SIMILAR TO HONEYWELL TH8320R1003) WITH

PROGRAMMABLE LOCKING CONTROLS WITH 24/7 CAPABLE CONTROL AND MINIMUM 5°F

DEADBAND. MOUNT AT 48" ABOVE FINISHED FLOOR. THERMOSTAT SHALL BE PROGRAMMED TO

RUN THE FAN CONTINUOUSLY WHILE THE STUDIO IS OCCUPIED, AND SHALL BE SET TO 'AUTO'

MODE WHEN THE STUDIO IS UNOCCUPIED.COORDINATE EXACT LOCATION WITH LIGHT SWITCHES.

3. INSTALL DUCT MOUNTED SMOKE DETECTOR (PROVIDED BY EC) IN RETURN AIR DUCT. DETECTOR

SHALL BE TIED INTO BUILDING FIRE ALARM SYSTEM BY EC ANS SHALL SHUT DOWN THE FAN COIL

UPON DETECTION OF SMOKE.

4. FINAL CONNECTION TO DRYER BY TENANT.

5. PROVIDE 4"Ø DRYER EXHAUST DUCT (MINIMUM 26 GAGE) WITH NO SCREWS OR SIMILAR

FASTENERS PROTRUDING INTO THE INSIDE OF DUCT UP TO THE ROOF. DUCT SHALL BE SUPPORTED

AT 4' INTERVALS AND SHALL HAVE AN EQUIVALENT LENGTH OF NO LONGER THAN 35'.

6. TERMINATE DRYER EXHAUST VENT AT ROOF WITH DRYERJACK 486U. PROVIDE WITH 12" TALL ROOF

CURB AT SAME DIMENSION OF VENT. VENT SHALL BE A MINIMUM 36" FROM ANY EXTERIOR

OPENING.

7. MOUNT BOTTOM OF DUCTWORK AT 11'-6" AFF.

8. MOUNT GRILLE TIGHT TO UNDERSIDE OF STRUCTURE.

9. EXHAUST FAN TO BE WIRED THROUGH TIMECLOCK.

10. BALANCE VOLUME DAMPER FOR RESPECTIVE FAN COIL TO OA CFM INDICATED ON SCHEDULE.

11. ROUTE 14" OA DUCT UP THROUGH ROOF AND TERMINATE WITH GOOSENECK AND 1/2" X 1/2"

BIRDSCREEN. MAINTAIN A MINIMUM OF 10' FROM EXHAUST. PROVIDE 24V MOTORIZED DAMPER IN

OA DUCT. DAMPER SHALL BE WIRED THROUGH TIMECLOCK AND SHALL OPEN WHEN THE STUDIO IS

OCCUPIED AND SHALL REMAIN CLOSE WHEN THE STUDIO IS UNOCCUPIED.

12. INSTALL 4-PIPE FANE COIL HUNG FROM THE STRUCTURE WITH SPRING ISOLATORS. CONNECT

PIPING TO FAN COIL PER DETAIL ON THIS SHEET.

13. ROUTE 3/4" PVC CONDENSATE TO MOP SINK SLOPED AT 1/8" PER FOOT. PROVIDE MINIMUM 2" AIR

GAP AT MOP SINK.

14. CONNECT TO EXISTING CW/HW PIPING FIELD VERIFY EXACT SIZE, LOCATION AND DIRECTION OF

FLOW.

T

BD

A

SD

COMBINED THERMOSTAT/HUMIDISTATTH

M1-2

HVAC

SPECIFICATIONS

& SCHEDULES


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DIVISION 23 - HVAC SPECIFICATIONS

SECTION 230055 - COMMON PIPING REQUIREMENTS

PART 1 - GENERAL

A. COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE AND THE LOCAL AHJ.

PART 2 - PRODUCTS

2.1 SUPPORTING DEVICES

A. HANGER AND PIPE ATTACHMENTS: FACTORY FABRICATED WITH GALVANIZED COATINGS;

B. BUILDING ATTACHMENTS: POWDER ACTUATED TYPE, DRIVE PIN ATTACHMENTS WITH PULLOUT AND SHEAR

CAPACITIES APPROPRIATE FOR SUPPORTED LOADS AND BUILDING MATERIALS; UL LISTING AND FM APPROVAL

FOR FIRE PROTECTION SYSTEMS.

C. MECHANICAL ANCHOR FASTENERS: INSERT-TYPE ATTACHMENTS WITH PULLOUT AND SHEAR CAPACITIES

APPROPRIATE FOR SUPPORTED LOADS AND BUILDING MATERIALS; UL LISTING AND FM APPROVAL FOR FIRE

PROTECTION SYSTEMS.

PART 3 - EXECUTION

3.1 INSTALLATION

A. INSTALL PIPING FREE OF SAGS AND BENDS

B. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS.

C. INSTALL SLEEVES FOR PIPES PASSING THROUGH CONCRETE AND MASONRY WALLS, GYPSUM BOARD

PARTITIONS, AND CONCRETE FLOOR AND ROOF SLABS.

D. EXTERIOR WALL, PIPE PENETRATIONS: MECHANICAL SLEEVE SEALS INSTALLED IN STEEL OR CAST IRON PIPES

FOR WALL SLEEVES.

E. INSTALL UNIONS ADJACENT TO EACH VALVE AND AT FINAL EQUIPMENT CONNECTION.

F. INSTALL DIELECTRIC UNIONS, COUPLINGS, NIPPLE FITTINGS, AND FLANGES TO CONNECT PIPING MATERIALS

OF DISSIMILAR METALS IN GAS AND/OR WATER PIPING.

G. PROVIDE FULL RING ESCUTCHEONS AT PIPING PENETRATIONS THROUGH WALLS OR CEILINGS. TIGHTLY SEAL

ESCUTCHEONS TO THE ADJACENT SURFACE.

3.2 HANGERS AND SUPPORTS

A. INSTALL BUILDING ATTACHMENTS WITHIN CONCRETE OR TO STRUCTURAL STEEL. INSTALL ADDITIONAL

ATTACHMENTS AT CONCENTRATED LOADS, INCLUDING VALVES, FLANGES, GUIDES, STRAINERS, EXPANSION

JOINTS, AND AT CHANGES IN DIRECTION OF PIPING.

B. SUPPORT FIRE PROTECTION SYSTEM PIPING INDEPENDENT OF OTHER PIPING.

C. LOAD DISTRIBUTION: INSTALL HANGERS AND SUPPORTS SO PIPING LIVE AND DEAD LOADING AND STRESSES

FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT.

D. ALL DUCTWORK TO BE SEISMICALLY BRACED PER THE REQUIREMENTS OF SMACNA SEISMIC RESTRAINT

MANUAL.

SECTION 233423 - EXHAUST FANS

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. PRODUCTS SHALL BE LICENSED TO USE THE AMCA-CERTIFIED RATINGS SEAL.

B. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, BY A

QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION.

C. FAN WHEELS: ALUMINUM HUB AND WHEEL WITH BACKWARD-INCLINED BLADES.

D. BELT-DRIVEN DRIVE ASSEMBLY: RESILIENTLY MOUNTED TO HOUSING.

1. FAN SHAFT: TURNED, GROUND, AND POLISHED STEEL; KEYED TO WHEEL HUB.

2. SHAFT BEARINGS: PERMANENTLY LUBRICATED, PERMANENTLY SEALED, SELF-ALIGNING BALL BEARINGS.

3. PULLEYS: CAST-IRON, ADJUSTABLE-PITCH MOTOR PULLEY.

4. FAN AND MOTOR ISOLATED FROM EXHAUST AIRSTREAM.

D. ACCESSORIES:

1. DISCONNECT SWITCH: NON-FUSIBLE TYPE, WITH THERMAL-OVERLOAD PROTECTION, FACTORY WIRED

THROUGH AN INTERNAL ALUMINUM CONDUIT.

2. DAMPERS: COUNTERBALANCED, PARALLEL-BLADE, BACKDRAFT DAMPERS MOUNTED IN CURB BASE;

FACTORY SET TO CLOSE WHEN FAN STOPS.

2.3 MOTORS

E. COMPLY WITH NEMA DESIGNATION, TEMPERATURE RATING, SERVICE FACTOR, ENCLOSURE TYPE, AND

EFFICIENCY REQUIREMENTS FOR MOTORS.

1. MOTOR SIZES: MINIMUM SIZE AS INDICATED. IF NOT INDICATED, LARGE ENOUGH SO DRIVEN LOAD WILL

NOT REQUIRE MOTOR TO OPERATE IN SERVICE FACTOR RANGE ABOVE 1.0.

F. ENCLOSURE TYPE: TOTALLY ENCLOSED, FAN COOLED.

PART 3 - EXECUTION

3.1 INSTALLATION

A. INSTALL UNITS WITH CLEARANCES FOR SERVICE AND MAINTENANCE.

B. ROOF-MOUNTED UNITS: INSTALL ROOF CURB ON ROOF STRUCTURE, ACCORDING TO ARI GUIDELINE B.

INSTALL AND SECURE ROOF-MOUNTED FANS ON CURBS, AND COORDINATE ROOF PENETRATIONS AND

FLASHING WITH ROOF CONSTRUCTION.

SECTION 233113 - DUCTWORK AND ACCESSORIES

PART 2 - PRODUCTS

2.1 DUCTS

A. SPIRAL DUCT: SPIRAL LOCK SEAM, WITHOUT INSULATION, G90 GALVANIZED FINISH, ASTM A-653/924

1. FITTINGS: FACTORY PRODUCED STANDING SEAM CONSTRUCTION WITH INTERNAL SEALING. FITTINGS

WITH A MAJOR AXIS OF 36" OR SMALLER SHALL BE 20 GAUGE. FITTINGS WITH A MAJOR AXIS OF 37"-48"

SHALL BE 18 GAUGE.

B. GALVANIZED STEEL SHEET: FORMING STEEL, ASTM A 653/653M, G90 COATING DESIGNATION.

C. DUCT INSULATION: FLEXIBLE FIBERGLASS DUCT WRAP LAMINATED TO FOIL-REINFORCED KRAFT VAPOR

MEMBRANE FACING WITH 2 INCH STAPLING FLANGE. 1.5 PCF DENSITY WITH THERMAL CONDUCTIVITY

(K-VALUE) NOT GREATER THAN 0.27 AT 75 DEGREES F. VAPOR MEMBRANE SHALL BE LESS THAN 0.09 PERMS.

D. ADHESIVE: ASTM C 916, TYPE I.

F. MECHANICAL FASTENERS: GALVANIZED STEEL PIN.

G. JOINT AND SEAM TAPE: COMPLY WITH UL181, UL181A, AND UL181B.

H. JOINT AND SEAM SEALANT: COMPLY WITH UL181, UL181A, AND UL181B, AND ASTM C731.

I. RECTANGULAR METAL DUCT FABRICATION: COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTION

STANDARD" FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS, AND JOINT

TYPES AND INTERVALS.

2.2 ACCESSORIES

A. VOLUME-CONTROL DAMPERS: FACTORY FABRICATED VOLUME CONTROL DAMPERS, COMPLETE WITH

REQUIRED HARDWARE AND ACCESSORIES. SINGLE BLADE AND MULTIPLE OPPOSED BLADE, STANDARD

LEAKAGE RATING, AND SUITABLE FOR HORIZONTAL OR VERTICAL APPLICATIONS.

B. FLEXIBLE CONNECTORS: FLAME RETARDANT OR NONCOMBUSTIBLE FABRICS, COATINGS, AND ADHESIVES

COMPLYING WITH UL 181, CLASS 1.

C. FLEXIBLE DUCTS: FACTORY FABRICATED, INSULATED, ROUND DUCT, WITH AN OUTER JACKET ENCLOSING 1-1/2

INCH (38 MM) THICK, GLASS FIBER INSULATION, R-VALUE: 4.3, AROUND A CONTINUOUS INNER LINER.

PART 3 - EXECUTION

3.1 INSTALLATION

A. DUCT SYSTEM PRESSURE CLASS: CONSTRUCT AND INSTALL EACH DUCT SYSTEM WITH 2 INCH POSITIVE AND

NEGATIVE DUCT PRESSURE CLASSIFICATIONS.

B. CONCEAL DUCTS FROM VIEW IN FINISHED AND OCCUPIED SPACES. EXCEPT WHERE NOTED AS EXPOSED.

C. AVOID PASSING THROUGH ELECTRICAL EQUIPMENT SPACES AND ENCLOSURES.

D. SUPPORT AND CONNECT METAL DUCTS ACCORDING TO SMACNA'S "HVAC DUCT CONSTRUCTION STANDARD".

E. INSTALL DUCT ACCESSORIES ACCORDING TO APPLICABLE PORTIONS OF DETAILS OF CONSTRUCTION AS

SHOWN IN SMACNA STANDARDS.

F. INSTALL 1-1/2" THICK INSULATION WRAP ON ALL DUCTWORK THAT IS NOT EXPOSED.

G. PROVIDE SADDLE TAPS AT TEES FOR EXPOSED DUCTWORK.

3.2 TESTING, ADJUSTING, AND BALANCING

A. THE OWNER SHALL SUPPLY AN INDEPENDENT BALANCE AGENT TO TO BALANCE AND ADJUST THE HVAC

INSTALLATION THE BALANCE AGENT WILL BE RESPONSIBLE FOR ANY PULLEY OR BELT CHANGES REQUIRED.

B. THE GENERAL CONTRACTOR IS TO HAVE TRAINED STAFF AVAILABLE DURING THE BALANCING TO CORRECT

ISSUES NOTED BY THE BALANCE AGENT.

C. THE BALANCE AGENT IS TO BALANCE AIRFLOW WITHIN DISTRIBUTION SYSTEMS, INCLUDING SUBMAINS,

BRANCHES, AND TERMINALS TO INDICATED QUANTITIES +/- 10%. THE HOOD EXHAUST SYSTEM SHALL BE

BALANCED TO A TOLERANCE OF -0+10% AND THE MAKE-UP AIR SYSTEM TO A TOLERANCE OF -10+0%.

D. THE BALANCE AGENT IS TO SUPPLY A COPY OF THE BALANCE REPORT TO THE OWNER, ENGINEER AND

GENERAL CONTRACTOR FOR REVIEW.

A-9

X1

X2

L2L2L2L2

L2 L2 L2 L2

J

1

CF1

J

1

CF1

J

1

CF1

TR1

L1L1L1L1L1L1L1

TR1

A-8

L1L1

TR2

L1L1

TR2

TR1

L1L1L1L1L1L1L1

TR1

L1L1

L1

TR3

TR1

L1

L1

L1

L1

TR1

L1

L1

L1

L1

L1

L1

L1

TR3

TR1

L1

L1

L1

L1

TR1

L1

L1

L1

L1

L3 L3

L3

L3 L3 L3

L3

L9L9L9

L7

L5L5

L5L5

L8 L8 L8 L8

A-6

A-4

OCC OCC

A-2

OCC

L1

L1

L1

L1

TR1

A-3

A-1

L6

X1

X2

X1

X2 X2

2


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E1-1

LIGHTING

FLOOR PLAN

1/4" = 1'-0"

1

LIGHTING - FLOOR PLAN

1/4" = 1'-0"

GENERAL NOTES

1. ALL WORK DESCRIBED WITHIN THIS SET OF DOCUMENTS SHALL BE PERFORMED TO MEET THE

REQUIREMENTS OF CODE CURRENTLY ADOPTED BY AUTHORITY HAVING JURISDICTION. THIS SHALL

NOT BE LIMITED TO THE NATIONAL ELECTRICAL CODE, BUT TO ALL APPLICABLE CODES SUCH AS THE

BUILDING CODE, FUEL GAS CODE, NFPA, ETC.

2. DRAWINGS ARE SCHEMATIC IN NATURE AND GRAPHICALLY REPRESENT THE INTENT OF ELECTRICAL

SYSTEM INSTALLATION. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A

COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM TO MEET THIS INTENT WHETHER INDICATED ON

THE DRAWINGS OR OTHERWISE.

3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH EXISTING CONDITIONS AND OTHER TRADES

BEFORE INSTALLING DUCTWORK AND EQUIPMENT. CHANGES INCURRED FROM FAILURE TO

COORDINATE WITH THESE CONDITIONS SHALL BE AT THE ELECTRICAL CONTRACTOR'S EXPENSE.

4. ALL EGRESS/EMERGENCY LIGHTING SHALL BE CONNECTED TO LOCAL LIGHTING CIRCUIT AHEAD OF

SWITCHING.

5. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR MOUNTING HEIGHTS.

1. DEMOLISH ALL EXISTING LIGHTING THROUGHOUT THE FIRST FLOOR AND MEZZANINE AND ALL

ASSOCIATED WIRING AND CONDUIT.

2. PROVIDE LIGHTING CONTROL PANEL SIMILAR TO WATTSTOPPER LP8S-8-115 (OR CRESTRON

APPROVED EQUAL) FOR AUTOMATIC CONTROL OF LIGHT FIXTURES. COORDINATE HOURS OF

OPERATIONS WITH OWNER.

#

CODED NOTES:

ELECTRICAL LEGEND

JUNCTION BOX

DISCONNECT

3PH MOTOR

DUPLEX RECEPTACLE

DOUBLE DUPLEX RECEPTACLE

DATA/TELEPHONE OUTLET

J

M

FLOOR MOUNTED RECEPTACLE

STOREFRONT RECEPTACLE

PULL STATION (MOUNT AT 44" AFF)

HORN/STROBE DEVICE (MOUNT AT 80" AFF)

DUPLEX RECEPTACLE MTD AT 42" AFF

ELECTRICAL ABBREVIATIONS

DEMOLISHED

GROUND FAULT INTERRUPTER

WEATHERPROOF

DOMESTIC WATER HEATER

ROOFTOP UNIT

(D)

GFI

WP

DWH

RTU

EXHAUST FANEF

OCCUPANCY SENSOROC

EXISTING TO REMAIN(E)

LIGHTING SYMBOLS

SINGLE POLE SWITCH

THREE WAY SWITCH

0-10V DIMMER. COORDINATE TYPE PER MANUFACTURER RECOMMENDATIONS

VACANCY SENSOR, CEILING MTD. DUAL TECHNOLOGY.

OCCUPANCY SENSOR, CEILING MTD. DUAL TECHNOLOGY.

D

OS

3W

NOTES:

1. STRAIGHT LINES BETWEEN LIGHT FIXTURES INDICATE LIGHTS THAT ARE SWITCHED TOGETHER.

2. ARCED LINES BETWEEN LIGHT FIXTURES INDICATE LIGHTS THAT ARE CIRCUITED TOGETHER.

VS

OCCUPANCY SENSOR

OC

C

2

(E) PANEL A

4

A-12

J

A-10

3

J

A-19

11

7

J

A-11,13

DWH-1

A-15,17

8

A-23

60"

A-24

A-18

1

A-20

A-22

13

J

J

20"

48"

A14,16

5

6

42"-GFI

A-21

42"-GFI

60"

EF-1

FC-2

FC-1

A-26

A-38,40,42

A-37,39,41

9

A-5

12

14(TYP)

A-28

E1-2

POWER

FLOOR PLAN

1/4" = 1'-0"

1

POWER - FLOOR PLAN

1/4" = 1'-0"


ISSUE DATE:

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1. PROVIDE 2' X 2' X 3/4" FIRE RETARDANT PLYWOOD BACKBOARD. RUN #6 G TO BUILDING GROUND.

COORDINATE LOCATION WITH CM PRIOR TO INSTALLATION.

2. PROVIDE JB AND EMPTY 3/4" CONDUIT WITH PULLSTRING IN WALL TO ABOVE ACCESSIBLE CEILING

AND STUB FOR DATA CABLES. (FACEPLATE AND CABLING BY OTHERS).

3. PROVIDE TAMPER RESISTANT RECEPTACLE.

4. PROVIDE DUPLEX RECEPTACLE AND JB MOUNTED AT 60" FOR OWNER FURNISHED TELEVISION. PULL

1/2" EMPTY CONDUIT WITH PULLSTRING FROM JB TO ABOVE ACCESSIBLE CEILING AND STUB.

5. PROVIDE VOLUME CONTROL JB, DOUBLE DUPLEX RECEPTACLE , AND DATA JB BOTH ABOVE AND

BELOW COUNTER AT HEIGHTS INDICATED. COORDINATE WITH OWNER-REP.

6. PROVIDE 1/2" CONDUIT WITH PULLSTRING FROM DATA JB AND VOLUME CONTROL JB ABOVE

COUNTER TO RESPECTIVE JUNCTION BOX BELOW COUNTER. PROVIDE 1/2" EMPTY CONDUIT WITH

PULLSTRING FROM BOTH JB ABOVE COUNTER TO ABOVE ACCESSIBLE CEILING AND STUB.

7. PROVIDE JB AT 30" FOR EWC-1. MAKE FINAL CONNECTION.

8. DWH-1: 4.0 KW. 208V/1PH. PROVIDE (3) #10, #10G IN 3/4" CONDUIT FROM NEW 25A/2P HACR

BREAKER IN LOCAL PANEL THROUGH 30A/2P NON-FUSED DISCONNECT TO UNIT. MAKE FINAL

CONNECTION.

9. PROVIDE DUPLEX RECEPTACLE AT 113" FOR OWNER FURNISHED SONOS SYSTEM. COORDINATE EXACT

REQUIREMENTS WITH OWNER AND AUDIO VENDER PRIOR TO CONSTRUCTION.

10. EF-1: FRACTIONAL HP. 120V/1PH. PROVIDE (2) #12, #12G IN 3/4" CONDUIT FROM NEW 20A/1P HACR

BREAKER IN LOCAL PANEL THROUGH FACTORY SUPPLIED DISCONNECT TO UNIT. MAKE FINAL

CONNECTION. ROUTE THROUGH TIMECLOCK IN STORAGE ROOM.

11. LL PROVIDED JB WITH 3/4" CONDUIT FOR EXTERIOR SIGNAGE. PULL WIRE THROUGH EXISTING

CONDUIT AND MAKE FINAL CONNECTION TO TENANT SIGN. WIRE THROUGH TIMECLOCK.

COORDINATE EXACT LOCATION WITH LL AND TENANT.

12. EXISTING LL PROVIDED 120/208V, 3 PHASE ELECTRICAL PANEL.

13. PROVIDE NEW 7-DAY PROGRAMMABLE TIMECLOCK SIMILAR TO INTERMATIC ET1725C ABOVE

ELECTRICAL PANEL. WIRE TIMECLOCK THROUGH NORTH FACING, ROOF MOUNTED PHOTOCELL

SIMILAR TO INTERMATIC K4121C COORDINATE HOURS OF OPERATION WITH CM PRIOR TO

INSTALLATION.

14. PROVIDE NEW FIRE ALARM DEVICE AND INTEGRATE INTO BUILDING FIRE ALARM SYSTEM.

#

CODED NOTES:

E1-3

ELECTRICAL

SPECIFICATIONS

1/4" = 1'-0"


ISSUE DATE:

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SHEET TITLE:

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Date

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DIVISION 26 - ELECTRICAL SPECIFICATIONS

SECTION 260000 - GENERAL REQUIREMENTS

PART 1 - GENERAL

1.1. THE GENERAL PROVISIONS OF THE CONTRACT INCLUDING THE GENERAL AND SUPPLEMENTAL CONDITIONS

AND GENERAL REQUIREMENTS APPLY TO THE WORK IN THIS SECTION. BEFORE SUBMITTING A BID, EXAMINE

DOCUMENTS OF ALL OTHER TRADES, VISIT THE SITE AND GET ACQUAINTED WITH ALL CONDITIONS THAT

MAY IN ANY WAY WHATSOEVER AFFECT THE EXECUTION OF THIS CONTRACT. TAKE MEASUREMENTS AND BE

RESPONSIBLE FOR EXACT SIZE AND LOCATIONS OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF

WORK. FIGURED DIMENSIONS ARE REASONABLY ACCURATE AND SHOULD GOVERN IN SETTING OUT WORK.

WHERE DETAILED METHOD OF INSTALLATION IS NOT INDICATED OR WHERE VARIATIONS EXIST BETWEEN

DESCRIBED WORK AND APPROVED PRACTICE, DIRECTION OF THE OWNERS REPRESENTATIVE ON JOB SITE

SHALL BE FOLLOWED.

1.2. THE GENERAL PROVISIONS OF THE CONTRACT INCLUDING THE GENERAL AND SUPPLEMENTAL CONDITIONS

AND GENERAL REQUIREMENTS APPLY TO THE WORK IN THIS SECTION. BEFORE SUBMITTING A BID, EXAMINE

DOCUMENTS OF ALL OTHER TRADES, VISIT THE SITE AND GET ACQUAINTED WITH ALL CONDITIONS THAT

MAY IN ANY WAY WHATSOEVER AFFECT THE EXECUTION OF THIS CONTRACT. TAKE MEASUREMENTS AND BE

RESPONSIBLE FOR EXACT SIZE AND LOCATIONS OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF

WORK. FIGURED DIMENSIONS ARE REASONABLY ACCURATE AND SHOULD GOVERN IN SETTING OUT WORK.

WHERE DETAILED METHOD OF INSTALLATION IS NOT INDICATED OR WHERE VARIATIONS EXIST BETWEEN

DESCRIBED WORK AND APPROVED PRACTICE, DIRECTION OF THE OWNERS REPRESENTATIVE ON JOB SITE

SHALL BE FOLLOWED.

1.3. THE CONTRACT INCLUDES ALL ITEMS OF MATERIAL AND LABOR REQUIRED FOR THE COMPLETE INSTALLATION

AND FULL OPERATION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS AND HEREINAFTER

SPECIFIED. ALL MATERIALS AND METHODS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES,

REGULATIONS AND/OR ORDINANCES AND MEET THE APPROVAL OF LOCAL INSPECTION AUTHORITY HAVING

JURISDICTION. THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE SHALL BE THE MINIMUM

REQUIREMENT FOR ALL WORK. EXAMINE THE DRAWINGS AND SPECIFICATIONS FOR COMPLIANCE WITH THE

ABOVE CODES, REGULATIONS AND ORDINANCES AND BASE BID AND WORK ACCORDINGLY. OBTAIN AND

PAY FOR ALL PERMITS AND INSPECTIONS RELATED TO THIS WORK. A CERTIFICATE OF APPROVAL FOR WORK

FROM INSPECTION AUTHORITY SHALL BE GIVEN TO THE OWNER BEFORE FINAL ACCEPTANCE WILL BE GIVEN

BY OWNERS REPRESENTATIVE.

1.4. ALL WORK, MATERIALS, AND EQUIPMENT SHALL HAVE A WARRANTY FOR THE DURATION OF THE

INSTALLATION OR A PERIOD OF 1 YEAR, WHICHEVER IS LESS, AFTER ACCEPTANCE OF THE WORK BY THE

OWNER. ANY DEFECTIVE ITEMS SHALL BE REMOVED AND REPLACED AT THE ELECTRICAL SUB-CONTRACTORS

EXPENSE AND TO THE SATISFACTION OF THE OWNER.

1.5. PERFORM WORK UNDER THIS CONTRACT IN CLOSE HARMONY WITH OTHER CONTRACTORS SO COMPLETED

WORK SHALL PRESENT A NEAT AND WORKMANLIKE INSTALLATION. EXPOSED FINISHED MATERIALS AND

EQUIPMENT SHALL BE CAREFULLY CLEANED AND WIPED TO REMOVE GREASE, SMUDGES, DUST AND OTHER

SPOTS AND LEFT SMOOTH AND CLEAN. DURING THE PROGRESS OF THE WORK, THE ELECTRICAL

SUB-CONTRACTOR SHALL CAREFULLY CLEAN UP AFTER HIS MEN AND SHALL LEAVE THE PREMISES AND ALL

PORTIONS OF THE BUILDING IN WHICH HE IS WORKING FREE OF DEBRIS AND IN A CLEAN AND SAFE

CONDITION.

1.6. WHENEVER THE WORDS "CONTRACTOR", "THIS CONTRACTOR", ETC. APPEAR ON DRAWINGS OR IN THESE

SPECIFICATIONS FOR THE ELECTRICAL WORK, IT SHALL REFER TO THE ELECTRICAL SUB-CONTRACTOR.

WHENEVER THE WORD "PROVIDE" APPEARS IN THESE DOCUMENTS, IT SHALL BE INTERPRETED TO MEAN

"FURNISH & INSTALL".

1.7. THE EXACT MOUNTING HEIGHT OF OUTLETS SHALL BE DETERMINED IN THE FIELD WITH RELATION TO

ARCHITECTURAL DETAILS AND EQUIPMENT BEING SERVED. IT SHALL BE THE RESPONSIBILITY OF THIS

CONTRACTOR TO COORDINATE OUTLET LOCATION WITH EQUIPMENT. THE OWNERS REPRESENTATIVE SHALL

BE PERMITTED TO RELOCATE ANY OUTLET PRIOR TO INSTALLATION WITHIN A 15 FOOT LIMIT AT NO

ADDITIONAL CHARGE IN CONTRACT PRICE. ALL FASTENERS, HANGERS AND METHODS OF HANGING EXPOSED

WORK IN FINISHED AREAS SHALL BE SUBMITTED TO THE OWNERS REPRESENTATIVE FOR APPROVAL BEFORE

INSTALLATION.

1.8. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTRUCTION OF EACH SYSTEM TO THE

SATISFACTION OF THE OWNERS REPRESENTATIVE.

1.9. THE ELECTRICAL CONTRACTOR SHALL CONSULT THE PLUMBING, HEATING AND ARCHITECTURAL PLANS IN

ALL INSTANCES BEFORE INSTALLING HIS WORK SO THAT HIS PIPING WILL NOT INTERFERE WITH THOSE

BRANCHES. IN THE EVENT OF A CONFLICT, THIS CONTRACTOR SHALL REPORT TO THE OWNERS

REPRESENTATIVE AT ONCE AND DO NO FURTHER WORK UNTIL A SATISFACTORY ARRANGEMENT IS DECIDED

UPON. ANY WORK DONE, OR EQUIPMENT PLACED IN POSITION BY THIS CONTRACTOR, CREATING A

CONFLICT IN VIOLATION HEREOF, SHALL BE READJUSTED TO THE SATISFACTION OF THE OWNERS

REPRESENTATIVE AT THE EXPENSE OF THE CONTRACTOR. THE DECISION OF THE OWNERS REPRESENTATIVE

SHALL BE FINAL IN REGARD TO CHANGES DUE TO CONFLICTING CONDITIONS. CONTRACTOR SHALL

COMPLETE HIS WORK OR ANY PART THEREOF AT SUCH TIME AS MAY BE DESIGNATED BY THE OWNER, SO

THAT IT CAN BE USED FOR TEMPORARY OR PERMANENT USE AND SUCH USE OF THE SYSTEM SHALL NOT BE

CONSTRUED AS AN ACCEPTANCE OF SAME BY OWNER.

1.10. EXISTING CONDITIONS: PERFORM A DETAILED PRE-BID WALK-THROUGH FIELD INSPECTION TO REVIEW THE

EXISTING STRUCTURES AND PREMISES, TO DETERMINE EXISTING CONDITIONS, AND TO DETERMINE SCOPE OF

REQUIRED ELECTRICALLY RELATED WORK. INCLUDE APPLICABLE ACCESSIBLE CEILING CAVITY AREAS IN THIS

INSPECTION.

A. IT IS NOT THE INTENT OF THIS SECTION, OR OF DRAWINGS, THAT EXISTING CONDITIONS BE

ACCURATELY SHOWN. EXISTING ELECTRICAL WORK IS SHOWN TO A VERY LIMITED EXTENT ON

DRAWINGS AND IS SHOWN FOR GENERAL PLANNING REFERENCE ONLY. LOCATIONS AND INFORMATION

WERE DERIVED FROM CURSORY VISUAL OBSERVATIONS OR FROM PORTIONS OF DOCUMENTS THAT

WERE PREPARED FOR PREVIOUSLY INSTALLED WORK (NOT FROM RECORD DRAWINGS OR "AS-BUILTS").

B. DO NOT REUSE REMOVED ELECTRICAL MATERIALS UNLESS SPECIFICALLY INDICATED ON DRAWINGS.

EXISTING WIRING SYSTEMS MAY BE UTILIZED ONLY TO THE EXTENT INDICATED IN PROJECT MANUAL, OR

ON DRAWINGS, OR AS DIRECTED BY OWNER'S REPRESENTATIVE IN FIELD.

1.11. MATERIALS AND EQUIPMENT: ALL MATERIALS AND EQUIPMENT SHALL BE NEW. ALL MATERIALS, APPARATUS

AND EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES INC., LABEL WHERE REGULARLY SUPPLIED.

CERTAIN MANUFACTURERS OF MATERIAL AND EQUIPMENT ARE SPECIFIED AND PLANS ARE DETAILED

ACCORDING TO THIS MATERIAL. THIS CONTRACTOR SHALL BASE HIS BID ON FURNISHING AND INSTALLING

THIS MAKE OF MATERIAL AND EQUIPMENT. WHERE MORE THAN ONE MAKE OF MATERIAL OR EQUIPMENT IS

SPECIFIED, THE CONTRACTOR SHALL STATE IN HIS BID WHICH MAKE HE PROPOSES TO FURNISH. SHOP

DRAWINGS SHALL BE SUBMITTED ON MATERIAL AND EQUIPMENT TO BE FURNISHED BY THE CONTRACTOR

FOR ENGINEERS APPROVAL. THIS APPROVAL TO BE OBTAINED PRIOR TO SHIPMENT OF EQUIPMENT.

2. ELECTRICAL IDENTIFICATION

2.1. PROVIDE MANUFACTURERS STANDARD SELF-ADHESIVE VINYL TAPE NOT LESS THAN 3 MILS THICK BY 1-1/2"

WIDE. WHERE APPLICABLE, INSTALL ON ALL CONCEALED RACEWAYS AT CONNECTION TO ALL JUNCTION

BOXES, PULL BOXES, EQUIPMENT, WALL/FLOOR/ROOF PENETRATIONS, ETC. UNLESS OTHERWISE INDICATED

OR REQUIRED BY GOVERNING REGULATIONS, PROVIDE ORANGE TAPE WITH BLACK LETTERS. PROVIDE

CIRCUIT IDENTIFICATION BANDS FOR ALL CABLES AND CONDUCTORS. PROVIDE MANUFACTURERS

STANDARD COLOR CODING FOR CABLE/CONDUCTOR JACKET AND/OR INSULATION FOR ALL CABLES AND

CONDUCTORS OF ALL SYSTEMS. MATCH IDENTIFICATION WITH MARKING SYSTEM USED IN EXISTING

SYSTEMS SHOP DRAWINGS, CONTRACT DOCUMENTS, AND SIMILAR PREVIOUSLY ESTABLISHED

IDENTIFICATION FOR PROJECTS ELECTRICAL WORK. PROVIDE ON ALL CONDUCTORS OF ALL SYSTEMS.

2.2. THE FOLLOWING INSULATION COLOR CODE SHALL BE USED FOR SYSTEM AND VOLTAGE IDENTIFICATION.

THIS SHALL APPLY TO BOTH FEEDER AND BRANCH CIRCUIT WIRING. INTERCHANGE OF COLORS SHALL NOT

BE PERMITTED.

208Y/120V SYSTEM: BLACK, RED, BLUE & WHITE (NEUTRAL)

EQUIPMENT GROUNDING: GREEN

2.3. ALL EQUIPMENT & SYSTEM IDENTIFICATION NOMENCLATURE SHOWN ON DRAWINGS OR LISTED HEREIN IS

SHOWN FOR GENERAL DESIGN AND INSTALLATION REFERENCE ONLY. THE ACTUAL NAMEPLATE, ETC.

NOMENCLATURE FOR THIS PROJECT SHALL BE VERIFIED BY ELECTRICAL CONTRACTOR IN FIELD PRIOR TO

FABRICATION AND WHERE APPLICABLE, SHALL BE AN EXTENSION OF EXISTING NOMENCLATURE USED ON

THE SITE AS DETERMINED IN FIELD BY ELECTRICAL CONTRACTOR.

3. CONDUIT AND FITTINGS

3.1. NORMAL SYSTEM BRANCH CIRCUITS SHALL BE INSTALLED IN SEPARATE RACEWAYS FROM EMERGENCY

SYSTEM POWER.

3.2. ALL WIRING FOR DIFFERENT POWER VOLTAGES SHALL BE INSTALLED IN RACEWAY SYSTEMS SEPARATE FROM

EACH OTHER.


3.2. ALL WIRING FOR DIFFERENT POWER VOLTAGES SHALL BE INSTALLED IN RACEWAY SYSTEMS SEPARATE FROM

EACH OTHER.

3.3. ALL WIRING FOR THE VARIOUS ELECTRICAL SYSTEMS SHALL BE INSTALLED IN RACEWAY SYSTEMS SEPARATE

FROM EACH OTHER.

3.4. ALL CONDUIT INSTALLED INDOORS SHALL BE GALVANIZED STEEL EMT (3/4" MINIMUM); ALL FITTINGS FOR

SAME SHALL BE SET-SCREW OR COMPRESSION TYPE STEEL, WITH INSULATED THROATS. UNLESS INDICATED

OTHERWISE ON DRAWINGS OR IN OTHER PARTS OF THE ELECTRICAL SPECIFICATIONS.

3.5. CONDUIT SHALL BE CLEANED INSIDE BEFORE ANY WIRES ARE PULLED. CONDUIT ENDS SHALL BE CAPPED AND

PLUGGED WITH STANDARD ACCESSORIES AS SOON AS CONDUIT HAS BEEN PERMANENTLY INSTALLED.

CONDUIT INSTALLED WITHOUT CONDUCTORS SHALL BE PROVIDED WITH SWEEP BENDS AND BALING WIRE

FOR PULLING.

3.6. ALL JOINTS SHALL BE MADE TIGHT WITH WATERTIGHT COUPLINGS MATCHING CONDUIT AND ALL CORNERS

SHALL BE MAKE WITH LONG RADIUS. THE ENDS OF ALL CONDUITS SHALL BE CUT SQUARE AND REAMED AND

ALL JOINTS BROUGHT TO A SHOULDER. CONDUIT SHALL BE CONTINUOUS BETWEEN OUTLETS TO MAKE A

COMPLETE INSTALLATION AND TO EFFECT A CONTINUOUS GROUND. SUITABLE SUPPORTS AND FASTENING

SHALL BE PROVIDED FOR CONDUIT.

3.7. CONDUIT SHALL BE SUPPORTED BY APPROVED STRAPS, FASTENERS AND HANGERS. HANGERS SHALL BE

SUSPENDED FROM RODS. PERFORATED STRAPS WILL NOT BE ACCEPTABLE. FASTENERS SHALL BE LEAD

EXPANSION SHIELDS IN BLOCK OR CONCRETE, TOGGLE BOLTS IN HOLLOW WALLS, MACHINE SCREWS ON

METAL SURFACES AND WOOD SCREWS ON WOOD CONSTRUCTION. ALL CONDUIT SHALL BE SUPPORTED

INDEPENDENTLY FROM ALL OTHER BUILDING SYSTEMS AND SHALL BE SUPPORTED DIRECTLY FROM

STRUCTURAL COMPONENTS. WHERE DEFLECTION IS EXPECTED, CONDUITS SHALL BE PROVIDED WITH

EXPANSION FITTINGS WITH BONDING JUMPERS. CONDUITS PASSING THROUGH STRUCTURAL MEMBERS

SHALL BE PROVIDED WITH STUB AND COUPLING OR SLEEVE IN THE MEMBER.

3.8. ALL RACEWAYS SHALL BE ENTIRELY FREE OF PLASTER, MORTAR, WATER AND OTHER FOREIGN MATTER.

4. WIRE AND CABLE

4.1. FURNISH AND INSTALL ALL NECESSARY CABLE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS OR

SPECIFIED HEREINAFTER. ALL WIRE SHALL BE COPPER. ALL WIRING SHALL BE NEW. NO WIRE SMALLER THAN

#12 AWG SHALL BE INSTALLED UNLESS SPECIFICALLY DESIGNATED. USE OF #14 COLOR CODED WIRE WILL BE

ALLOWED FOR CONTROL CIRCUITS ONLY. ALL CONDUCTORS SHALL BE COPPER. PROVIDE STRANDED

CONDUCTORS FOR ALL SIZES UNLESS INDICATED OTHERWISE.

4.2. PROVIDE THHN/THWN INSULATION FOR ALL CONDUCTORS NO. 8 AWG AND SMALLER. FOR ALL OTHER SIZES

PROVIDE THW OR THHN/THWN INSULATION AS APPROPRIATE FOR THE LOCATIONS WHERE INSTALLED.

PROVIDE COLOR CODED INSULATION/JACKET FOR PHASE IDENTIFICATION. ALL WIRES SHALL BE RATED AT

600 VOLTS.

4.3. TYPE AC AND MC CABLE SHALL BE FORMED FROM CONTINUOUS LENGTH OF SPIRALLY WOUND,

INTERLOCKED ZINC-COATED OR GALVANIZED (INSIDE & OUTSIDE) STRIP STEEL. ALL CONDUCTORS SHALL BE

RATED FOR 90 DEG. C. MINIMUM. PROVIDE WITH FULL PARITY SIZED GREEN INSULATED EQUIPMENT

GROUND CONDUCTOR. PROVIDE COMPATIBLE STEEL FITTINGS WITH INTEGRAL RED PLASTIC INSULATED

THROAT BUSHINGS, COMPLIANT WITH NEC 350-5. CABLES SHALL BE 90 DEG. C. RATED WITH ALL

COMPONENTS AND FITTINGS LISTED FOR GROUNDING AND COMPLIANT WITH THE FOLLOWING:

UL STD.4 AND UL STD. 83.

ANSI E119 AND E814.

NEC ARTICLES 250 AND 333.

5. METHOD OF WIRING - POWER

5.1. NEATLY DRESS ALL WORK. INSTALL ALL WORK PARALLEL AND PERPENDICULAR TO SURFACES OR EXPOSED

STRUCTURAL MEMBERS, AND FOLLOW SURFACE CONTOURS, WHERE POSSIBLE. KEEP CONDUCTOR SPLICES

TO MINIMUM. INSTALL SPLICE AND TAP CONNECTORS WHICH POSSESS EQUIVALENT OR BETTER

MECHANICAL STRENGTH AND INSULATION RATING THAN CONDUCTORS BEING SPLICED. USE SPLICE AND

TAP CONNECTORS WHICH ARE COMPATIBLE WITH CONDUCTOR MATERIAL. ALL WIRES SHALL BE RUN

CONTINUOUS FROM OUTLET TO OUTLET/LUMINAIRE TO LUMINAIRE. INSULATION VALUE OF JOINTS TO BE

100% IN EXCESS OF WIRE. PROVIDE ADEQUATE LENGTH OF CONDUCTORS WITHIN ELECTRICAL ENCLOSURES

AND TRAIN THE CONDUCTORS TO TERMINAL POINTS WITH NO EXCESS. BUNDLE MULTIPLE CONDUCTORS,

WITH CONDUCTORS LARGER THAN NO 10 AWG CABLED IN INDIVIDUAL CIRCUITS. MAKE TERMINATIONS SO

THERE IS NO BARE CONDUCTOR AT THE TERMINAL.

5.2. KEEP CONDUCTOR SPLICES TO MINIMUM. PULL CONDUCTORS SIMULTANEOUSLY WHERE MORE THAN ONE IS

BEING INSTALLED IN SAME RACEWAY. USE UL LISTED PULLING COMPOUND OR LUBRICANT, WHERE

NECESSARY. INSTALL SPLICE AND TAP CONNECTORS WHICH POSSESS EQUIVALENT OR BETTER MECHANICAL

STRENGTH AND INSULATION RATING THAN CONDUCTORS BEING SPLICED. USE SPLICE AND TAP

CONNECTORS WHICH ARE COMPATIBLE WITH CONDUCTOR MATERIAL. INCREASE WIRE SIZES PER NEC TO

OFFSET VOLTAGE DROP AS/IF REQUIRED.

5.3. NO WIRE SIZE SMALLER THAN NO. 12 SHALL BE USED FOR ANY BRANCH CIRCUIT UNLESS OTHERWISE NOTED

ON PLANS FOR CONTROL CIRCUITS. LARGER SIZES SHALL BE USED WHERE REQUIRED AND/OR INDICATED ON

THE PLANS.

5.4. PROVIDE THE FOLLOWING MINIMUM WIRE SIZES BASED ON DISTANCES FROM PANEL TO FIRST DEVICE OF A

15 OR 20 AMPERE GENERAL LIGHTING OR RECEPTACLE BRANCH CIRCUIT. IN ADDITION TO UPSIZING

CONDUCTORS AS REQUIRED FOR VOLTAGE DROP, PROVIDE MINIMUM #10 AWG CONDUCTORS TO THE LAST

DEVICE FOR BRANCH CIRCUITS MORE THAN 150 FEET IN LENGTH.

DISTANCE AWG WIRE SIZES

UP TO 60 FEET #12

61 TO 90 FEET #10

91 TO 150 FEET # 8

151 TO 240 FEET # 6

5.5. PROVIDE THE FOLLOWING MINIMUM AWG CONDUCTOR SIZES FOR GENERAL BRANCH CIRCUITING THAT ARE

NOT INDICATED ON DRAWINGS, BASED ON USING COPPER CONDUCTORS. WHERE APPLICABLE INCREASE AS

REQUIRED TO ACCOMMODATE VOLTAGE DROP AND TO ACCOMMODATE SPECIAL CONDITIONS. DO NOT

DERATE ANY GROUNDED (NEUTRAL) CONDUCTORS. TEMPERATURE RATINGS LISTED BELOW PERTAIN TO

BOTH WIRE AND TERMINATIONS.

60 DEG. C RATING 75 DEG. C RATING EQUIPT. GROUNDING

SOURCE BREAKER/FUSE AWG WIRE SIZE AWG WIRE SIZE AWG WIRE SIZE

15 AMPERE #12 #12 #12

20 AMPERE #12 #12 #12

25 AMPERE #10 #10 #10

30 AMPERE #10 #10 #10

35 AMPERE # 8 # 8 #10

40 AMPERE # 8 # 8 #10

5.6. OUTLETS SHALL BE LOCATED APPROXIMATELY AS SHOWN ON THE PLANS AND SHALL BE WIRED TO PROVIDE

CONTROL OF OUTLETS INDICATED. ALL WIRES OF ANY ONE CIRCUIT SHALL BE RUN IN THE SAME CONDUIT.

5.7. TYPE AC/MC CABLE MAY BE UTILIZED ONLY IF NEC APPROVED AND IF APPROVED BY LOCAL AUTHORITY

HAVING JURISDICTION AND IF INCLUDED IN THE APPLICATIONS DEFINED BELOW.

- 15 THROUGH 30 AMPERE BRANCH CIRCUIT WORK. THIS SHALL APPLY ONLY UNDER ALL OF THE

FOLLOWING CIRCUMSTANCES AND CONDITIONS.

- ONLY WHERE CONCEALED (ALL EXPOSED WIRING SHALL BE INSTALLED IN CONDUIT).

5.1. ROUTE ALL CABLES PERPENDICULAR AND PARALLEL TO THE BUILDING ARCHITECTURAL

LINES/SURFACES/STRUCTURAL MEMBERS, KEEPING OFFSETS TO A MINIMUM AND FOLLOWING SURFACE

CONTOURS WHERE POSSIBLE. MAINTAIN A UNIFORM ELEVATION FOR ALL CABLE RUNS WHEREVER POSSIBLE.

ALL CABLES SHALL BE SUPPORTED/ANCHORED AT MAXIMUM 4 FOOT INTERVALS AND WITHIN 12" OF BOX OR

OUTLET AND SHALL NOT SAG. INSTALL CABLES IN A MANNER THAT PREVENTS OVERHEATING. CABLES SHALL

BE FASTENED DIRECTLY TO THE STRUCTURE USING FACTORY CLAMPS/CLIPS SPECIFICALLY DESIGNED FOR THE

RESPECTIVE CABLE (CADDY OR EQUAL).

6. OUTLET, JUNCTION AND SWITCHBOXES

6.1. IN GENERAL, GANG TYPE OUTLET BOXES SHALL NOT BE USED. THE OUTLET BOX LOCATIONS INDICATED ON

DRAWINGS SHALL BE CONSIDERED APPROXIMATE, AND THEREFORE, IT SHALL BE INCUMBENT UPON THIS

CONTRACTOR TO STUDY THE GENERAL CONSTRUCTION WITH RELATION TO SPACES AND EQUIPMENT

SURROUNDING EACH OUTLET. ALL OUTLET, SWITCH AND JUNCTION BOXES SHALL BE MADE OF CODE

GALVANIZED STEEL COMPLETE WITH RINGS AND SCREW COVER PLATES AND LOCATED WHERE SHOWN AND

NOTED ON DRAWINGS. WHERE CONDUIT IS CONCEALED, BOXES SHALL NOT BE LESS THAN 4" SQUARE X

1-1/2" DEEP. ALL BOXES SHALL BE EQUIPPED WITH PROPER COVERS TO BRING FLUSH WITH FINISHED WALL

SURFACE.


6.2. WHERE OUTLET BOXES OCCUR IN FACING TILE OR OTHER MATERIAL WHERE SUCH MATERIALS FORM THE

FINISHED WALL SURFACE, THE OPENING FOR THE BOX SHALL BE CUT NEATLY AND OF THE SIZE THAT THE

COVER PLATE WILL COVER ALL PARTS OF THE OPENING. CONDULETS SHALL BE USED ON EXPOSED

RACEWAYS. IN GENERAL, JUNCTION BOXES SHALL BE FURNISHED AND REQUIRED BY THE NATIONAL ELECTRIC

CODE, OF THE PROPER SIZES, AND SHALL BE CONSTRUCTED OF #12 GAUGE STEEL WITH REMOVABLE FRONT

FASTENED ON WITH COUNTER SUNK HEAD SCREWS OR OTHER APPROVED MEANS. FOR SPECIAL

APPLICATION, JUNCTION BOXES SHALL BE NOTED, DETAILED AND/OR SIZED ON THE DRAWINGS OR IN THE

FIELD AS REQUIRED.

6.3. HEIGHT OF BOXES - PRIOR TO ROUGH-IN, VERIFY ALL BOX/DEVICE MOUNTING HEIGHTS AND LOCATIONS IN

FIELD WITH OWNERS REPRESENTATIVE. IN GENERAL, WHERE NOT LOCATED AT COUNTER AREAS, THE HEIGHT

OF BOXES FROM FINISHED FLOOR TO CENTER OF BOXES SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED

ON PLANS:

SWITCHES: 48"

DEVICES AT SPECIAL HEIGHTS: AS DIRECTED IN FIELD.

RECEPTACLES: 15" (UNLESS COUNTER HEIGHT)

TELEPHONE OUTLETS (DESK PHONE): 15”

TELEPHONE OUTLETS (WALL PHONE): 48"

DATA CABLE OUTLETS: 15"

CONTROL STATIONS: 48"

7. WIRING DEVICES

7.1. UNLESS SPECIFICALLY INDICATED OTHERWISE, OR DIRECTED OTHERWISE IN FIELD, PROVIDE WHITE COLOR

FOR NORMAL UTILITY WIRING DEVICES.

7.2. PROVIDE WALL SWITCHES THAT ARE FLUSH SELF-GROUNDING WITH GREEN GROUND SCREW AND COLOR

CODED COVER, SNAP TOGGLE TYPE, BACK AND SIDE WIRED, SPECIFICATION GRADE. PROVIDE WALL SWITCHES

RATED 20A, 120/277 VOLTS, 1 HP AT 120V, A.C. QUIET TYPE. SINGLE POLE SWITCHES SHALL BE EQUAL TO

LEVITON #1221-2 SERIES. DOUBLE-POLE SWITCHES SHALL BE EQUAL TO LEVITON #1222-2 SERIES.

7.3. PROVIDE DUPLEX AND SINGLE SPECIFICATION GRADE RECEPTACLES, 2-POLE, 3-WIRE GROUNDING,

SELF-GROUNDING, GREEN GROUNDING SCREW, GROUND TERMINALS AND POLES INTERNALLY CONNECTED

TO MOUNTING YOKE, COLOR CODED BASE, 20-AMPERES, 125-VOLTS, WITH METAL PLASTER EARS, BACK &

SIDE WIRING, NEMA CONFIGURATION 5-20R. PROVIDE DUPLEX RECEPTACLES EQUAL TO LEVITON #5362

SERIES. FOR RECEPTACLE CIRCUITS PROTECTED WITH 15A BREAKERS, PROVIDE NEMA 5-15R EQUIVALENTS.

7.4. PROVIDE SELF-GROUNDING COMMERCIAL SPECIFICATION GRADE, DUPLEX RECEPTACLES, GROUND-FAULT

CIRCUIT INTERRUPTERS; FEED-THRU TYPE, CAPABLE OF PROTECTING CONNECTED DOWNSTREAM

RECEPTACLES ON SINGLE CIRCUIT, GROUNDING TYPE UL-RATED 943, CLASS A, GROUP 1, SPECIFICATION

GRADE, 20-AMPERES RATING (DEVICE & FEED-THRU), 125-VOLTS, 60 HZ; WITH SOLID-STATE GROUND-FAULT

SENSING AND SIGNALING (MAXIMUM THRESHOLD OF 5MA AT 0.025 SECONDS MAXIMUM); EQUIP WITH

20-AMPERE PLUG CONFIGURATION, NEMA 5-20R. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER DUPLEX

RECEPTACLES EQUAL TO LEVITON #8898 SERIES.

7.5. SPECIAL PURPOSE RECEPTACLES SHALL BE OF THE SIZE, TYPE AND MANUFACTURER AS INDICATED ON THE

PLANS OR AS DETERMINED IN FIELD. REFER TO GROUNDING SECTION FOR SPECIAL RECEPTACLE GROUNDING

REQUIREMENTS.

7.6. ALL DEVICE WALLPLATES SHALL BE STANDARD SIZE; "MIDWAY", "OVERSIZED" ("JUMBO") OR "EXTRA DEEP"

WALLPLATES SHALL NOT BE ACCEPTABLE. CONSTRUCT WITH METAL SCREWS FOR SECURING PLATES TO

DEVICES; SCREW HEADS COLORED TO MATCH FINISH OF PLATES. WALLPLATES IN FINISHED AREAS SHALL BE

COMMERCIAL SPECIFICATION GRADE, THERMOPLASTIC TO MATCH DEVICE COLOR.

8. OCCUPANCY SENSORS

8.1. PROVIDE LABOR, MATERIALS, TOOLS, APPLIANCES, CONTROL HARDWARE, SENSOR, WIRE, JUNCTION BOXES

AND EQUIPMENT NECESSARY FOR AND INCIDENTAL TO THE DELIVERY, INSTALLATION AND FURNISHING OF

COMPLETELY OPERATIONAL OCCUPANCY SENSOR LIGHTING CONTROLS, AS DESCRIBED HEREIN.

8.2. PROVIDE PRODUCTS SUPPLIED FROM A SINGLE MANUFACTURER THAT HAS BEEN CONTINUOUSLY INVOLVED

IN MANUFACTURING OF OCCUPANCY SENSORS FOR A MINIMUM OF FIVE (5) YEARS.

8.3. PROVIDE OCCUPANCY SENSORS FOR ENTIRE PROJECT THAT ARE ALL MADE BY THE SAME MANUFACTURER,

REGARDLESS OF WHERE THE MATERIALS ARE SPECIFIED IN DIVISION 26 DOCUMENTS.

8.4. PROVIDE COMPONENTS THAT ARE U.L. LISTED, OFFER A FIVE (5) YEAR WARRANTY AND MEET STATE AND

LOCAL APPLICABLE CODE REQUIREMENTS.

8.5. SENSOR QUANTITIES, TYPES AND LOCATIONS SHOWN ON DRAWINGS ARE SHOWN ONLY FOR SCHEMATIC

REPRESENTATION THAT A ROOM OR AREA IS TO HAVE OCCUPANCY SENSOR CONTROL. ACTUAL SENSOR

QUANTITIES, TYPES AND LOCATIONS SHALL BE FURNISHED BASED ON REVIEW OF SUBMITTALS BY ENGINEER,

ARCHITECT AND/OR OWNER.

8.6. SELECT AND LOCATE SENSORS SO THAT CONTROLLED LIGHTS AUTOMATICALLY TURN ON IMMEDIATELY

UPON ENTERING THE ROOM OR SPACE.

8.7. SELECT AND LOCATE SENSORS SO THAT CONTROLLED LIGHTS WILL NOT BE TURNED ON BY MOTION THAT

OCCURS OUTSIDE OF THE RESPECTIVE ROOM OR SPACE (INCLUDING APPLICABLE WHEN DOORS ARE OPEN).

8.8. SELECT AND LOCATE SENSORS SO THAT FULL COVERAGE FOR THE RESPECTIVE ROOM/AREA IS PROVIDED.

8.9. BASIS OF DESIGN MANUFACTURER IS WATTSTOPPER. OTHER ACCEPTABLE MANUFACTURERS ARE HUBBELL,

SENSOR SWITCH, LEVITON, LUTRON, LC&D AND COOPER GREENGATE CA IN AS MUCH THE SYSTEMS MEET

THE INTENT AND FUNCTIONALITY AND SUSTAINABILITY OF THE DESIGN.

8.10. WALL SWITCH SENSORS: PROVIDE STANDARD OF QUALITY EQUAL TO WATTSTOPPER: PW-100, PW-100-24,

PW-200, WI-200, WI-300, WS-200, WD-170, WD-180, WD-270, WD-280, WN-100-120, WN-100-277, UW-100,

UW-100-24, UW-200, DW-100, DW-100-24 OR DW-200 SERIES.

8.11.PROVIDE WALL SWITCH SENSORS CAPABLE OF DETECTION OF OCCUPANCY OF MOTION UP TO 1000 SQUARE

FEET.

8.12.PROVIDE SENSORS WITH AN LED AS A VISUAL MEANS OF INDICATION AT ALL TIMES TO VERIFY THAT MOTION

IS BEING DETECTED DURING BOTH TESTING AND NORMAL OPERATION.

8.13. WHERE SPECIFIED, PROVIDE SENSOR WITH INTERNAL ADDITIONAL ISOLATED RELAY WITH NORMALLY OPEN,

NORMALLY CLOSED AND COMMON OUTPUTS FOR USE WITH HVAC CONTROL, DATA LOGGING AND OTHER

CONTROL OPTIONS. DO NOT USE SENSORS THAT UTILIZE SEPARATE COMPONENTS OR SPECIALLY MODIFIED

UNITS TO ACHIEVE THIS FUNCTION.

8.14.PROVIDE SENSORS WITH UL RATED, 94V-0 PLASTIC ENCLOSURES.

8.15. CIRCUIT CONTROL HARDWARE - CU

8.16. CONTROL UNITS - FOR EASE OF MOUNTING, INSTALLATION AND FUTURE SERVICE, PROVIDE CONTROL UNITS

THAT ARE ABLE TO BE EXTERNALLY MOUNTED THROUGH A 1/2" KNOCK-OUT ON A STANDARD ELECTRICAL

ENCLOSURE AND BE INTEGRATED, SELF-CONTAINED UNITS CONSISTING INTERNALLY OF ISOLATED LOAD

SWITCHING CONTROL RELAY AND TRANSFORMER TO PROVIDE LOW-VOLTAGE POWER. PROVIDE CONTROL

UNITS THAT PROVIDE POWER TO A MINIMUM OF TWO (2) SENSORS.

8.17.PROVIDE RELAY CONTACTS WITH RATINGS OF:

13A - 120 VAC TUNGSTEN

20A - 120 VAC BALLAST

20A - 277 VAC BALLAST

8.18.PROVIDE CONTROL WIRING BETWEEN SENSORS AND CONTROLS UNITS THAT IS CLASS II , 18-24 AWG,

STRANDED U.L. CLASSIFIED, PVC INSULATED OR TEFLON JACKETED CABLE SUITABLE FOR USE IN PLENUMS.

PROVIDE MINIMUM #12 AWG WIRE GAUGE TO AND FROM THE CIRCUIT CONTROL HARDWARE RELAYS.

9. SUPPORTS, INSERTS, CUTTING AND PATCHING

9.1. THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING REQUIRED FOR THE ADMISSION OF HIS WORK.

ANY DAMAGE DONE BY THIS CONTRACTOR TO THE BUILDING DURING THE PROGRESS OF HIS WORK SHALL BE

MADE GOOD AT HIS OWN EXPENSE. ALL PATCHING SHALL BE DONE BY A SKILLED CRAFTSMAN IN THAT

RESPECTIVE TRADE. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO SUPERVISE THE

INSTALLATION OF, AND PAY FOR ALL ADDITIONAL MEMBERS, WOOD OR METAL AND LABOR WHICH MAY BE

REQUIRED TO SUPPORT ANY TYPE OF PERMANENT OR TEMPORARY ELECTRICAL APPARATUS EMPLOYED IN

THE EXECUTION OF THIS CONTRACTORS WORK.

9.2. SEAL ALL NEW FLOOR, CEILING, WALL, SLAB, ETC. PENETRATIONS TO MATCH OR EXCEED EXISTING ASSEMBLY

FIRE RATINGS. PROVIDE SLEEVE SEALS FOR ALL SLEEVES, PROVIDE SLEEVES FOR ALL PENETRATIONS. ALL

PENETRATIONS OF FIRE-RATED OR SMOKE-RATED WALL, FLOORS CEILINGS, ETC. SHALL BE SEALED

IMMEDIATELY AFTER RACEWAYS ARE INSTALLED. ALL NEW ELECTRICALLY RELATED WORK SHALL BE

SUPPORTED DIRECTLY FROM BUILDING STRUCTURAL MEMBERS. NEW ELECTRICALLY RELATED WORK SHALL

NOT BE SUPPORTED FROM DUCTWORK, DUCTWORK HANGER, CEILING SUPPORTS, EXISTING CONDUIT

SUPPORT, ETC. ALL CONDUITS (AND CABLE ASSEMBLIES, WHERE APPLICABLE) SHALL BE ROUTED PARALLEL TO

BUILDING STRUCTURAL MEMBERS. ANY AND ALL NONCOMPLYING WORK INSTALLED BY THE ELECTRICAL

CONTRACTOR SHALL BE REMOVED AND REINSTALLED TO THE SATISFACTION OF THE OWNER'S

REPRESENTATIVE AND THE ENGINEER, AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR.

10. LUMINAIRES

10.1. ALL RECESSED LUMINAIRES SHALL BE EQUIPPED WITH NECESSARY PLASTER FRAMES AND SURFACE TRIM.

ALL RECESSED FLUORESCENT LUMINAIRES SHALL BE EQUIPPED AND SUITABLY CONSTRUCTED TO OPERATE

WITH "P" RATED BALLASTS. ALL RECESS MOUNTED INCANDESCENT AND H.I.D. LUMINAIRES SHALL HAVE UL

APPROVED THERMAL PROTECTION PER LATEST EDITION OF NFPA/NEC. ALL JUNCTION BOXES AND

SERVICEABLE COMPONENTS (BALLASTS, THERMAL PROTECTION DEVICES, FUSES, ETC.) FOR RECESSED

LUMINAIRES SHALL BE READILY ACCESSIBLE FOR SERVICE OR REPLACEMENT FROM BELOW THE CEILING,

WITHOUT REMOVING ANY CEILING COMPONENTS (OTHER THAN TILES).

10.2. PROVIDE LOW ENERGY SOLID STATE RAPID START ELECTRONIC FLUORESCENT LAMP BALLASTS SPECIFICALLY

DESIGNED FOR OPERATING LAMP TYPES INDICATED UNLESS NOTED OTHERWISE. FLUORESCENT BALLASTS

SHALL BE MOTOROLA OR ADVANCE EQUAL (LESS THAN OR EQUAL TO 20% THD). ALL LUMINAIRES MAY

CONTAIN EITHER

10.3. SINGLE BALLASTS OR MULTIPLE BALLASTS AS REQUIRED TO FULFILL REQUIRED FUNCTION AND AS REQUIRED

TO COMPLY WITH CONSTRUCTION SCHEDULE.

10.4. FLUORESCENT LAMP COLOR TEMPERATURE SHALL BE AS INDICATED ON DRAWINGS OR AS DIRECTED IN

FIELD.

10.5. PROVIDE LUMINAIRES AND/OR LUMINAIRE OUTLET BOXES WITH HANGERS TO PROPERLY SUPPORT

LUMINAIRE WEIGHT.

10.6. ALL LUMINAIRES INSTALLED IN OR ON SUSPENDED CEILING SYSTEMS SHALL BE ANCHORED DIRECTLY TO

THE BUILDING STRUCTURAL SYSTEM ABOVE (ANCHORED PER NEC). SUCH ANCHORING SHALL BE

INDEPENDENT OF THE CEILING SUPPORT SYSTEM. ALL LUMINAIRES SHALL BE INSTALLED PLUMB AND LEVEL.

SUPPORT SURFACE MOUNTED LUMINAIRES GREATER THAN 2 FEET IN LENGTH AT A POINT IN ADDITION TO

THE OUTLET BOX LUMINAIRE STUD.


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