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Plans (59) 6r�v.ol? -- zx-YLc 71t Sw �r�/ /\ O/ SHEETI SHEET TITLE REVISIONS ACC ACCESSIBLE FR FRAME/FITTING FASTENER (,J`=7L/`//Jl OWNER: ACT ACOUSTICAL CEILING ROOM PLUMB PLUMBING TILE F.R.P. FIBERGLASS PRYWD PLYWOOD ARCHITECTURAL UNTUCKit►, ACM ALUMINUM COMPOSITE REINFORCED PR PAIR GI.I TITLE SHEET • PANEL PLASTIC PROJ PROJECT AVE AIR CONDITIONING F.R.T. FIRE RETARDANT P.5.1, POUNDS PER SQUARE 31.2 RESPONSIBILITY SCHEDULE E SHIRTS DESIGNED TO ADA AMERICANS WITH TREATED INCA G1.3 GENERAL NOTES, DOOR AND FINISH SCHEDULES • BE WORN UNTUCKED. DISABILITIES ACT FT,(') FEET/FOOT Q.T. QUARRY TILE AD.I DEMOLITION PLAN A.F.F. ABOVE FINISH FLOOR GA GAUGE R RELOCATED 379 WEST BROADWAY AIA AMERICAN INSTITUTE G.C. GENERAL RAD RADIUS AI.I BARRICADE PLAN AND DETAILS • NEW YORK,NY,19012 OF ARCHITECTS CONTRACTOR .C. REFLECTED CEILING A2.1 CONSTRUCTION PLAN • ALUM ALUMINUM GYP.BD.GYPSUM BOARD PLAN ANSI AMERICAN NATIONAL H HIGH R.D. ROOF DRAIN43.1 REFLECTED CEILING/LIGHTING PLAN ARCHITECT/ENGINEER: STANDARDS H.B. HARE BARB REF REFERENCE A5.1 FINISH PLAN • INSTITUTE AGT HARDWARE REO'D REQUIRED _ AS-RAE AMERICAN SOCIETY HGT HEIGHT REV REVISION(5), A).1 FIXTURE PLAN 2 3 3 OF HEATING, H.M. HOLLOW METAL REVISED A7.1 INTERIOR ELEVATIONS �.t REFRIGERATION t HORIZ HORIZONTAL RM ROOM 48.1 STOREFRONT PLAN t ELEVATIONS 2 X 8 AIR CONDITIONING HR HOUR R.O. ROUGH OPENING E E ENGINEERS HRO HORIZONTAL ROUGH R.T.V. ROOF TOP UNIT 48.2 STOREFRONT PLAN t ELEVATIONS 1'tb' '^ ASSOC ASSOCIATION OPENING S SOUTH A9.I INTERIOR SECTIONS AND DETAILS `E ASTM AMERICAN SOCIETY HVAC HEATING, 5AI SHREMSHOCK O m FOR TESTING t VENTILATING,AIR ARCHITECTS, INC. A9.2 C45HWRAP DETAILS y MATERIALS CONDITIONING SAN SANITARY uNiruck . t A10.1 FITTING ROOM DETAILS ATTN ATTENTION IN,(") INCH SC. SOLID CORE 411.1 CONSTRUCTION DETAILS T =°S B- BASE INC. INCORPORATED SCH SCHEDULE y 0 BLDG BUILDING NNSUL INSULATION, SAT SHEET 411.2 FRAMING DETAILS .4 BLK(G) BLOCKING) INSULATED SIM SIMILAR 40.3 FRAMING DETAILS BM BEAM INT INTERIOR SPEC SPECIFICATION(5) ? All.4 FRAMING DETAILS BMPR. BUMPER L LONG 50 SQUARE B.O. BOTTOM ACERR OF LAV LAMINATE 5.5. STAINLESS STEEL O, 413.1 TOILET ROOM DETAILS g BW BACKWR4P LAV LAVATORY STD STANDARD d CAB CABINET LB. POUND STL STEEL ' 414.1 NON-SALES DETAILS d CARD CARRIAGE LL LANDLORD T.B.D. TO BE DETERMINED CENT CENTER LN LINEAR TEL TELEPHONE CFO CERTIFICATE OF MAT'L ATERIAL THK THICK 45.1 SPECIFICATIONS OCCUPANCY MAX AXIMUM T.O. TOP OF AS.2 SPECIFICATIONS C.G. CORNER GUARD MDF EDIUM DENSITY TS TUBE STEEL TOTAL SHEETS:23 =3 CLG CEILING IBERBOARD TYP TYPICAL CC C Z N C.L.,(C)CENTER LINE MECH ECAANICAL UL UNDERWRITERS n CLR CLEAR M.E.P. ECHANICAL, LABORATORY STRUCTURAL .�. C M.U. CONCRETE MASONRY LECTRICAL, U.N.O. UNLESS NOTED 2 D''v UNIT LUMBING OTHERWISE 51.0 NOT USED CONC CONCRETE MEZZ. EZZANINE VAV VARIABLE AIR 52.0 NOT USED e5 S CONST CONSTRUCTION MANUF. ANUFACTURER VOLUME CONT CONTINUOUS OR MIL ILLIMETER VCT VINYL COMPOSITE TOTAL SHEETS:0 CONTINUE MIN INIMUM VILE WASHINGTON SQUARE Cr-¢ CONTR CONTRACTOR MIR IRROR VERT VERTICAL CT CERAMIC TILE M.S. ETOL STUD V.I.F. VERIFY IN FIELD MEP E v CW CASHWRAP MTD OUNTED W WIDE EI.O ELECTRICAL POWER PLAN 6 SYMBOLS D DEEP nil. ETAL W/ WITH E20 ELECTRICAL LIGHTING PLAN*FIXTURE SCHEDULE 0 E 30 15 DEPT DEPARTMENT (N) EW W/0 WITHOUT STORE #T.B.D. 3.D NOT USED L D.F. DRINKING FOUNTAIN N ORTH WC- WAINSCOT $ DIA,(0)DIAMETER N.E.C. ATIONAL ELECTRICAL ND WOOD 04.0 ELECTRICAL PANEL SCHEDULES t RISER DIAGRAM DR DOOR/DRIVE CODE WT WEIGHT E5.0 ELECTRICAL SPECIFICATIONS DTL DETAIL NEMA NATIONAL ELECTRICAL 9585 SW WASHINGTON SQUARE ROAD E5.1 ELECTRICAL SPECIFICATIONS 02017"ME A.M./PIONEER ASSUMES. DWG DRAWING(5) MANUF.ASSOC. RESPONSIBC1,OR MM.,FOP THE USE OF DEW DRAWER NEPA NATIONAL FIRE Ee.0 ENERGY CODE FORMS PORTLAND OR 97223 MI.O MECHANICAL PLAN AND NOTES EA EACH PROTECTION M20 MECHANICAL SCHEDULES AND DETAILSSEAL./I.BVIONNO VSE 19 CII,APPLIC.E N ELEV ELEVATION ASSOCIATION ELEC ELECTRIC(AL) N.IC. NOT IN CONTRACT ) Anus�ncrswmsSTATED ceslw cnnExw ENG ENGINEER NO,(B) NUMBER `13.0 PLUMBING PLAN, SCHEDULES AND DETAILS EQ EQUAL N.T.S. NOT TO SCALE '14.0 MECHANICAL SPECIFICATIONS ETC ETCETERA O.C. ON CENTER EXT EXTERIOR OFI OWNER FURNISHED `14.1 MECHANICAL SPECIFICATIONS EXT'G,(e)EXISTING ITEM E.J. EXPANSION JOINT OJ OHIO FC FLOOR COVERING OPP OPPOSITE TOTAL SHEETS: F.D. FIRED DETERMINE OSM MATER SUPPLIED �� F.E. FIRE EXTINGUISHER MATERIALS STORE NO: - F.E.C. FIRE EXTINGUISHER OWSJ OPEN WEB STEEL GRAND TOTAL:34 SHEETS CABINET JOISTS ' PROJECT LOCATION: FIN FINISH(ED) OZ OUNCES FL FLOOR(ING) P- PAINT WASHINGTON SQUARE FLUOR FLUORESCENT PAF POWDER ACTUATED MAY � � 201 9585 SW WASHINGTON SQUARE RD ABBREVIATIONS R DRAWING INDEX ciT�r Or TI�n SPACE OR p'0 ('� /e (� PORTLAND,OR 97223 • ��fL(11AIC�n1VISION `j DESIGN TYPE: - I. THIS PROJECT WILL COMPLY WITH LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE ) tl81 OWNER LANDLORD SCOPE OF WORK: REQUIREMENTS. 44 UNTUCKIT THE MACERICH COMPANY THIS PROJECT IS THE TENANT REMODEL OF AN EXISTING RETAIL SPACE IN AN REVISIONS: 2. THRESHOLDS SHALL BE NO HIGHER THAN I/2"ABOVE THE TOP OF FINISHED FLOOR, EDGE TO BE t 401 NILSI-4IRE BLVD. EXISTING EXTERIOR CENTER AND INCLUDES NEW PAINT FINISHES, LIGHTING, AND - BEVELED WITH A SLOPE NO GREATER THAN IN 2. Y'(. } Y }.,.ut} ffi'S �' ° LEVEL 2 ICI- GAN AVE SUITE 700 STOREFRONT SIGNAGE. REouneoBY. DATE 3. ALONG ACCESSIBLE PATH OF TRAVEL AND AT EMERGENCY EGRESS CONDITIONS, DOOR HARDWARE (s :�$ SANTA MONICA, CA 90401 APPLICABLE CODES: ^ » CHICAGO, IL 60611 /,\ SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 34"TO 44"ABOVE FINISH FLOOR ERI / ALAN OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS FOR INTERIOR DOORS, 5 LBS FOR EXTERIOR DOORS. '." - ATTN: BRENT PAU LSQINI BUILDING CODE: OREGON STRUCTURAL SPEC. CODE 2014SH b aoRD�NNExTs arzvmlT EL.. �� TENANT COORD. OREGON PLUMB SPEC. CODE 2014 4. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE CENTERED AT 60'ABOVE FINISH TEL 646-483-3762 PLUMBING CODE: FLOOR ON STRIKE SIDE WALL AT ACCESSIBLE FITTING ROOM DOOR(S).SYMBOL SHAPE AND �' JUSTIN LUND CONTRASTING COLORS SHALL CONFORM WITH ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY % ; , p f ELECTRICAL CODE: OREGON ELEC. SPEC. CODE 2014 REQUIREMENTS. - _ '.; E� 7HE MACERICH COMPANY ( • v-�� • 602-953-6776 MECHANICAL CODE: OREGON MECH. SPEC. CODE 2014 5. PROVIDE ACCESSIBLE MANEUVERING CLEARANCES AT DOORS AS SHOWN ON PLANS AND IN , 4' 91' 3,;_...:r L.'T S ... COMPLIANCE WITH ADA AND ICC AII7.1. I .>- - --" ENERGY CODE: OREGON EESC 2014 III . C3 IN CONSULTANTS G. ACCESSIBLE DOORS MUST BEA MINIMUM 3'-0"WIDE X E'-5"HIGH. ' _ ACCESSIBILITY: CHAPTER II 2014/ICC A117.1 2009 V. :-:%`;-: SI-IREMSNOCK ARCHITECTS, INC. 7. NOT WATER PIPES AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED AND HAVE I- SEISMIC CATEGORY: D CLEARANCES TO CONFORM WITH ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY AND ENERGY ,. 7400 W. CAMPUS RD. STE 150' UEVEL It CODE REQUIREMENTS. LEVEL 1 OF I gt 3 pI NEN ALBANY, OH 43054 BUILDING DESCRIPTION: •INMATES NO REVISION T011115 sRE,:, 5. CASH WRAP SHALL CONFORM TO ALL LOCAL,STATE AND FEDERAL ACCESSIBILITY AND ENERGY - - 11 ATTN: ROBERT CAUGHRON USE GROUP: M- MERCANTILE CODE REQUIREMENTS. SEE DETAIL SHEET A9.2 FOR CLEAR DIMENSIONS AND COUNTER HEIGHTS. TEL:614-545-4550 X177 MERCANTILE DRAWN BY: AMA •• - `' ., CONSTRUCTION TYPE: 115 CHECKED BY:ELM 9. GC.TO PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-4 ORti 2-A/10BC WITHIN 75'OF TRAVEL DISTANCE TO ALL PORTIONS OF THE SPACE DURING SHREMSHOCK ENGINEERING, INC. CONSTRUCTION. PROVIDE FIRE EXTINGUISHER DURING ALL PHASES OF CONSTRUCTION AS REQUIRED NORTH FIRE RATINGS: BY FIRE DEPARTMENT INSPECTOR. �r '- i 7400 N. CAMPUS RD. STE 150. TENANT SEPARATION WALLS: I HR. 10.EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR d ,,,- aD NEN ALBANY, OH 43054 SALES/NON-SALES WALL: 0 HR. SPECIAL KNOWLEDGE OR EFFORT. I ATTN: CHRIS I-IARRINGTON CEILING: CLASS A" !"!! TEL:614-545-4550 X339 COLUMNS: o . GENERAL INFORMATION/ACCESSIBILITY P STREET LEVEL KEY PLAN K OWNER/PROJECT DIRECTORY F SERVICE CORRIDOR WALL HR. OCCUPANT LOAD: SALES AREA: 1257/30 . 42 nT�} STOCK AREA 345/300 . 2 FI ENATION REFERENCE CODED NOTE ® TOTAL: 44 .* AREA CALCULATIONS: EGRESS: SECTION REFERENCE a CEILING HEIGHT/FINISH SYMPOI 0 ,;T,7 Ilomp nl,�m EXITS REQUIRED: I wx GROSS AREA (LEASED): 1,6SP SQ. FT. _ EXITS PROVIDED: I e DRAWING TITLE SECTION DETAIL REFERENCE e FINISH SYMFiOI ® PLUMBING FIXTURES: MALE FEMALE UNISEX �,,�,,,e,,,,,�* GROSS AREA (CALC.): 1622 SQ. FT. LAVATORIES: - - 1 _' - , """'"0"°` GROSS SALES: 1257 SQ. FT. WATER CLOSETS: - - I TITLE SHEET ENLARGED AREA REFERENCE ROOT NAME ® D URINALS: - - - �_J GROSS NON-SALES: 365 SQ. FT. ( ) "" 0 DRINKING FOUNTAINS: NOT REQUIRED REVISION SYMPAI ( IA WALL TYPE O �/ PUBLIC ACCESS: NOT REQUIRED DATE ISSUED: 4. - ) ` vasrNt:ne. SERVICE SINK: NOT REQUIRED 04/07/17 5'-3" L.F. POOR IDENTIFIER STOREFRONT FRONTAGE: INTERIOR/EXTERIOR SIGNAGE TO BE PROJECT NO: Tlgard A SUBMITTED UNDER SEPARATE COVER FI ENATION veeeRESCE NORTH 170128 WASHINGTON SQUARE 9555 SW WASHINGTON SQUARE ROAD a DRAWING NO: A COLUMN CENTER LINE O PORTLAND, OR 97223 G1 . 1 SYMBOLS N LOCATION MAP AREA CALCULATIONS E CODE INFORMATION A L = LANDLORD NOTES. L = LANDLORD I Notes: OWNER: 0 = UNTUCKit'S/OWNER ALL ITEMS NOT FOUND IN THIS MATRIX ARE TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR 0 = UNTUCKit'S/OWNER ALL ITEMS NOT FOUND IN THIS MATRIX ARE TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR GC = GENERAL CONTRACTORGC = GENERAL CONTRACTOR D GEQUED FOR STALLATION OF ALL OWNER SUPPLIED ITEMS C.TO SUPPLY AND INSTALL ALL BLOCKING AND 4TTACHMENTS AS RIRINQ EC = ELECTRICAL CONTRACTOR W J F EC = ELECTRICAL CONTRACTOR UJ W W G.G.TO SUPPLY AND INSTALL ALL BLOCKING AND ATTACHMENTS AS REQUIRED FOR INSTALLATION OF ALL OWNER SUPPLIED ITEMS UNTUCKIt® MC = MECHANICAL CONTRACTOR J J O ALL BLOCKING TO BE FIRE RETARDANT TREATED MC = MECHANICAL CONTRACTOR J J Q ALL BLOCKING TO BE FIRE RETARDANT TREATED SHIRTS DESIGNED TO FPC = FIRE PROTECTION CONTRACTOR d H } G. C.REQUIRED TO NOTIFY OWNER'S REPRESENTATIVE W/IN 24 HOURS IF DAMAGED PARTS ARE RECEIVED OR IF PARTS ARE d I-FPC = FIRE PROTECTION CONTRACTOR O_ Q Z BE WORN UNTUCKED. G.C.REQUIRED TO NOTIFY OWNER'S REPRESENTATIVE IN WRITING W/IN 24 HOURS IF DAMAGED PARTS ARE RECEIVED OR IF PARTS E = EXISTING 7 CO W MISSING E = EXISTING D CO >_ ARE MISSING 379 WEST BROADWAY El) Z Y (I) Z Y NEW YORK.NY.10012 ITEM 1 PROPRIETARY VENDOR/COMMENTS ITEM L PROPRIETARY VENDOR/COMMENTS ARCHITECT/ENGINEER: DIVISION 01-GENERAL REQUIREMENTS DIVISION 11-ROT USED) _ -ii of PERMITS,FEES,INSURANCE CERTIFICATES,ETC. O G PERMIT APPLIED FOR BY TENANT/PICKED UP AND PAID FOR BY TENANT G.C. DIVISION 12-FURNISHINGS a a T BARRICADE, ASING PARTITIONS AND DOORS G G COORDINATE REQUIREMENTS WITH MALL REPRESENTATIVE FURNITURE/FIXTURES AND HARDWARE O G 5 ALL NEA FIXTURES AND HARDWARE ARE TO BE UNPACKED AND READY FOR INSPECTION BY UNTUCKILS P.M.ON THE DAY OF PUNCH V m i n BARRICADE GRAPHICS OG LANDLORD APPROVAL REQUIRED REFER TO SHEET AI.I CASHWRAP/BACKWRAP — O c 5 COORDINATE ALL ELECTRICAL RUNS O -E. I ,v„v•-w'• -_,. „_.. ANLL_____.___... __ _v ANLL. _ANLL_._ v a..'.,c.,-,�-v • ING ROOM TEMP.UT CITIES AND EQUIPMENT G G PROVIDE ACCOUNT NUMBERS TO OWNER(G WEEKSC.TO NOTE NUMBER OF WEEKS AND COST PER WEEK IN BID) D M1 FLO SECURE GDA BENCH t0 WALL ; FITTING ROOM BENCH NS FRAME AND HARDWARE 4 5 11 RECEIVING ANP UNLOADING OWNER SUPPLIED MATERIALS G G 2 PROVIDE LABOR DURING CONSTRUCTION AND AT END OF PROJECT(OFF-LOAD MERCHANDISE TRUCK AND FOR TRASH REMOVAL) FITTING ROOT ACCESSORIES _ ° I V FINAL PROFESSIONAL CLEANUP AND TRASH REMOVAL G G INCLUDES MAJOR CLEANINGS IN BID(BROOM CLEAN FOR PUNCH,TURNOVER AND OPENING) PREFABRICATED DISPLAY WALL SYSTEMS(SALES AREA) 0 G 5 REFER TO DETAILS AND MANUFACTURERS DRAWINGS f FINAL JOB SITE PLANS G G INCLUDE 6 0 PLAN STORAGE TUBE .., '- �- ( 5 �) • - v , CERTIFICATE OF WOJPANCY G G POSTED IN B I/? XII FRAME OVER ELECTRICAL LIGHT SWITCH IN BCH NON SALES AREA SHELVING O G ALLOWANCES IN BID G G ALLOWANCES IN BID ARE TO BE INCLUDED IN BID AS NOTED AND SCALL BE JUSTIFIED AT THE END OF THE PROJECT, NON-SALES SHELVING/HANGING SYSTEM O G O DIVISION 02-EXISTING C010010NS WALL SYSTEM O G W A oEnWITION AND HAUL oFF G G REFER TO DEMO SWEET,COORDINATE WITH LANDLORD,DEMO TO BE COMPLETE BY END OF WEEK ONE:G.C.TO BREAK OUT DEMO COST DIVISION 13-SPECIAL CONSTRUCTION-(NOT USED) Z3 0 SITE VERIFICATION OF EXISTING CONDITIONS G G SITE VERIFICATION...TING CONDITIONS REWIRED BY ALL SUBS PRIOR To THE SUBMISSION OF FINAL BID DIVISION 19/DIVISION 20-(NOT UBED) D�F Y � DIVISION OS-CONCRETE DIVISION 21-FlRE SUPPRESSION SPRINKLER SYSTEMS IdVI51IXJ 22-PLUMBNG/DIVISION 23-HVAC I N V)- 4N_ - - SPRINKLER STUB E - I NAR ..,.,__.2_r...,._•..e.AT..,,. _... .. „„_ .,._e b.,.b.,,, a.�..�.� ,.be..,. Y SPRINKLER MAIN E - Q¢ E. FLOOR LEVELING ARDIX G G G..TO CREATE SMOOTH FINISH OVfR EXISTING TILE USING ARDIX-COORDINATE WITH OWNER'S P.n. SPRINKLER GRID FPUE L E I O m S DIVISION 04-(NOT USED) SPRINKLER MODIFICATIONS FPC FPC (il N3unciDIVISION05-METALS PLUMBING STUBS(SAN.,WW,VENT) L L L i m PLUMBING WORK AND FIXTURES/APPURTENANCES REWIRED FOR T - + -, _ __ _ ..- - - __ _ . . RWGu-I R MC MC STRUCTURAL AND LIGHT GAUGE METAL FRAMING G G PLUMBING FIXTURES MC MC TENANT SEPARATION WALL STUDS E - EXISTING TENANT SEPARATION WALLS TO BE PATCHED 4 REPAIRED AFTER DEMO OF EXISTING DISPLAY SYSTEM(G.C.TO VERIFY FIELD CONDITIONS) WATER METER MC MC MECHANICAL EQUIPMENT TIC TIC NEW FAN PONEREQ UAV.MECHANICAL CONTRACTOR TO HIRE LANDLORD'S CONTROLS CONTRACTOR TO FURNISH DDC CONTROLS. DIVISION 06-WOODS,MAST.AND COMPOSITES G 4nssi RELmRIxe arAreo ceslpcNlESW MAST. ROUGH FRAMING,BLOCKING AND FURRING G G REFER TO PLANS AND DETAILS FOR LOCATION,HEIGHT AND TYPE ALL DUCTWORK(LOW AND MEDIUM PRESSURE,FLEXIBLE DUCT,ETC.) EVEN TC FINISH CARPENTRY G G REFER TO ARCHITECTURAL FINISH PLANS AND ELEVATIONS(ALL INTERMEDIATE AND CORNER SEAMS ARE TO BE MITERED AND POLISHED 5 Nu,H) AIR DEVICES-DIFFUSERS GRILLES AND BAFFLES MC MC ,.,,,_,,,t.n. STORE NO'. DIVISION07-THERMAL AND MOISTURE PROTECTION MANUAL BALANCING DAMPER MC MC ,,.,,_,,,._44... .,_.4.,,,,,.....4 4-4•n.4.444_..444. .N. . �..�...._... _ PROJECT LOCATION: .. _ ... WASHINGTON SQUARE SOUND BATTING/ATTENUATION 4 c PROVIDE AT RESTROOM WALLS THAT ARE ADJACENT TO SALES AREA OR FITTING ROOMS ,__. _ ,__,H.,._ ,_ .. _ 9585 SW WASHINGTON -_- - _ _- - _c _. t~4 - `- - _ - SQUARE RD FIRE PROOFING/STOPPING G G G.C.TO VERIFY EXISTING CONDITION(G,c.TO CARRY ALLOWANCE IN BID FOR PATCH 4 REPAIR,COST TO BE JUSTIFIED AT TUE END OF THE PROJECT) .A, . ..,.,,... ,, . N,. SPACE OR SEALANTS AND CAULKING G G FIRE CAULKING-PER LOCAL CODE w...LH.,,, PORTLAND,OR 97223 _n+,N>,eMPNbNP_ .. _ .„_.....-......M.-- - , _, DESIGN TYPE: TEMPERATURE CONTROL SYSTEM MC Mc MECHANICAL CONTRACTOR TO HIRE LANDLORD'S CONTROLS CONTRACTOR TO FURNI5H DDC CONTROLS. • DIVISION OS-OPENINGS TOILET EXHAUST FAN MC MC REVISIONS: METAL DOORS,FRAMES AND HARDWARE E/G EOG REFER TO DNR SCHEDULE.G.C.TO STRIP,SAID,PATCH 4 REPAIR EXISTING METAL DOORS TO LIKE NEW'CONDITION TOILET EXHAUST DUCTWORK AND ROOF CAP TIC MC REWIRED sv. OaTE ACCESS PANELS G G AIR BALANCE REPORT TIC TIC °PROJECT)REPAIR/CLEAN TO LIKE NEIN .00CONDITION(GACA TO CADET 0O ALLOWANCE FOR BASKET REPLAMEN CET IN BID,cosi TO BE JUSTIFIED 4T THE DIVISION 24IDMSION 25-(NOT USED) _ uuOGaO CONNENTI 04./20.STOREFRONT GLAZING SYSTEM FIG E/4 END OF THE LOCK ES(EXTERIOR RS) E G N.C.TO CHANGE AT TIME OF TURNOVER, A WITH PROJECT MANAGER DIVISION 25-ELECTRICAL/OIVISION27-CIMIUMCATONS/DIVISION 28-ELECTRONIC SAFETY AND SECURITY MAIN STOREFRONT ENTRY DOORS AND HARDWARE FOG E/4 .TO PATCH/REPAIR/CLEAN TO'LIKE NEW'CONDITION.G.C.TO CLEAN,RE-OIL AND RE-GREASE AT HINGES,LOCK...,DOOR CLOSURES,ETC. RCS ITCH/OVERCURRENT PROTECTION IN LANDLORDS ELECTRICAL E E TENANT ELECTRICAL METER E 1 DIVISION09-FlNISHES VICE CONDUIt CEILINGS G G MAIN SERVICE WIRING E E I PAINT G G REFER TO FINISH SCHEDULE TELEMIONE CONDUIT AND PULL STRING TO SPACE E E I WALL COVERING O G REFER TO FINISH SCHEDULE TELEPHONE CONDUIT AND PULL STRING FROM SNB TO BOARD E/EC E/EC EC TO EXTEND EXISTING TO TELEPHONE BOARD LOCATION • • • FLOORING Gro G • TELEPHONE WIRE FROM LANDLORD RPJn TO TEUANT BOARD E/EC E/Ec EC TO TEND EXISTING TO TELEPHONE BOARD LOCATION wpcATES NO RB451ONTO THIS SHEET EX WALL BASE G 4 TENANT ELECTRICAL PANELS E E REFER TO SHEET 64.0 DRAWN BY: AMA WALL TRIMS 4 G NEIN WALL TRIM PROPOSED FOR SALES AND FITTING ROOM AREA ONLY TENANT ELECTRICAL TRANSFORMERS E E EXISTING TRANSFORMER TO REMAIN CHECKED BY:ELM EXTERIOR STOREFRONT FINISHES E - HVAC POWER CONNECTION AND DISCONNECT EC EC GYPSUM BOA TENANT SEPARATION PARTITIONS E G G.C.TO PATCH AND REPAIR EXISTING DRYWALL FINISHES AS REWIRED TO ACHIEVE LIKE NEW CONDITION AND TO MAINTAIN FIRE RATING CCNDU WIRING AND DEVICES E/EC E/EC GYPSUM BOARD G G LEVEL 4 FINISH LIGHTING FIXTURES/LAMPS E/O E/EC 4 e LIGHTING AND SIGNAGE CONTROLS E/EC E/EC MALL FLOORING 4 G OBTAIN FROM MALL OPERATIONS(COORDINATE WITH LL PRIOR TO BID) TELEPHONE PANEL EC EC FLOOR TRANSITION STRIPS G G REFER TO T.NSITION DETAILS SHEET E/W CORNER GUARDS G G REFER TO DETAIL G/ALAI TELEPHONE,DATA, ND...RI',CABLING E/EC E/EC CAT 6E IS REQUIREDCABLING-CABLE BY EC,FOR ALL LOW VOLTAGE PUNCH DOWN BY OWNER ( - ) ., .. H. ,., .._ FIRE ALARM SYSTEM EC EC MIRRORS O G REFER TO FINISH SCHEDULE(GLASS PANELS AND WOOD TRIM SUPPLIED 4 INSTALLED BY OWNER,G..TO INSTALL) SHOPPER TRACK CONDUIT AND WIRING EC EC DIVISION IB-NPEpALTES -•*•'-V _ DRAWING TITLE' STOREFRONT SIGNAGE O c IG TU.RESPOIIILMIN NSIBILITY MATRIX DELINEATES, I IED-MEAN D DELIVER TO PROJECT,FREIGHT ON BOARD TRUCK I2,11 ICONTRRAAACTOR EXISTING CON S ACCEPTABLE FOR ALL NEW WOR AND LAORD 5 SUPPLIED o °" I. CONTRACTOR IS RESPONSIBLE'FOR UNLOADING r RESPONSIBILITY _.. ..., BI BO .,,.___ ___.., a.�.AAAA..-.,,a,�.,,, AND L4 INSTALLED Ens LET OIF"PPE FIBS AT PARO`J FROM INSPECTION AND UNLOADING O COORDINATE SCHEDULE �"MSUN URC° ED THRWGH DESIGNATED TO CO,PL IN PL E, NT NDED USE FR DR R CONSTRUCTIONNDAD PP SCHEDULE SB DS ._._._._.__. ITEMSSUPPLIER"p ITEMS JEP": ,TE - EXISTING LA K TO BE VERIFIED BY G.C. PURCHASEFROMSPECIFIED VENDOR AND RESPONSIBLE FOR SIGNAGE INTERIOR SIGNS AND GRAPHICS O G G.C.TO PROVIDE BLOCKING/REFER TO APPROVED SIGN SHOP DRAWINGS 3,NOESUBSTITUTIONS OF ANY OMATERM.E.P DRAWINGS FOR IALS OR ITEMS SPECIFIED ECIFIEO IN DCOORDINATION EOCONDUR?ANp J-BOXES AS REQUIRED IES REEFERS TO DRAWINGS. NO SU05nNRIONEi OF ANY MATERIALS OR ITEM SPECIFIED N SIGNAGE-ACCESSIBLE,HVAC AND SERVICE DOOR G G PER TENANT CRITERIA AND LOCAL CODES DOCUMENTS ARE ARE PERMITTE U.N.O.<APPROVED BY THE HONER. APPROVED BY Tv(OWNER. THE DOCUMENTS ARE PERMITTED, b.CONTRACTOR IS BLOCKING FOR SIGNAGE AND AWNINGS G G cc.TO COORDINATE DID REWIRED AND INSTALL SATE WITH UUTCCKls PREFERRED VENDOR BY WEEK z OF CONSTRUCTIONS 4 HOURSN 24 SING ITEM DATE ISSUED: _ __ __.- �____ _ANLL_._ (__ _ _ _ ._ H7.TlWITursTTMlSET-UP°BY CONTACTOR RREQUIRED To BEA"COMPLETED BY WEEK IROF MISSINGIRED TO UNWRAP 4 INSPECT ALL OWNER SUPPLIED MATERIAL, 04/07/17 LADING GAS MUST BE TURNED ON PRIOR TO CO. VINYL WINDOW GRAPHICS 0 0 GC.TO COORDINATE PROJECT NO: FIRE EXTINGUISHER(5) E/G E,4 AS PER LOCAL GOOE,QUANTITY AND LOCATION PER FIRE MARSHALL(2_A DR 2_4/ID BC) 170128 FITTING ROOM CURTAINS o G 2,6 PARTITION CURTAINS 4 HARDWARE TO BE PROVIDED BY OWNER • _ DRAWING NO: G1 .2 RESPONSIBILITY SCHEDULE A 0 REGULATIONS 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. CODE SUPPLIED INSTALLED MATERIAL MANUFACTURER DESCRIPTIONOWNER: I. THE CONTRACTOR SHALL HAVE EVIDENCE OF CURRENT WORKER'S COMPENSATION INSURANCE ON FILE 6. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS LOCATION/NOTES IN COMPLIANCE WITH LOCAL CODE. AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPANCIES BETWEEN ARCHITECTURAL 2. BEFORE COMMENCING WITH THE WORK, THE G.C.SHALL SHOW EVIDENCE OF ALL THE INSURANCE DRAWINGS AND ENGINEERING DRAWINGS,OWNER SHALL BE IMMEDIATELY NOTIFIED IN WRITING. NOTE G.GENERAL CONTRACTOR,0-UNTUCKit/OWNER AND E-EXISTING UNTUCKit► REQUIREMENTS. 7. IF ANY ERRORS OR OMISSIONS APPEARS IN CONTRACT DOCUMENTS CONTRACTOR SHALL NOTIFY 3. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL LANDLORD REQUIREMENTS AND SHALL BE OWNER IN WRITING OF SUCH ERRORS OR OMISSIONS. SHIRTS DESIGNED TO RESPONSIBLE FOR COMPLIANCE WITH SAME. THE CONTRACTOR SHALL INVESTIGATE LOCAL CODES B. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF CHU, CONCRETE COLUMNS OR GRID LINES AND BE WORN UNTUCKED. AND PROCEDURES AND SHALL COMPLY WITH ALL REQUIREMENTS. FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED OR DETAILED. CABINET OPENING DIMENSIONS CEILINGS 4. SIGN CONTRACTOR TO OBTAIN SIGN PERMITS FROM BUILDING DEPARTMENT AS APPLICABLE. AN ARE TO FACE OF FINISH GYP.BD. CLG-I G G GYPSUM BOARD N/A 5/B"SUSPENDED GYPSUM BOARD SALES FLOOR, FITTING ROOMS AND HALLWAY/CORRIDOR 379 WEST BROADWAY IDENTIFYING STICKER MAT BE INSTALLED, PROVIDING IT CANNOT BE SEEN BY PASSERSBY. 9. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS,VERIFY ALL DIMENSIONS AND FIELD CONDITIONS NEW YORK,NY.10012 5. THE CONTRACTOR SHALL CONTACT LANDLORD REPRESENTATIVE BEFORE CONSTRUCTION COMMENCES. AND CONFIRM WORK 15 BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ETC.SHALL BE .,. 'KO,AT.0\ •�� ,,..r,uy.� �.. �.,,.rTy. 2, „err L, �r 6. ALL CONDUIT, EQUIPMENT AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST IMMEDIATELY REPORTED TO THE ARCHITECT/OWNER FOR CLARIFICATION PRIOR TO PERFORMANCE -S Y C 6 OF ANY WORK IN QUESTION. cc '( a6O"�""u"i ARCHITECT/ENGINEER: SAFETY RULES AND REGULATIONS OF ALL AUTHORITIES AND AGENCIES HAVING JURISDICTION. )" 7. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT 10.COLUMN CENTER LINE(OR GRID LINES)ARE SHOWN FOR DIMENSIONS. VERIFY EXACT LOCATIONS IN ACOUSTICAL GRID:TYPE I, PRELUDE XL 15/16"EXPOSED TEE SYSTEM,COLOR:WHITE TILE:CORTEGA 3747 LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES FIELD. CLG-3 G G TILE ARMSTRONG SUSPENSION GRID SYSTEM (0023 FIRE RATED),24"04501/2"NON-DIRECTIONAL, COLOR,WHITE AND ORDINANCES. II. OWNER'S REPRESENTATIVE AND TENANT ARE THE SAME FOR PURPOSES OF THESE DRAWINGS. IIB. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS. ,( -,^ ,`,� "'C^ -- 9. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATIONS AS BUILDING ENVELOPE '"` G'N.l` V -""'+^'•Y J"'�-"-°J X"'"-_'� ^C 'u ^,y,�,v,.,.,y.L.,�e� Q Q DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. I. ALL OPENINGS, FLASHINGS, COUNTER FLASHINGS, AND EXPANSION JOINTS SHALL BE WATERTIGHT. CLG-5 G G GYPSUM BOARD - EXISTING G.C.TO PATCH/REPAIR AS REQUIRED TO ACHIEVE'LIKE-NEW'CONDITION, AS REQUIREDVIF . ... u 11 a 2. ALL OPEN JOINTS, PENETRATIONS AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE JOB SITE OPERATIONS SEALED,CAULKED,GASKETED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. I. DURING ALL PHASES OF WORK DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT 3. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS,CONDUIT, OUTLETS, SWITCHES, ETC.ON m w AND NEIGHBORING TENANTS. BOTH SIDES OF CROSSING/PENETRATING WALLS WITH THERMAL AND ACOUSTICAL INSULATION. PAINT O g 3 2. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT,CLEAN AND ORDERLY CONDITION UPON THE 4. ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED AND COORDINATED WITH THE COMPLETION OF THEIR WORK ON A DAILY BASIS. AREA OF WORK TO BE DUSTED, SWEPT AND LANDLORD PRIOR TO CUTTING/CORING. P-14 G G PAINT SHERWIN WILLIAMS SW 7005 PURE WHITE INTERIOR LATEX:EGGSHELL MOPPED TO SAME CONDITION AS START OF WORK. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE G.G.SHALL BE RESPONSIBLE FOR REMOVAL P-IB G G PAINT SHERWIN WILLIAMS SW 7005 PURE WHITE INTERIOR LATEX.SEMI-GLOSS(AT DOOR LOCATIONS) 1 y AND DISPOSAL OF ALL TRASH, INCLUDING TRASH GENERATED FROM DINNER FURNISHED ITEMS AND P-IC G G PAINT SHERWIN WILLIAMS 5W 7005 PURE WHITE INTERIOR LATEX:FLAT(AT CEILINGS t 8Y OWNERS CONTRACTORS FOR THE DURATION OF THE PROJECT. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE ACTUAL FIELD CONDITIONS ) v , 3. ALL EXISTING WORK NOT IN THIS SCOPE OF WORK SHALL BE MAINTAINED IN ITS ORIGINAL SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE PROCEEDING WITH ANY WORK. P-2A G G PAINT SHERWIN WILLIAMS SW 9176 DRESS BLUES INTERIOR LATEX:EGGSHELL v CONDITION, U.N.O.PROTECT WORK FROM DAMAGE RESULTING FROM THIS WORK. 4. REMOVE ALL ABANDONED IMPROVEMENTS, INCLUDING ELECTRICAL AND MECHANICAL, U.N.O. P-34, G G PAINT SHERWIN WILLIAMS SW 7069 IRON ORE INTERIOR LATEX:EGGSHELL MATERIALS • GENERAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE P-4C G G PAINT SHERWIN WILLIAMS SW 6255 TRICORN BLACK INTERIOR LATEX FLAT I. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR CONDITIONS AFFECTING THE WORK.ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTSO NOT IN CONTRACT, THE G.G.SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO THESE ITEMS. OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE P-5C G G PAINT SHERWIN WILLIAMS SW 7643 PUSYWILLOW INTERIOR LATEX:FLAT 2. G.C.SHALL BE RESPONSIBLE FOR COORDINATION WITH OWNER'S REPRESENTATIVE TO PROVIDE A 11.1 i CONTRACTOR'S BID.SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING NO SUBSTITUTIONS ALLOWED.REFER TO SHEET A5.2 FOR PAINTING AND PRIMER SPECIFICATIONS.PROVIDE PREMIUM GRADE PRIMERS RECOMMENDED BY PAINT MANUFACTURER FOR '3 TIMELY ARRIVAL OF ALL MATERIALS, EQUIPMENT AND OTHER SUCH ITEMS TO BE UTILIZED ON THIS CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE O SUBSTRATES INDICATED AND FOR DRAWINGS AND SPECIFICATIONS.FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE FINISH SYSTEMS SPECIFIED. U xx PROJECT(OWNER-PROVIDED OR OTHERWISE). G.C.SHALL NOTIFY OWNER'S REPRESENTATIVE IN CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. C Z N WRITING WITHIN 5 DAYS OF DATE OF APPROVED WORK AUTHORIZATION OF THOSE ITEMS THAT MAY NOT BE READILY AVAILABLE. IF NOTIFICATION IS NOT PROVIDED TO THE OWNER'S y REPRESENTATIVE, THE CONTRACTOR ACCEPTS RESPONSIBILITY FOR THE PROPER ORDERING AND WALL COVERING I E1! FOLLOW-VP OF SPECIFIED ITEMS AND WILL PURSUE WHATEVER MEANS NECESSARY AT NO G.C.TO FIELD VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF INC-1 0 G WOOD - L y ADDITIONAL C05T TO OWNER. WORK.IF GENERAL CONTRACTOR FINDS ANT DISCREPANCY IN DRAWING SET OR DURING FIELD TONGUE t GROOVE WOOD SLATS WHITE WOOD PLANKS PAINTED P-14.PAINT WALL BEHIND P-IA PRIOR TO INSTALLING ` 3. CONTRACTOR TO ENSURE AVAILABILITY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE A VERIFICATION THE GENERAL CONTRACTOR IS TO CONTACT OWNER'S REPRESENTATIVE VIA PHONE BREWSTER HOME Q¢w HARDSHIP TO THE OWNER AND NOT DELAY PROGRESS OF THE WORK. NO EXTENSION OF TIME (OR EMAIL)PRIOR TO COMMENCEMENT OF ANY FURTHER WORK AFTER DISCREPANCY HAS BEEN WC-2 0 G WALL PAPER FASHIONS WINE CRATE WALL COVERING APPLY TO WALL AT SALES/NON-SALES OPENING.CONTINUE INTO HANGING NICHE Y SHALL BE PERMITTED. IDENTIFIED. FAILURE TO DO 50 PLACES SOLE RESPONSIBILITY ON THE GC. FOR ANY WORK DONE 4. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE, INVENTORY, STORE AND SECURE ANY OWNER REGARDING THAT MATTER. WHITE-PEBBLE SURFACE P-100 FURNISHED ITEMS(OF:)SUPPLIED AND DELIVERED TO THE JOBSITE, OR OTHER AGREED UPON WAINSCOTING WITH M370 EDGE CAP, M350 y' LOCATION,AND FORWARD THE RECEIVING DOCUMENT(S)TO THE OWNER FRP-I G G (FRP) MARLITE INSIDE CORNER, M360 OUTSIDE TOILET ROOM(S), MOP SINK WALL(5)AND DRINKING FOUNTAIN WALLS 5. THE CONTRACTOR SHALL LEAVE WITH STORE MANAGER ONE(I)GALLON OF PAINT OF EACH COLOR CORNER AND M365 DIVIDER 0 9 0 FOR FUTURE TOUCH-UP WORK. CO$ro 6. NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE DOCUMENTS ARE PERMITTED, U.N.O.AND APPROVED BY OWNER. FLOORING 7. ANT WOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED. INTERIOR FINISHES SHALL NOT EXCEED A FLAME SPREAD RATING OF 25 AT EXIT CORRIDOR MANNINGTON AMTICO RECLAIMEDSALES FLOOR;RANDOM STAGGER.APPLICATION METHOD:DIRECT GLUE-DOWN.FOLLOW B. G.G.RESPONSIBLE FOR COORDINATION OF ALL OWNER PROVIDED VENDORS FOR DELIVERY INCLUDING, FC-I 0 G MILL, INC. OAK 6"X 36"LVT PLANK MANUFACTURER'S FLOOR PREPARATION AND INSTALLATION INSTRUCTIONS.ADHESIVE TO BE AND RETURN OF ANY EXCESS MATERIALS SUPPLIED BY G.C. DRAWINGS NON-SALES:STOCK ROOM,HALLWAY/CORRIDOR AND TOILET ROOMS-IMPERIAL TEXTURE, 1/4 TURN • I. ALL CONTRACTORS, SUBCONTRACTORS,VENDORS AND MATERIAL SUPPLIERS SHALL BE FC-10 G G VINYL TILE ARMSTRONG 12"012"STANDARD EXCELON VCT INSTALLATION, CLEAN, POLISH AND WAX PRIOR TO TURNOVER.(DRITAC 6200 PREMIUM FLOORING °xrns ReerKOrRe sT.TSo oeswx ennEw° RESPONSIBLE FOR REVIEWING THE COMPLETE SET OF DOCUMENTS AS SHOWN IN THE SHEET INDEX. 'SANDY BEACH'NO.51929 ADHESIVE BY G.C. -NO SUBSTITUTIONS)VERIFY LL REQUIREMENT FOR WATERPROOF MEMBRANE, IF FAILURE TO REVIEW CONSTRUCTION DOCUMENTS WILL NOT RELIEVE ANY CONTRACTORS, REQUIRED USE LATICRETE 9235 OR APPROVED EQUAL SUBCONTRACTORS,VENDORS OR MATERIAL SUPPLIERS FROM PERFORMING WORK OR PROVIDING MATERIALS REQUIRED FOR THE COMPLETION OF THIS PROJECT AS DEFINED WITHIN THE DOCUMENTS NON-SALES.STOCK ROOM AND HALLWAY/CORRIDOR(IF ALLOWED BY CODE)AS REQUIRED BY CODE; AT TIME OF BID. FC-II G G VINYL TILE ARMSTRONG 12"012"STANDARD EXCELON VCT IMPERIAL TEXTURE-CLEAR PATH AND CLEAR AREA IN FRONT OF ELECTRICAL EQUIPMENT;CLEAN, 2. G.G.SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. ANY DISCREPANCIES SHALL 'HOT LIPS'NO.57515 POLISH AND WAX PRIOR TO TURNOVER.(DRITAC 6200 PREMIUM FLOORING ADHESIVE BY GC. -NO BE BROUGHT TO THE OWNER'S ATTENTION(VERBALLY 4 DOCUMENTED IN WRITING)BEFORE SUBSTITUTIONS) STORE NO: PROCEEDING WITH WORK. .'ALL..AT6..'_B..R..16 - 3. SHOULD A CONFLICT EXIST BETWEEN THE CONSTRUCTION DOCUMENTS AND/OR THE SPECIFICATIONS f' E C {.1TZY LE'.SC UNE Q CLCCU"IC LINE,^N10'"CC D"1CCTLY!^R"'L"`ID..O^D THE OWNER'S REPRESENTATIVE SHALL BE INFORMED(VERBALLY t DOCUMENTED IN WRITING)OF PROJECT LOCATION. THIS DISCREPANCY IMMEDIATELY, AT WHICH TIME OWNER'S REPRESENTATIVE SHALL PROVIDE DIRECTION AS TO HOW TO PROCEED. ., ,^ 1 � ,.,,,,,,,,, 1 ,,,w,",,,„.,6,,,"_ , , :,,,,,..6,,....,-,,,,,,,N`,., ^„",a , ,, WASHINGTON SQUARE 4. INSPECT SITE AND VERIFY FIELD DIMENSIONS BEFORE COMMENCING WITH CONSTRUCTION. NOTIFY DINNER'S REPRESENTATIVE AND LANDLORD IMMEDIATELY IF THERE ARE ANY DISCREPANCIES. 9585 SW WASHINGTON WALL BASE SQUARE RD SPACE#F01 B-I G G WOOD MILLWORK VENDOR 3/4"x 7"CLEAR POPLAR SALES FLOOR-SCRIBE TO 6'(AT HIGH POINT);PRIMED, FINISH AS PER SPECIFICATIONS ON SHEET A5.2 PORTLAND,OR 97223 GENERAL NOTES L 6-2 G G VINYL ARMSTRONG 4°COVE BASE;'JET BLACK' NON-SALES:STOCK ROOM, HALLWAY/CORRIDOR AND TOILET ROOMS NO.60 DESIGN TYPE: DOOR INFORMATION FRAME INFORMATION WALL TRIMS - MARK FIRE HEAP/JAMB NOTES I I I I I I REVISIONS' LOCATION NOMINAL SIZE MATERIAL FINISH MATERIAL FINISH HDWR. RATING DETAIL MIRRORS REQUIRED Br PR.3 (E)TEMP.GLASS (E) _ - EXISTING ENTRY DOOR TO REMAIN WITH ALL DOOR HARDWARE. //�� - DATE 101 ENTRY 9 3/a,, x (E)ALUM. A ,-,� I /"\urvoLORocornrvErvrs 3/4" /ALUM. GLASS/MIL. - LOCKSET TO BE REKETED 102 SALES/ 3'-0°x]'-0' 0 WOOD P-IB WOOD P-IB - - B 0426.17 NON-5ALE5 3/4" SPECIAL FINISHES 103 TOILET ROOM 3'-2''' 0 2''''''' 0 HOLLOW METAL P-IB HOLLOW METAL P-IB - - 0 SF-14 E - GLASS STOREFRONT GLAZING EXISTING STOREFRONT GLAZING TO REMAIN.G.G.TO CLEAN TO'LIKE-NEW'CONDITION 13/4" 104 SERVICE 3'-O"3/4,0"x HOLLOW METAL P-IB METAL P-113 - - F SF-IB G G GLASS - STOREFRONT GLAZING NEW STOREFRONT GLAZING TO MATCH EXISTING k C C CV CC D'CIl'T'-NC01'E. C3 C7"1C CTOFC-t0'I"D cry-1!"100.IG TO 1E-A-4.L.S.TO C_C/'I TO'..'RC I,Ei"YO"ID'T O. ' .yr.,-,rrn„rrnen,-,.,inirtnr.1 rn^„,,,,,n.l rn„n-re,„ ^r,.,r r r rn r,.rr^,.-TAT,r("3 nmn(-3 ', 'w'^' nvac rvx., TnM mutION m 61.6.441av,cr,Nr rr m al arrvxrnrlr/N1 nun ALUMINUM ..... u�.r V •INOICAr*S NO PEMIONTO TH. T SHe C C CB '✓:I PC B'CC" LIE CYBRCC._B T C..6 Y ,Yh+C-,_6,"N.,1 CB F'OCITC.1smFE,'*S-�r*BC,. e MATERIAL DRAWN BY: AMA SF-3B G G BRAKE METAL - STOREFRONT NEW WHITE BRAKE METAL PANEL. CHECKED BY:ELM SF-4A 0 G OPAQUE FILM - STOREFRONT eNEW WHITE FILM APPLIED TO(E)STOREFRONT GLAZING.FINISH TO MATCH WHITE BRAKE METAL.FILM • TO BE APPLIED TO INTERIOR SIDE OF GLAZING ONLY. MISCELLANEOUS FINISHES A. (E)EXTERIOR ENTRY DOORS-HARDWARE SUPPLIED AND INSTALLED BY GO. DOORS SHALL BE OPERABLE FROM WITHIN WITHOUT THE USE OF ANY SPECIAL PVC SYNTHETIC HARDWARE: KNOWLEDGE OR EFFORT WHEN THE SPACE IS OCCUPIED MC-I O 0 LEATHER DARK BEIGE CASHWRAP MILLWORK FINISH EXISTING HARDWARE TO REMAIN U.N.O. G.C.TO ENSURE PROPER FUNCTION AND REPAIR/REPLACE IN KIND IF REQUIRED. B. SALES/NON-SALES DOOR:UNFINISHED DOOR, FRAME t HARDWARE-SUPPLIED, INSTALLED NOTE: NOTE:ALL WALL-COVERINGS TO BE CLASS'B'RATED OR BETTER. 4 FINISHED BT D.C. I. G.C.TO PROVIDE ALL FINISH HARDWARE(U.N.O.),NOT SUPPLIED BY OWNER, BUT NOT HARDWARE. LIMITED TO,HINGES, LOCKSETS,CLOSURES, STOPS, THRESHOLDS, SILENCERS, PUSH PLATE:IVES NO:5200 3.5"X IN", FINISH 619 WEATHER-STRIPPING,CYLINDERS MASTER-KEYED, PUSHERS, PULLS, KICK-PLATES, ETC.U.N 0 PULL, TOD 2. FOR FIRE RATED OPENINGS-PROVIDE UL TESTED AND LISTED HARDWARE ALL HARDWARE DOOR STOP:ROCKWOOD 3445, FINISH 649 SHALL COMPLY WITH ACCESSIBILITY GUIDELINES. SILENCERS,3 EACH, FINISH 6,141 3. SIZE AND MOUNT UNITS TO COMPLY WITH MANUFACTURERS RECOMMENDATIONS FOR THE HINGES: /2 PAIR,BOMMER, 4 I/2°X4 I/2",EBB5000 STANDARD WEIGHT,AVERAGE EXPOSURE CONDITION.REINFORCE THE SUBSTRATE AS RECOMMENDED. FREQUENCY, FULL MORTISE, BALL BEARING HINGE, FINISH STAINLESS STEEL 4. INSTALL EACH HARDWARE ITEM TO COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. CLOSER:SARGENT MEG.CO.31431 SERIES, AN51/BHMA AI56.4 GRADE, FINISH 619KEYING TO BE AS DIRECTED BY OWNER'S INSTRUCTION.PROVIDE KEYS IN QUANTITIES TO BE KICKPLATE:ROCKWOOD KI050, HEAVY DUTY B"X343, FINISH 619 ESTABLISHED BY OWNER. D.TOILET ROOM DOOR.UNFINISHED DOOR, FRAME 4 HARDWARE-SUPPLIED, INSTALLED 4 5. ALL HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34"TO 44" FINISHED BY G.C. A.F.F.AND SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE WITHOUT HARDWARE: MEANS OF TIGHT GRASPING, PINCHING,OR TWISTING OF THE WRIST. DRAWING TITLE: PRIVACY SET:SCHLAGE SHOD BATH/BEDROOM PRIVACY LOCK, JUPITER LEVER HANDLE, 6. EXISTING DOORS TO BE REPAIRED TO'LIKE NEW'CONDITION FINISH 619 GENERAL HINGES:11/2 PAIR:SOMMER, 4 1/2"X4 I/2", aBB5000 STANDARD WEIGHT, AVERAGE FREQUENCY, FULL MORTISE,BALL BEARING HINGE, FINISH STAINLESS STEEL NOTES, DOOR DOOR ERRO SH HFINISH 619 4' DAND FINISH OER STS:S,3 EACH, FINISH. 5Iq CLOSER:SARGENT MFG.CO.31431 SERIES, ANSI/BHMA A1564 GRADE, FINISH 619 KICKPLATE:ROCKWOOD KI050, FINISH WPC SCHEDULES F. SERVICE DOOR:UNFINISHED DOOR, FRAME 4HARDWARE-SUPPLIED, INSTALLED 4 FINISHED BYG.C. HARDWARE: DATE ISSUED: LOCKSET:PANNEX X71210F000F BATTERY POWERED EXIT CONTROL DEVICE WITH OUTSIDE KEY 04/07/17 4,, CONTROL CYLINDER 0316505A5C2.DEVICE IS NOT EQUIPPED WITH A DELAYED EGRESS LOCK.ESCUTCHEON WITH PULL 5703PLTDIOF HINGES:11/2 PAIR;BOMMER OR EQUAL, 4 I/2"X4 1/2", BBB5004N HEAVY WEIGHT BALL BEARING WITH NON-REMOVABLE PIN, FINISH 260 PROJECT NO: CLOSERS:LCN CLOSERS 4000 SERIES INTERIOR MOUNT, FINISH 260 E EXTERIOR THRESHOLD:PEMKO K255A, BLACK FINISH 170128 EXTERIOR LATCH PROTECTOR,IVES LOCK GUARD BLGI0, 9 I/2°x2 I/2", FINISH 05320 ONE WAY VIEWER:IVES ONE WAY DOOR VIEWER 36955, ADJUSTABLE FROM 13/0"TO 2 I/O" THICK DOORS, FINISH 26D.TWO REQUIRED:MOUNT ONE AT 42"AND ONE AT 60" DOOR IDENTIFICATION SIGN.COORDINATE SIZE AND COLOR WITH MALL OPS. DRAWING NO' DOOR AND FRAME SCHEDULE F J FINISH SCHEDULE A I. G .TO PROTECT ALL EXT'G FIREPROOFING t REPAIR AS REQUIRED TO MAINTAIN EXT'G II. GENERAL CONTRACTOR SHALL VISIT JOB SITE AND BE FAMILIAR WITH LANDLORD'S OWNER: RATING. REQUIREMENTS AND EXISTING CONDITIONS.NO ALLOWANCE WILL BE MADE FOR EXTRAS DUE 2TO FAILUREFAILURE TO EDETERMINE . G.C.SHALL PROTECT ALL EXT'G.CONSTRUCTION DESIGNATED TO REMAIN.ANY DAMAGE REQUIREMENTS TOR'S IMPOSED BY TOHE LANDLORD, EXISTINGVISIT THE JOB ITENCDONDITIONS/OR OR OTHER AUTHORITIESLL INCURRED AS A RESULT OF G.C.'S FAILURE TO PROTECT THESE ITEMS SHALL BE REPAIRED UNTUCKit,- OR REPLACED TO OWNER'S SATISFACTION AT THE G C.'5 SOLE EXPENSE. 12.COORDINATE ALL DEMOLITION EFFORTS WITH THE MALL OPERATIONS MANAGER. SHIRTS DESIGNED TO 3 COORDINATE ALL DEMOLITION AND REMOVALS WITH THE FULL SCOPE OF NEW WORK AS 13.NO CONDUIT, SPRINKLER, DUCTWORK, WIRING, PLUMBING ETC.SHALL BE LEFT STRANDED IN BE WORN UNTUCKED. INDICATED IN THE DRAWINGS.PRIOR TO COMMENCEMENT OF THE WORK,G.C.SHALL NOTIFY THE SPACE.ALL OF THE ABOVE MUST BE CONNECTED TO TENANTS WORKING SYSTEMS OR 379 WEST BROADWAY THE OWNER/ARCHITECT OF ANY DISCREPANCIES FOR INTERPRETATION/DIRECTION. ELSE DEMOLISHED AND REMOVED. NEW YORK.NV.10012 4. G.C.SHALL COORDINATE WITH LANDLORD PRIOR TO COMMENCEMENT OF DEMOLITION WORK 14 CONTACT MALL OPERATIONS MANAGER BEFORE REMOVING A�CONDUIT, WIRES,OR CABLES, ALL PROCEDURES(E.G.SCHEDULING OF ACTIVITIES,SHUTDOWNS, ETC.)AND LOCATION OF IF THE ORIGIN CANNOT BE DETERMINED FROM WITHIN THE TENANT DEMISED SPACE. ARCHITECT(ENGINEER: DUMPSTER FOR DISPOSAL OF ALL REMOVED ITEMS. I5.CONTACT MALL OPERATIONS REGARDING TRASH DUMPSTER RENTAL AND SITE LOCATIONS. 5. G.G.IS REQUIRED TO CHECK IN WITH THE LL'S ON SITE PROPERTY MANAGER PRIOR TO THE E o START OF TENANT CONSTRUCTION.NO WORK CAN COMMENCE UNTIL A PRECONSTRUCTION 16.AFTER ENTIRE DEMOLITION TENANT G .TO CONSULT SITU UNTUCKI!'S PROJECT MANAGER il 3 v MEETING IS HELD. PRIOR TO COMMENCEMENT OF CONSTRUCTION. Q a U g'g H. 6. ANY DAMAGE TO LL'S PROPERTY DURING TENANT DEMOLITION OR CONSTRUCTION(MALL E E FLOORING,BULKHEAD, NEUTRAL PIERS, ETC.)WILL BE REPAIRED PER MALL SPECIFICATIONS, AT G C. E! I'f' T. ANT EXT'G EQUIPMENT OR COMPONENT IN OR PERTAINING TO THE PREMISES THAT 15 BEING ABANDONED MUST BE DEMOLISHED COMPLETELY AND PROPERLY REMOVED FROM THE PREMISES. I E E � • ./ e. ALL ABOVE GROUND UTILITY LINES NOT TO BE RE-USED MUST BE REMOVED TO POINT OF - ORIGIN. ALL UNDER SLAB UTILITY LINES TO BE CUT,CAPPED AND SEALED PER CODE. 9. ALL ROOF MOUNTED EQUIPMENT ABOVE THE LEASED PREMISES NOT TO BE RE-USED MUST BE REMOVED BY G.C.AT G.C.'S EXPENSE.ROOF MUST BE PROPERLY PATCHED BY MALL i REQUIRED ROOFER.ROOF CURBS MUST BE REMOVED AND ROOF PATCHED-DO NOT CAP. COORDINATE ALL WORK WITH MALL OPERATIONS DIRECTOR. O 10.G.G.SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS.ANY DISCREPANCIES . . ■ SHALL BE BROUGHT TO THE OWNER'S ATTENTION BEFORE PROCEEDING WITH WORK. W NOT USED M DEMOLITION PLAN NOTES DCC q 2 1;'!SG .TO FIELD VERIFY ALL DIMENSIONS I ` ro PRIOR TO DEMOLITION G.G.TO CAREFULLY 6¢- COORDINATE ITEMS THAT ARE TO BE RETAINED, RELOCATED OR REMOVED AND U mN E O OOODISCARDED WITH ELECTRICAL, AND PLUMBING DRAWINGS. V E3 N OVERALL LEASE LINE 3'-112 , 20'-0" 20'_0" II 1/4° 3'-I," LL •LL LL TO LL LOCATION OF(E) «us xErmomes*n,EuoesweprExu. STOREFRONT GLAZING LINE OF MALL TO BE REMOVED- BULKHEAD ABOVE REFER TO TO REMAIN CONSTRUCTION PLAN LEASE LINE I ,r (i%:''a.2 STORE NO: (E)BLACK -. ',`�� Y" ��.3/41 _�\ I PROJECT LOCATION CHANNEL E j�/�� 3*4:21 *. .. �\ I WASHINGTON SQUARE REVEAL TO � REMAIN ® I � (E)DCW SUPPLY t: S 9585 SW WASHINGTON (N.I.c) I - TAP FOR SQUARE RD ADJACENT TENANT 'gg?,,,b'wy`T"'j]�, (E)GMU BLOCK SEPARATION • SPACE TO REMAIN Ox;w SPACE#F01 WALL TO REMAIN I ;q - PORTLAND,OR 97223 (E)5"z5"STEEL TUBE � $:' (E)STOREFRONT SYSTEM ti • COLUMN TO REMAINLEASE LINE HATCHED AREA INDICATES ,,7 1` TO REMAIN �' -- -- -- -— - EXISTING CEILING AND DESIGN TYPE ^�iCCr��IJIJ CEILING SOFFIT TO REMAIN1� `.v __ __ __ -a (E)WALLS TO BE :sl ' 1 (-r �, r 1:0. -- -� �REMQVED �q REVISIONS: LEASE LINE JL -- _� L _IE— LI .•:;• - _- � � _�- _-L_ neoulx[D ev onr[ �F. = - - �t - - 1��II I�� =1L�iLL �11r - - i4 - - �e� F� U (E)b"METAL STUD (E)WALLS TO BE (E)5"z5"STL TUBE - - _ w owxowdxErvrs oazsveo,r SEPARATION WALL TO REMOVED COLUMN TO MAINIr R\ wREMAIN G.C.TO VERI `(E)FLOORING TO BE Na EXACT LOCATN REMOVEDLOCATION OF(E) AFTER DEMO YP.) J C REMOVED FOR NEW I (E)SECURITY PEDEST4L5 y j SERVICE DOOR L INSTALLATION-REFER TO BE REMOVED/ MOM, c " TO CONSTRUCTION PLA J (E) DRING TO BE yqs,� U HI (E)EXIT LIGHT TO miE 14.c.,,,,•?,::::::::::: (E)CEILING TO BE REMAIN + � BA-I TO BE REMOVED ,? CE)PR 3'-0"zq'-I 3/B" TC-1 TO BE / GLASS ENTRY DOORS TO m INDICATES NO nevlsrory TO THIS SHEET -(E)WALLS TO BE (E)VAV-I AT REMOVED REMOVED REMAIN ' REMOVED 16'-2 3/4"A.F.F. - AT REMAIN-REFER REMAIN A'TO ,LL=T--__ 7- LL � - -__- _ 1:1---1-1 TO BEECURITY REMOVEDEDEST LS AFTRODEMOAMIFRNG MIDRAWN BY: AMA (E)ELECTRICAL IIIII''!I L 'Ul, I2'-0"B A.F.F.TO REMAIN. CHECKED BY:ELM PANEL 15.75, ' \ LL---_-�'� I r LL-__-JJr-L REQUIRED LOCATION OIFY FRAMING EQUIPMENT TO ZXA SHEETS _ X ---- ( )3/4ALUMINUM `.'"/ TO ELECTRICAL '� ' , T11 T � LEASE LINE - -- L REVEAL b INE C^ _ ___ rr- -�� (N)6' SEPARATION F(E) -� STOREFRONT GLAZING �^ Z�--- __� L J `1.J- IL L WALL BY LANDLORD. i 4x*x` TO BE REMOVED- Ou '__i Lf� ----�1 1L__--I—1 LEASE LINE GYPSUM BOARD BY REFER TO U L- 1 L J TENANT CONSTRUCTION PLAN I I I I I LEASE LINE I��'� LINE OF MALL BULKHEAD NII IADJAGENT 7ENAN�1 (N)G.METAL STUD (N.1.0) �� ABOVE TO REMAIN (E)SERVICE DOOR TO � � SEPARATION WALL BY ler %�h��%/AOM MA (E REMOVED ■ LANDLORD. GYPSUM BOARD SD BY TENANT la 1 �1.� ' I'� 1 ® I / DRAWING : 11011101101110 • I r I/ DEMOLITION PLAN LIION I �� I`' DATE ISSUED: 04/07/17 PROJECT NO x NORTH 170128 aD DRAVNNG NO: 1/4DEMOLITION PLAN - FIRST AD. 1 ELEVATION SHOWN IS A REPRESENTATION OF INTENT. ACTUAL GRAPHIC ARTWORK IS TO BE SUBMITTED TO GRAPHICS-COORDINATE WITH OWNER: LANDLORD FOR REVIEW BT THE UNTUCKit'S K MALL OPS.PRIOR TO INSTALLING(TYR.) MARKETING DEPARTMENT FOR APPROVAL PRIOR TO P-IB BENINO GRAPHIC AI.I PRODUCTION AND INSTALLATION. TTP. IB'-B 3/B•AC APD UNTUCKit� T.O.BARRICADE SHIRTS DESIGNED TO BE WORN UNTUCKED. 379 WEST BROADWAY NEW YORK,NY,10012 ARCHITECT/ENGINEER: I EE s.s _ " « ss / \ / \ 11 EE E 41 \ i e$ 0.40.k0.40.kFOLD LINE G.C.TO PROVIDE PR.3'-0�BASE PER MALL FOLD LINER BASE PER MALL FOLD LINE FINISH FLOOR REQUIREMENTS X 6'-B•BARRICADE DOORS I REQUIREMENTS t FRAME, PAINT I P-2A 6_24• { 27'-6" R .1.--5.y14 N2 ' 1 l 3 5" l 1 I BARRICADE ELEVATION va•=i-o D CC „ NSR LANDLORD COMMITS-B.C.TO CORRY I) ,..= g' BARRICADE LANDLORD AT O v TENANT'S EXPENSE LPER pHALI CRITERIA. SHEET FOR REFERENCE ONLY (kd E()n11:IMI A' ARM xEEmomEmnhD 1.9.4 CAMERA. 0 C /////!1//////// / ® _ i/E:z// ///////// 9, STORE NO: ;� ,LEASE LINE \ S I I i — •••t•��i� PROJECT LOCATION: I L_ •....Z.rc..rr,..,:,,;.-_ EXISTING DEMISING WALL L_ ddb- • WASHINGTON SQUARE erse/aQQpo \f� �••��'p��.. 9585 SQUARESW RD TON \ � °: SPACE#F01 PORTLAND,OR 97223 NOT USED = P NOT USED NM . -\\\\\ \ / DESIGN TYPE: 1 i _ / /111 STING MALL BULKHEAD A I / REVISIONS: LATE LA A.ANCHORAGE: / REVISION$: REQUIRED ' MA50 -TN 3/e”DIA.HILT(SLEEVE ANCHOR STEEL L TEL,TACK WELD OR 0.205"DIA.PAF @ . O.C. MEL.STUB :I/4"DIA.TEK SCREWS @ 16"O.C. / K LT(741P:_lG.C.TO PR• IDE AN(INSTALL RE. LID DUS BARRIER / AI.I / \uuoiogowraRENrs wne,zolE OVER METAL TVDS SILT AND SPA TO ATCH BARRICADE WAA STUDS.)SECURE•• , I INC BULKHEAD.%�y,}!1 AFTER REMOVAL•F SUPPORTS, -• ,.4,0(STING BULKHEAD TO MATCH EXIST( • I I -- �."A • GC TO_�yy WITH ARCHITECT, 1--.O.BARRICADE. PRI-- LIMITS ITE, IF - I =A-' •� EIGHT EXTENDS ABOVE (3) 10 SCREWS LIMITS IDENTIFIED I j 3-S/B"X 20 GA.MET, ST • AT I6'O.C. WITH 5/5"TYPE'X' BD ALL SIDE) G.C.TO PROTECT TAPED, SPACKLED "—DE.SMOOTH. EXISTING MALL FLOORING _ kJ LEASE LINE TO PREVENT DAMAGE I _ Q. DURING CONSTRUCTION li, 3 7/445"( /B"X IB G• • STUD BRAG- AT 46"OC. H •INDICATES NO REVISIO WITH(4)xB 5•-," AT EA.END. N / 131, CONT.3 5/5"X I A.STUD W/(2)x10 -CREWS EACH LEG I DRAWN BY:N oAMAE T ATTACH PLY ',4D TO BOTTOM TRACK OF B•-RICADE AND ,.JIII I CHECKED BY:ELM / USE BALLAS (SO PSF WEIGHT)ON PLYWOOD EASE TO ILMI ANCHOR •RRICADE TO MALL FLOORING.GC. •ENSURE PROTECT E MATERIAL BETWEEN BOTTOM OF 13,-RICADE �/ AND M• L FLOORING TO PREVENT DAMAGE DURING I *(// CONS'-VCTION. 1S 3 /6'X 10 GA.METAL STUDS AT 16"O.C.WITH I/2" / LYWOOD BARRICADE SECTION Vvvvvvvvvvv ' ' _ K 4 I III I. TENANT G.C.SHALL COORDINATE BARRICADE REQUIREMENTS, LOCATION AND R 3'-O" / /• TALLATION OF CONSTRUCTION BARRICADE WITH MALL OPERATIONS PRIOR TO CO' ENCEMENT OF WORK. //� T 2. G.C.TO •NSULT WITH MALL REPRESENTATIVE FOR HOURS IN WHICH WORK ON 6 L2i',/ 1 BARRICAD-CAN OCCUR_ NEW DEMISING WALL 3. G.G.SHALL C• ERUCT A TEMPORARY BARRICADE(5)AS INDICATED.(NST• L VISQVEEN BACK TO MALL B • HEAD TO CREATE DUST-PROOF CONDITION.BARRIO•.S ARE TO BE ADEQUATELY SECUR .•AND BRACED TO MALL BULKHEAD FRAMING FO' LATERAL STABILITY AND MUST=, STRUCTURALLY SOUND. DRAWING TITLE' 4. PAINT PER DETAILS.REFER •SWEET G1.3 FOR Fl 5C ED E. BARRICADE S. BARRICADE IS TO BE 100%COMPL- E AND RE. --PRIGS TO BE INSTALLED NOT PLAN AND �, MORE THAN TWO DAYS AFTER CONS -UCTIOT.C.TO CONTACT OWNERS DETAILS REPRESENTATIVE UPON COMPLETION T. RAPHICS INSTALLATION. 6. G.C.IS RESPONSIBLE FOR MAINTAINIBAR'-- -•E DURING CONSTRUCTION. 7 REMOVE BARRICADE wHEN 100% 5 RR "ONT -COMPLETE ON THE EVENING BEFORE • G.C.'5 PUNCHLIST IS COMPL : TO DINNER ERIFICATION,AND AFTER DATE ISSUED: LANDLORD APPROVAL IS RE 'RE IS TO BE T'•EN WHEN DISASSEMBLING AND 04/07/17 REMOVING BARRICADE.ON IN RI.- SIDE(STORE SIDE), -APER WINDOWS WITH WHITE CONSTRUCTION PAPER OVER G ING ONLY.TRIM 1/2"OFF '•GES AND TAPE CONTINUOUSLY AROUND PERIA TER WITH WHITE TAPE.G.C.15 0 RESTORE NEUTRAL PIER(S), MALL FLOORING ' D BULKHEAD TO A'LIKE NEW'CONDI •N AND FINISH.REFER PROJECT NO. TO DETAIL VAI.1 BARRICADE CONST GTION SHALL NOT BE USED FOR STORAGE OR SUP-•-T OF ANY B. G.C.SHALL VERIFY CODE REQUIRED MINIMUM EGRESS WIDTHS FOR THE 170128 MALL CONCOURSE ARE MAINTAINED AT TUE CONSTRUCTION BARRICADE. MATERIALS.DO 'OT LEAN ANY ITEMS AGAINST BARRICADE WALLS. WHEN MEASURED TO THE NEAREST KIOSK,VENDING MACHINE, BENCH, DISPLAY OPENING, FOOD COURT OR OTHER OBSTRUCTION, THERE DRAWING NO: SHALL BE A MINIMUM 10'-0"CLEAR TO THE FACE OF THE BARRICADE. A THE BARRICADE SHALL.NOT REDUCE TAN OVERALL AGGREGATE WIDTH A1 . 1 y OF THE MALL CONCOURSE TO LESS THAN 20'-0' NOT USED N RRICADE NOTES (INTERIOR) N.T.S. BARRICADE PLAN B INDICATES WALL TYPE I REFER TO F/AII.2 FOR STUD 512E MATRIX ® INDICATES WALL SECTION DETAIL # DESCRIPTION # DESCRIPTION OWNER: I TO REPLACE AREAS OF EXISTING GYP.BD.WITH NEW 5/8' O LEASE LINE - -- EXISTING TENANT SEPARATION OR CORRIDOR WALL TO REMAIN:S.C.TO PATCH X 6 PC-6`"�EB Be--LCO NE€!B'6^C"BCR O 2 EXISTING STOREFRONT SYSTEM UNTUCKIt® AND REPAIR A5 REQUIRED TO MAINTAIN EXISTING FIRE RATING(I-HR)-G.C. "'� C""""C^"GL""'CD P"^"'^"TG^ N'D'""^D"""' TYPE'X'GYP.80.IF N PARTIAL HEIGHT PARTITION: 3 5/8', 5/B"FLANGE METAL STUDS AT 3 GC.TO PRESERVE AND PROTECT EXISTING LANDLORD AND ADJACENT TENANT CONSTRUCTION,REPAIR 23 NEON SIGNAGE-COORDINATE WITH UNTUCKit PROJECT MANAGER EXPOSED IN FINISH PROJECT(SALES FLOOR ONLY)-GO TO FIRE SAFE ALL '""s"""""% 16'O.C. G.C.TO INSTALL 5/8"GYP.BD.BOTH SIDES AND TOP OF AS NEEDED,AND FINISH TO'LIKE NEW.CONDITIONS PER LANDLORD REQUIREMENTS. SHIRTS DESIGNED TO Al I VOIDS, FIRE TAPE AND CAULK AS REQUIRED.NOTE:IF TENANT SEPARATION WALL.TOP OF WALL AT 9'-0"A.F.F.OR 8'-0' A.F.F.REFER TO SHEET (])C^"�-' """"' '` "'.,c,""•"'"""-`CTC"ro"1L BE WORN UNTUCKED. WALLS STOP SHORT OF DECK ABOVE G.C.TO INSTALL 2"X4"WELDED WIRE MESH AI0.1 4 EXISTING COLUMN TO REHAIN.G.C.TO PROTECT DURING CONSTRUCTION AND MAINTAIN ANY RATING 25 ALIGN WALLS O FROM INSIDE TENANT SEPARATION WALL TO DECK ABOVE.G.C.TO ENSURE B CONCRETE MUST BE LEVEL AND CLEAN OF ANY FOREIGN MATERIALS PRIOR TO INSTALLING NEW 379 WEST BROADWAY WELDED WIRE MESH IS SECURELY ATTACHED -,111'16 FM'E"T'ON '7./0", 10'\.MET\L S`LDS 'T'U'O.C.6.C.TO S FINISHED FLOORING.GC.TO PERFORM MOISTURE VAPOR EMISSION TEST BEFORE INSTALLING ANY 26 2.6,2.448'METAL CORNER GUARDS MOUNTED AT TOP OF BASE-NON SALES AREA 16 GA.GALVANIZED, NEW YORK,NV.10012 14125/161315 ...If-.L._3.5"6...85.e.EK,e..C19 3.5C 15✓..Se,C C,..x..13.-JE 49R FLOORING-REFER TO SPECIFICATIONS FOR MOISTURE TEST PROCEDURES FASTEN WITH SILICONE,CAULK AT EXPOSED EDGES-REFER TO G/AI4.1 EXISTING INTERIOR OR EXTERIOR PARTITION TO REMAIN. SG_TO PATCH GTVDC TO TC'10IIT CCT40'IT'O/I.IN--A-—DI'C- T, TOI'DOTTO" 6 PORTABLE FIRE EXTINGUISHER T RIOT"-Dees-\.EECP - ARCHITECT/ENGINEER: AND REPAIR AS REQUIRED. (IRE lFER. 5... - C) 7 CASHwRAP-REFER TO SHEET A0.2.COORDINATE ELEC.w/ACCESS PANEL CUT-OUTS(TYP_) ^0 C"'6-"'C 8"B^^"" BTC''-'^"• -e ""---66"9'-P' O B STUDS ATIV OCEILN INSTALL 5/8"GYP.BD.TO GYP.BD.CEILING OR 6" C '_ TO RATED WALL /8", 1 5/8"FLANGE METAL STUDS AT 16"O.C. O B"""^•.f' PC^E7'e"-C-•^.S. CCCC."'•CCC^6^"'^ 'Y"B'6(-"^.) - ---' - - --- -- -- ---_ - - _ - -- SALES AREA PARTITION,G.C.TO NSTALL 3 5/5', 15/8"FLANGE METAL OHR. _ AI G ONE OR BOTH SIDES 45 NECESSARY- tl All G.C.- O INSTALL 5/8"TYPE'X'GYP.BD.FULL : , PANELS r Ew^6BY6"P^^a`B L696`"C^CB C"PL`•" C6 6 .ELV''C z PROVIDE F.R.T.BLOCKING AS REQUIRED HEIGHT TO DECK ABOVE TO CREATE I NR.FIRE RATED ASSEMBLY- - FIRE SAFE, FIRE TAPE AND CAULK AS REQUIRED(UL#0465) 10 ) 6 X! (¢) l 2' , ETA,. 9.... II PLAN _ r'F'' GY•,`•••""••.•� o ^'"'C "•"` U 8 8 E TO LJ4DCRS,B6-PF DC" 'D'VC "IOT'L..0/0'TYPE'I0 6""'.DD."O U A:3 5/8 5/5 6 A CREATE D. FRE RATED ASSEMBLY LY F FLANGE MCKAL STUDS AT E ^ B d1ll 64 (N)TENANT SEPARATION WALL:6', 5/5' ETAIL C/A14.1 •••• "0.G.TO DECK ABOVE BY LANDLORD.G.G.TO INSTALL 5/0"TYPE _ 31 NON SALES SHELVING UNITS O E © DECK ABOVE ON NON SALES SIDE All I X'GYP.BD.TENANT SIDE ONLY FULL HEIGHT TO DECK ABOVE TO 13FIXTURESC TOILET ROOM PARTITIO 'FLANGE METAL STUDS AT 16' - IRE SAFE, FIRE TAPE AND 32 NOT USED -u AII.I O.G.TO UNDERSIDE OF DECK ABOVE- INSTALL GYP BD.TO 12'-0"A.F.F. CAULK AS REQUIRED(UL#V465) • - • - - - "6-''69 T E 6 <p> sln.BOTH SIDES-USE WATER RESISTANT GYP.BD.ON TOILET ROOM SIDE II '- 4_4_••""""6'AB"'C- • CO,..• 34 NULL MOUNTED MIRROR-REFER TO INTERIOR ELEVATIONS FOR SIZE AND LOCATION. y v / Ye.scr R..9.1 e', " .6" r C MRT-'0"'A-'LEA'S ¢'/1",¢D 6' "ETA_STUDS A-'6"O.L. 'DOVE or:Lot -O "T l_6"!I"B'-FEI""-6"/" -'BI' "•-61!•ET G99""^\'1--'9'!L PERIMETER SHELVING 6 HANGING SYSTEM,PROVIDE NON-COMBUSTIBLE BLOCKING AS REQUIRED TO t .11113 11,11 JU2 Qr -;!';'1 0.�'er.,c'c-y,.L"r e'r ,B's" '.'�... ..O"'.,'-'-' —� . '1'F6'1�4 9C.,., �e,...e,.0..,.e.H...�.e.. .. . AAAA 35 SECURE UNIT TO THE WALL v' 'ECC C7'.t"6 -DD.d'TO'LCT R..B'^LDC 'Br4'C-B'rLC"^Br6^' ^/E 7K'P-6 BC�•'L ( T ( j - I - 0 I _`L I -L 1,.11_R_-_/ 1�l I A LA.^!�__ L_1,1 i 1 6 )J„ ._ 36 LOCATION OF NEW STOREFRONT GLAZING SYSTEM TO MATCH EXISTING �p 6`V DD.CSR.,B'f-6H,- c+41/'I'M-39 9 CF_34Ne^ T'U'OC. STOREFRONT CONSTRUCTION:REFER TO STOREFRONT SWEETS FOR fn, `+ "'••••'fJ„6 G",• ^6-C,^-G",^'�'••••2 `d1 ,n hOt'HOi ADDITIONAL INFORMATION_ �....,..,,... 13 ,n,,,T nun w,oiu�CJ-re ocn,,,ecn _ __ _ ____ - -_- - O ' ,t1.E,- .C..:.4.\'6...BE.9,1 Te QCT T.B..GEC 29 ^-1"6"..-S '^EA ^EBEW-e,."C-L'•"2 39 NEW STOREFRONT SIGNAGE-REFER TO A/A8.1 FOR DETAILS W PARTITION LEGEND M CONSTRUCTION PLAN CODED NOTES ( * a D `0" TENANT SEPARATION WALLS ARE NOT U A,`o STRUCTURAL: N G.C.TO PROVIDE ALL ADDITIONAL Q IN-WALL BLOCKING OR SUPPORT AS U a o REQUIRED AND AS DETAILED IN THIS SET. N 1/ DIMENSION NOTE: m 3 et n ALL WALL DIMENSIONS ARE TO THE Og FACE OF FINISH GYP.BD.OR THE FACE CO I�N E O C O A IOF NSTALLATNN REQUIRED FOR FIXTURE ALL FIXTURES IN SALES AREA ARE 02011,E APCNFECT I.OHEEn ASSUMES. PROVIDED BY FIXTURE CONTRACTOR AND A.sEpLED FOP SUCH SPEW.LOCATION NINE INSTALLED BY GO-COORDINATE FINALSTATE,PROVNCE OR TERRITORY SHOWN PVT. FLOOR FIXTURE LAYOUT WITH P.M. Asps#E � � NOTE: ETMOMEiPiE°oeswxcwresw DIMENSIONS I AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF WORK.REPORT ANY / 3'-9 I/ yyy DISCREPANCIES TO OWNER'S P.M. ///��,,,((( 3 ) 1 2 ) NOTE, STORE NO. / I - -- G.C.TO PATCH AND REPAIR ALL - I/ EXISTING DRYWALL CONDITIONS 50 AS 1 L_ ,,,,,,•\\,,\\\\\\\\\ TO MAINTAIN A LEVEL 4 FINISH PROJECT LOCATION: IO� , CONDITION THROUGHOUT L_pppQa N SQUARE \I 585 SW WASHINGTONWASHINGT SQUARE® 'd _ " SQUARE RD D SPACE#F01 (N.I.G) B 0 I m-n v5° w-lo^ 16'-s 3/3^1 --- Al.1 \\ \ \• PORTLAND,OR 97223 / ' / / TYP. 1 I 1 DESIGN TYPE: O �J = 33 4\-( I REVISIONS: -- -- -- -- - - — -- \\\\\ ,` ——.. .�_--�—� I 2 ' RFe laEo a. .E 25 m O I IN. MIN. San A v � ) 9' IQ MIN LS' 4 4'(X z l— X/X z , I, i ''\,'.urvoLosocoNNEx*s wrzvmn rrp AR i EL • ��((( 444...111 �C,--g--\_ a; , % 4 ) - 4 ) I41„;\;::::27. 4, TMP A9.2 9.1 \ t•3i /////////////////////'ZIl*E io/////////////////////////9 N ( 2 ) -LANDLORD COMMENTS-GO.TO COMPLY E I = I I = CONSTRUCTION PLAN COMMENTS: U INDICATES NO REVISION To THIS SHEET LANDLORD TO PROVIDE OPENING AT THIS A 25 0' MDEEI 1 LOCATION ONLY.TENANT G.G.TO INSTALL , ALCOVE AND DcoR _ TMP. 0 J A13.1 3 DRAWN BY: AMA A N L l ---,---{L ::.: -- -� �.\ CHECKED BY:ELM 11000EECABEE1 — 26 1 I O A10.1 �� 1 _� B F ) A9.1 A91 n Il 13 1 I, NLCE)_ E_O 64,4 I 5 �'{ *_• ICI /lull 31 / , 3 ...„---(31 ) i • i D __..74, o ( 1 ) n V-7 7/8" 20'-0 3/5" P'-111/2. � �-- V DRAWING TITLE: /— CONSTRUCTION ® PLAN • I DATE 04/07/17 PROJECT NO: NORTH 170128 aDRAWING NO: CONSTRUCTION PLAN - FIRST �� SYMBOL DESCRIPTION SYMBOL DESCRIPTION tt DESCRIPTION OWNER: I. ENTIRE SALES/NON-SALES FLOOR AREA TO BE FULLY SPRINKLERED IN COMPLIANCE WITH ALL CODE 8 TRACK HEAD ® EXISTING/RELOCATED EXIT SIGN.TEST UNIT IS IN GOOD WORKING ORDER AND 1 CWC—INC D'CI LA"..6-N6 REQUIREMENTS-REFER TO M.E.P.DRAWINGS T-I (E)/(R) REPLACE DAMAGED OR MISSING UNITS SURFACE TRACK SYSTEM 1.7. 2 EX'S-T-IC OUTLET"1-CLING2. G.C.MUST MAINTAIN ACCESS TO LANDLORD'S HVAC, ELECTRICAL, AND PLUMBING SYSTEMS, UNTUCKit® EX1 =- _ - _ - _ - _- _ _ _ _ _ _ _ _ - -_ _ = INCLUDING CLEANOUTS,VALVES, DAMPERS, "J"BOXES, SMOKE DETECTORS, ETC.G.G.TO SUPPLY SHIRTS DESIGNED TO R-2 AND INSTALL ACCESS PANELS FLUSH WITH ADJACENT FINISHES AS REQUIRED TO PERMIT SERVICING ® TO ALL EQUIPMENT LOCATED ABOVE THE CEILING.IF G.C.15 DIRECTED BY THE LANDLORD AND/OR BE WORN UNTUCKED. IXI OR IX2 RECESSED LIGHT FIXTURE WITH EMERGENCY BACKUP AS REQUIRED C CEILING MOUNTED EXIT SIGN WITH BATTERY BACKUP-EDGE LIT R-I R-2 R-3 REFER TO ELECTRICAL SHEETS).R-3 TO MATCH E) EX2 INSPECTOR TO PROVIDE ACCESS PANELS AT LOCATIONS THAT ARE NOT SPECIFIED ON THE PLANS 379 WEST BROADWAY ® ,_,., ® ( ( - THE G.G.MUST CONTACT CONSTRUCTION MANAGER PRIOR TO THE COMMENCEMENT OF ANY WORK. NEW YORK,NV,10012 CKR'E"Y_6lT -")(_.W- -CC,MIC.FBR IBREFRB.T:.16N. S.C.TB C 9.,.____ -...61-,.I^„C&N.CRT FOR ANY OF THE WOR GKCD TER AND PRIORC TTTOT ROELATEDNGO RELOCATTHE TNGCTHESETION MTEMS R A(SECOND S THE OME REASFPONSIBILITY -(:: -J-�n p 4 = - - - - -- -- - CONSTRUCTION MANAGER DISCUSSES OPTIONS WITH APPROPRIATE PARTIES, WILL BE BACK CHARGED n /�/Il/Il PENDANT LIGHT FIXTURE DCL N5,OCPITCD CVC16C'6-L'6"T TO THE G.C. ARCHITECT/ENGINEER: }J}l-Y 7 RESTROOM LIGHT FIXTURE RECESSED EXISTING CEILING MOUNTED SOUND SPEAKERS 6 --_TFtiR.._,6..T-,,TJRC 3. ALL CEILING HEIGHTS ARE FROM TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING -TYP. 1 HALL'-OJ"TCD-.6'F f IfMJ'tC Cg ® B.O.LIGHT FIXTURES TO BE MOUNTED AT 6'-10"A.F.F(P-I), 6'-S"AF.F.(P-2),S'-5'A.F.F. V.N.O. °u WIRELESS ACCESS POINT 9 (P-3),6'-S"4.F.F.(P-4) 4. DO NOT PAINT SPEAKER COVERS, LIGHT COVES OR TRIM PIECES a`a` © SHOPPER TRAK 10 START TILE m _ 5. ALL LIGHT TRIM IS TO BE STRAIGHT THROUGHOUT THE STORE, RUNNING PARALLEL TO ONE ANOTHER 11 0R-I LED DOWNLIGHT S SECURITY CAMERA n„✓r,He Rww...,.., D w,. ,.,�.w R...,,...,,, ,e D..�.J..1 A7 lJT,.D, .8 O E m c� - Q O _ - -- - - -- - 6. ALL LAMPS IN RECESSED CANS TO BE TURNED THE SAME DIRECTION • y EM EM/NL W - - - -- T ALL EXISTING LIGHT FIXTURES ARE TO BE CLEANED AND RE-LAMPED A5 NOTED R , • -,�•-—..-4.66,-.6,-6-,.- --, - -•-•—^PT--. '-=--- diMOMIIMEIMMIIMMOMINIMIMOINIIIIIIPAMMINSINIIIIMMI5. G.C.TO APPLY A FINE BEAD OF WHITE CAULK ALONG THE PERIMETER OF A.C.T.GRID INHERE IT.. v. �.,r vT .-- MEETS DRYWALL FINISH +w "r N 4 FLUORESCENT STRIP-0-1-X CHAIN HUNG/CH-3 CHAIN HUNG W/WIRE GUARD/ cw..rc�crr. Ln ..r vr. cr.rcnL,nc v, vvvn....i.vr 4.64.64.64.6.vd rnvr,r...ww v�.n.r r rr B. G.G.TO VERIFY IN FIELD THE EXISTING GYPSUM BOARD CONDITIONS PRIOR TO FINAL BID SUBMISSION CX-X CL-X CEILING MOUNTED ACCO! ...El- .TFJ(FB., C 1C'CR TO BCTA,� -/A.1.. AND NOTE IF CEILING NEEDS REPLACED.CEILING DAMAGE TO BE ACCOUNTED FOR IN THE BID. I6 HATCHED AREA INDICATES EXTENTS OF EXISTING CEILING TO REMAINTr I„" J,.R.,.BC &,14 C9 F,.LBRC..EE4T...T ��5.AFIC LEN,F.,R B..T.1,,BB.,..�,., _ _ _ _ _ eER,., ,.B CX.T..6 _ CL'C'" C C'i6C'!G`i-B4. P.C.' A NEW NEON SIGN-REFER TO ELECTRICAL SHEETS FOR POWER 19 SURFACE MOUNTED CONDUIT.G.C.TO PAINT BLACK.REFER TO FINISH SCHEDULE W EM-2 `�EM 3 CURE"B'F£B CE"B1 CC')CC1K"L'fl0 DTTCfW 1Y NF-tt LIGHTING FIXTURE SCHEDULE M CODED NOTES ® H - GENERAL NOTES D = y= REFER TO ELECTRICAL DRAWINGS FOR ^ g'O ADDITIONAL INFORMATION v ' Q-Q (E)LIGHTS TO REMAIN SHOULD BE O a2 RE-LAMPED TO MATCH NEW LIGHTS- H'S N G.C.TO COORDINATE WITH LIGHTING VENDOR 0 1 e m E OD C OB .....,„=.:4,-5,..," x..„.,,,....,.c. ,,...„,....„,,,...,,,,,".,,,,,„ „,.....,,,,,.....,:" I I I I I STORE NO'. 16 II I L as47668,6610 aaa s _ Lc � _ PROJECT LOCATION WASHINGTON SQUARE Qa0 ..„.31. — i I/a � .f , ,3t �.� 9585 SW WASHINGTON aa " cI SQUARE RD _ - r ,. � , I- II 1 K SPACE#F01 I ' ,�n A \ PORTLAND,OR 97223 UI aV � p4 � DESIGN TYPE: �� ., - (� (ADJACENT TENANT( �— F I W = I SEMI 4V 1 / (WIG) Eo 2 s�� REVISIONS. v NI.0 • !` Q 6_-_„303 3'0 b, r �w( ,y� i�„„i„,„--.„„„„„,„i /„,ilii, .. ,,... XS -61 �. ®— � ."..,0-4,...-.1,0,-,.. REQUIREDe. DATE 0 10 n PPW-Y//3 ' 47,r -. m1 S(y _AF3MA ~ I .T-1A.'",..,7,, " CLG-6 0 urvo�onowramExrs a"nsrzol> S,BT-I 8T I ., T IS•m %///////////�� (� � A. -g$' ■ CL-2lur `■ Iac3f XA L - - — — g2 L \ B tA:meiMGM I m 3 P-3 P'-3 '/`2' 9 AII.I I 411,1 TYP CLG I 1 m EQ. EQ F"a TYP. - EQ.��11 EQ. EQ. e. n 171 —� n ® 1--4. 0—_—_�— —_II _ _ l¢I R;;;yyyyyy111 ' Y , 1 W-I 2 ry / d' CW-5 rc�y I 8Dw n -o^ ¢ (Y EQ. ,' I '1 Q 1 -�2}„ p '.I. # 5 "'l is •INDICATESxo REVISIONror SHEET 2 S I a rcw EQ. Q. NW EQ 0 •• EQ. '-`645.P414.7 g CHECK BY AMA I///iiiJ ¢ CHECKED BY:ELM -a---- —- - -- 0---IIT 1 E-- - ® n �y ] -- -- -- L -- I9_IP 17? 03 P 3 .: y P 3 .._: _—_'L .d5 / -_ -_ �^( 2 P 'fie "T•1011 R-I w W -P” EQ. EQ- EQ. E Q EQ. EQ. m Cpl 5'6” �}%}'� .EQ.4.CL-IEM ,f EQ—. cam-,-� 'l, o —_ 14i _ C t»F3� Ii R-11 R-I W RJI e.^-.? t�T' D Y U / E w fATT--G:lu -_ itag- ® DT-I T-II TT-I _ T-1 '''T-1 T-I T-I T 1 : ,. -f,' CLG-5 UNI8 k4,8 $IX�ESI I I 1 r LLG-I (N.I.C) DRAWING TITLE: REFLECTED CEILING/ ® LIGHTING PLAN N '�' DATE ISSUED I 04/07/17 PROJECT NO: NORTH 170128 aDRAWING NO A3. 1 REFLECTED CEILING/LIGHTING PLAN - FIRST 1/4"=l'O” A O DESCRIPTION t/ DESCRIPTION OWNER: I. NO SUBSTITUTIONS WILL BE PERMITTED WITHOUT PRIOR WRITTEN CONSENT FROM OWNER. •• / A C/ti+N96AiCC_.REA-OR G.S.T.B NCCTA,.,. LL f..61,R IG--PR,.Y BLBSNRE..NC-BG.C.TO INSTALL TACTILE EXIT SIGNS THAT READ'EXIT'TO COMPLY WITH IBC CHAPTER 10.REFER 2. G.C.TO PROVIDE MOISTURE VAPOR EMISSION TEST RESULTS ON THE SLAB AFTER THE SPACE H45 LC DE L.IC. 22 TO H/AI4.1 BEEN ACCLIMATED TO TEMPERATURE FOR A MINIMUM OF ONE WEEK. TEST AT 6 LOCATIONS ON 2 PRE-FINISHED CASHWRAP UNTUCKiti THE SLAB USING CALCIUM CHLORIDE METHOD. EXACT TESTING LOCATIONS SHOULD BE NOTED ON '23 'ATC'CD -.RC- No C\-CC-OCAT 0'1 OF'ICI I f',.0011•'!6-O MAIC'C)('ET•'!b THIS SHEET WITH THE CORRESPONDING RESULTS AND SENT TO UNTUCKit'S PROJECT MANAGER FOR 3 ^^C CD BCO"C�G"'` ^CSC^D DST""'p"""'CT"^C SHIRTS DESIGNED TO REVIEW. PENDING THE RESULTS THE G.C.MAY HAVE TO SEAL CONCRETE AS DIRECTED. 4 G.G.TO CONTINUE FLOORING BENEATH CASHWRAP BE WORN UNTUCKED. 3. ALL 379 WEST BROADWAY FIXTURES SALES AREA ARE PROVIDED BY OWNER AND INSTALLED BY G.C.-COORDINATE 2 M'-" -4T CUC-"A".NCT'LLCD OVER I-I'`•-LOOP NEW YORK,NV,10012 FINAL FLOOR FIXTURE LAYOUT WITH P.M. 6 DASHED LINE INDICATES WAINSCOTING(FRP-I)TO SO"A.F.F. 4 REFER TO SHEET NI.3 FOR FINISH SCHEDULE. T G.C.TO PROVIDE AND INSTALL WATERPROOF MEMBRANE(LATICRETE 5235 OR APPROVED EQUAL ARCHITECT/ENGINEER: E. GL.TO ENSURE THAT NO GROUT RESIDUE IS LEFT ON TILE IF APPLICABLE. PER LANDLORD REQUIREMENTS)UNDER FLOOR AND 6"UP WALLS 0 '66CCC' ""ICCI'OLD 6. G.C.TO ROLL WALL COVERING AT TOP OF LOW WALLS AND OVERLAP WALL COVERING FROM yl E OPPOSITE SIDE THEN STAPLE t CAULK. 9 G.C.TO FINISH EXIT ALCOVE AREA TO MATCH(E)MALL FINISHES-COORDINATE WITH LANDLORD `a iRi 7 li . G.C.TO ROLL ALL WALL COVERING AT INSIDE CORNER FOR CONTINUOUS RUNS. 8 - „ " II FITTING ROOM SEATING(46"BENCH IN ACCESSIBLE FITTING ROOM-SECURE TO WALL) u ; m p O E g; 14 SALES FLOOR MIRROR, REFER TO DETAILS SHEET AR.I i A 5 ,TC A,.C_'N-FC-APC3-.'C._C 6.C.TB'LAS'C.\.4 CB"ERESE 3-D TO A,,,H.TOLCRAIaC TO - s IS „6'••. l e'.., .,T„R'A6�.,C�• T,...G�(�•.,.��./R,_A) ~ FINISH CALL OUT LEGEND: 16 ALIGN FLOOR TRANSITION WITH THIS SIDE OF DOOR JAMBnr VI }u�� IN.HALLS 6 B BASE '3 6. TO CLC41"'EE/"'R Of C.,.1G'LOOK"Y-B'SI'RC ICI `B"B'T O'! L T.TRIM Os F-FLOOR ,^ rp-'E6'B "'^C p"'SC•,•6^"C E"'L61p'E '"CLEr'7"'6•,••,EL6 1 , 1 20 FLOORING DIRECTION-RANDOM STAGGER PATTERN iiMMu NOT USED S FINISH PLAN GENERAL NOTES D _ FINISH PLAN CODED NOTES ( 9 ) H N = ai2w 1a! 0 m8e E 0 to� p Q O A m og:01,1==== MO SEALED FOR SW/SPECIFIC tOCATIOX IN THE STATE.MOM..TERRITORY 9..0.111. I I I STORE NO: 1 I I I I _ — I 1 L- ..h. .7,....=.7 L_ 0,.; \\— �l PROJECT LOCATION: ,,,II WASHINGTON SQUARE (I4 ` \I I 1 9585 SW WASHINGTON °°'"'� II SQUARE RD , �� ..1 SPACE#F01 I I I p PORTLAND,OR 97223 I \1 IADJACENT TENANT' DESIGN TYPE: (WC) © �I I — ® I REVISIONS: ; f aEoul�oav DATE LA ID 7 W-I (14 I O LANDLORD COMMENTS arzxrzol7 ❑ „ P-IA //,r�I 12112[11 1 CIMMIII -2 �I� % I PG IA' �_-- r -_ CONC. FC-10 Fc 10 FC-I 'ALJ FC U #� arm �1 �� ilik A I.I �IU N II �� All.l —_ I SALES I m INgCiE5rv0Rcvtslwro/wssrveer .�, ,`I' Q aB-2 Q C.,,-. � DRAWN D AMA �-{�� n) JiEIi CHECKED BY:ELM --- FFGI 1 -1, v i' IACC.F.R.I [ '- = m ® • YI 30. 7J p __ Y ,1 • I I 1f SF-IA II la C' C �, C C C C 1. ..Q ,,.1 G.G.TO PATCH AND REPAIR C C 'C" "C C C av•, //MALL FLOORING AS • II ,j;%c,/„ii REQUIRED i I- LtP.� -a2-iir-r. -I ACC..ITTING ROOM I W ©'4-I® P-IA/FRP HP-IA T F (ADJACENT TENANT( TP- TP-I/P-IB FFC-I-I (N.I.L) T P-IB T P-IB F FC-I0 F FC-I DRAWING TITLE. 1 FINISH PLAN 1 DATE ISSUED: I 04/07/17 LANDLORD COMENTS-GC.TO COMPLY FINISH PLAN COMMENTS PROJECT NO WATERPROOF MEMBRANE TO EXTEND UP TO 4-0" ON ALL RESTROOM WALLS,INTO FLOOR DRAINS, NORTH 170128 CLEANOUTS,AND EXHAUST VENT PER //\T REOVIREMENT5 OF TENANT CRITERIA MANUAL /V///aD\\\V\ ADRAWING NO: FINISH PLAN —FIRST 1/4„=),_D„ A5. ® A OWNER: FLOOR FIXTURE LEGEND OCCUPANT LOAD: REFER TO OCCUPANT OTT. DESCRIPTION OTT. DESCRIPTION QTY. DESCRIPTION QTY. DESCRIPTION UNTUCKit® LOAD CALCULATION ON SALES AREA: 42 SWEET 41.1 FOR MORE - SHIRTS DESIGNED TO STOCK AREA: 2 INFORMATION 3LARGE MIRROR BE WORN UNTUCKED. TOTAL: 44 (4'UNIT) ] 2 CHAIR RR1a1 u F�RE85: 2 NESTING TABLES (6'UNIT) 0 MALL 591594 WALL HANGING SYSTEM OW .1110436 EXITS REQUIRED: I M6TRa FAKE SMALL MIRROR 379 WEST BROADWAY (PER TABLE 1015.1 MAX (B'UNIT) D I!+` NEW YORK.NY,10012 EXIST PROVIDED: 2 OCCUPANT LOAD IS 49 IMM.Rn 9 ROUND DISPLAY TABLE WITH ONE EXIT) - ARCHITECT/ENGINEER: IIIII�IEl DISPLAY M° SMALL NEON SIGN s a ■ DISPLAY TABLE I QG Kat 6wxA0E 16C'!CB!S" $2 CASARAP N N • IIIII IIIII _ (0 UNIT) 4 ' ' ii C ® MANNEQUINS (4'UNIT) 5 \ NON-SALES WALL UNIT O $i (5'UNIT) 4 2 ROLLING CART I SEATING 3 CD FITTING ROOM SEAT I E ROLLING CART =ATM N TABLE ACCESSIBLE FITTING RUG RWM BENCH WALL SHELVING TAwMF-1 u/:�lfl�Fx 5 Au 6xO.YN I TABLE I FLOOR LAMP , 12461.2.2a�G ew.t OCCUPANT LOAD& EXIT REQUIREMENTS S FIXTURE LEGEND D CC N 2' 2t z V)■ i9 z;Q , Lh mLe E O C p T0) 4"E.s6TEmOmEEMiw. I I I STORE NO: I I I I I __ __ IL— ..„'.*o h,....7.....n.�..:,..o __ PROJECT LOCATION: L— - "RR i, I WASHINGTON SQUARE ?4EQ. EO IV/MINIUM3/4” � `ry\ I 9585 SW WASHINGTON "�au', �\ .' • I I SQUARE RD d1. SPACE#F01 4 �" \ ;`\: PORTLAND,OR 97223 VUEEEIMAIIII I (N.I.c) T'-0" EQ. E T T/B" ��` 1 :: :PE_ 23'-2 I/2 / 3-6 3/4 - : I ROIR 11014 bb e6111 u 1, ///y iii �� z(��'//�(n�//i��,��,,��,�. •,•MRROR 42 WRCL Kant.. iJO O AINREo BY. DATE R S l �- % N.i�- ® I I — — — — LANDLORD COMMENTS 04/2512017] _ O . NM 3416 /1113 O A \I.--5 I/2" •� 1cx1 0" § piiii,, _ .. %%%/ %/, F _ wINMATES NOREASON.D]RISINEE. � � ip �^ DRAWN BY: AMA ____ ---- --- — CHECKED BY:ELM 1 / % �� CH1 M�RR�. E y RR .7' j 2„,/,////,/, • 361e ;leg ��` _ w...xARo1xR .- I 1 l _..........:::: ._.__ gp NON36 YOY ® %%%M//R/�////(�/%/�(r//Z////'( �i v..I F I n4'_6" EQ. 4'_4• 4'_4" 4'_4" E (ADJACENT TENANT( :.2i1 (N.I.C) V — / DRAWING TITLE: FIXTURE ` ® PLAN n‘, I I I DATE ISSUED: 04/07/17 PROJECT NO: NORTH 170128 ,,,-_ a DRAWING NO: 1 FIXTURE PLAN- FIRST 1/4„=1,_0' A A6. OWNER: UNTUCKitk SHIRTS DESIGNED TO &BIMiBM BE WORN UNTUCKED. 379 WEST BROADWAY , 3-4 1,41 f P-IC I NEW YORK,NY.10012 ...,'''. REFER /CEILING .N. O-.%71-L441* REEro.T(ZE=140 ARCHITECT/ENGINEER: ,... ,... ...- '1. / 1 -N.. .., ,._, , - 1 1 I I, . , < . , II U 11 I i _./ 1 . , i i .4; . , OPEN U.mJ \ / 0 ,,,,,,• ,......i._ -2.t , , . '? I 1,P . b \ - , / (1) , , , I -- . T.O.° l',:iFSP °;:f. .,F.FiS' V .,-- - I' s I I 1/ 1 5 FINISH El..‘!:0212 4 EIN1514 Fl%°12. \-I 1,1C-1 l LLI I 1/4,=1.-0" 1Ar=1'-o" H 1/4'.=1.-0" D NOT USED S INTERIOR ELEVATION INTERIOR ELEVATION - _ \ .261Z i I /-5^‘ ri i. 1 ® WORM 4"124 cVarla "'" UBILL1 t I CEILING 0 I . I — ------.--- __ - - - REF:120.T&=1* , -- -Ws startad EMCEE because we had double B.....that Idol.pod ulducked. oe ,,,. rr wan o. !reed that way1.111.ere tw lows and leek elem.urawkad. ,;, So en,decided to melte skirts few the..who went to wear..shims a r, We would a*•beater shin ter...tacked am ___ -- -- MD SEALED FOP SLICE SPECIFIC LOCallON IX.E STET,dad/AcE de rdnedoey mom°dn. WdA's'fardIVA‘AVErddstVra: I I . A caeual Wirt Et for matofl and a.wave. • dada.to fell al.e weed lend.AgeuntuitE Mist E. N. _ _1_ L.... ,k_ _ __,\_ So.o•Inad...0NruCKIt / .------. 1 1 11:7_ 1 ji / 51 ===a I I A I— , / STORE NO: - I A41.I I \ . PROJECT LOCATION: I I 1 1 T I \ .6;tliFA) WASHINGTON SQUARE 111 N. . . 1 _ t _ I _ i __._, _E / 6' s" !\1 1 I 1 \- ,n.c.,:::00,;, 9585 SW WASHINGTON FINISH 4 SQUARE RD cams wzmi siL4111 19-1 A P-1A SPACE#F01 PORTLAND,OR 97223 1/4"=1-0 " "=1%0" r‘,.1% NOT USEDR INTERIOR ELEVATION 1/4DESIGN TYPE, REVISIONS: REWIRED Br DATE IllMLEIIUM M A LANDLORD COMMENTS MEM,e IMO zATaawr. COLN. /1 W/M:ariilli\ 1 1 REFroT,Ellt.,+ # , \ , i MOW ItE'or I / / \ / \ \ •INDICATES NO REVISION TO TIES SHEET DRAVVN BY: AMA _/ IN IIIINNIIMIipi MEM FINISH FLOOR CM IIM--BM P-IA P-1A NOT USED 1/4"=1%0" P NOT USED 1/4 =1%0" K INTERIOR ELEVATION 1/4"=1%0" B - 1NC-1 Lam w",','2'COUOVG / CEILING P-ICI P-IA AL,11„ „Ea, CEILING II E0. , I DRAWING TITLE: " I I r ; i I Fro.TEI'LLIItS HALL MOUNTED ..... , . mom._ INTERIOR LOGO ELEVATIONS •- I I / B Iv, 0 =:/1 DATE ISSUED: I P-IA I 1 - 0 11,11 T ----, , 1 04/07/17 - = I, .. , = ir f li c=mnir — i I TIj 1 / PROJECT NO: #Fir,., 00 '-b- / / 170128 .[11F 0,, oidIr / _ 7 ,C. °—,. 6.A d - ,I /( _/ S;":f T.O.I:spell) DRAWING NO: :: i'I — r I ., 1 I" FINISH Fla.0-C°12' 4 IBM= B-1 Mg= A7. 1 10E' 111-14 P-IA P-1A NOT USED 1/4"=1%0" N INTERIOR ELEVATION 1/4"=1%0" A _ OWNER: STOREFRONT SHOWN FOR UNTUCKitk DESIGN INTENT ONLY. STOREFRONT SIGN BAND SHIRTS DESIGNED TO AND SIGNAGE DRAWINGS BE WORN UNTUCKED. —OPAQUE WHITE FILM APPLIED NEW SIGN BOX�AND INDIVIDUAL PIN-MOUNTED HALO —OPAQUE WHITE FILM APPLIED —OPAQUE WHITE FILM APPLIED TO BE SUBMITTED UNDER TO INTERIOR SIDE OF(E LIT STOREFRONT SIGNAGE BY SIGN VENDOR.SIGN BOX TO TO INTERIOR SIDE OF(E) TO INTERIOR SIDE OF(E) SEPARATE COVER. 378 WEST BROADWAY STOREFRONT GLAZING-F� BE SUPPORTED FROM FRAMING ABOVE.REFER TO SIGN SHOP STOREFRONT GLAZING-SF-44 STOREFRONT GLAZING-6� \/ /\ • REFER TO FINISH SCHEDP DRAWINGS.SIGNAGE SHOP DRAWINGS SUBMITTED UNDER REFER TO FINISH BCHED REFER TO FINISH SCHEDF NEW YORK,NV.10012 SEPARATE COVER A A A /EQ- °�-2• ..EQ ARCHITECT/ENGINEER: •._4II I / \ I , ..\,,,,, ........ iii-,.,..,,,,,,,,,,:.,,,,;AF,,* ..... ...... ... .... '.-:.L._ . ,.. X::. . _.. .:F ¢.rsa-r,. ..r, I �" • 11 11 8N v E ...:..:: e :..:: • • . ... .. . ... .....o- a-.3 A.JJ ':T,iAI. .. ...r: :„ .-:._ :y-y.n},:: ..-a{ :3}} ®M I 3 TILf`�1Kj I.. / 0.,-,.. I E)STOREFRONT I QVI.. / // / / I GLAZING TO / I _.. _. ..._. .::•.::.:..:.::•,::,:.:1, � a SF BI / ,� // /� // / / CLEAN NTO LIKE / // .__.. ..._ .._. 'R- :.t SF-BB / NEW CONDITION —� // /�^\ / / / // / / I P 4 I ` INDIVIDUAL PIN-MOUNTED W I F.. / \ \ I NON-ILLUMINATED C;n TSF-IBI I }. / // \\ / // \ �/ '�— I / N y .., ! STOREFRONT SIGNAGE BY ... 0 • i n /�//�/ —\? :•:':'....-•-•-•-•---V---:----'''.--'.....-.•'-'-'-'-• :{ SIGN VENDOR.SIGNAGE 'a / \ / / / �/V / / / / ECS b 5 SJB O t2 SHOP DRAWINGS Q SUBMITTED UNDERO BE !N / /// \\ / / \\\ // /� / EA�F°� "'. D� I Q�I�EI' a�� I I. /\\\\ / /I/ NEON GAPHIC/ \ // / - I • �/'. 0..... ... - I d 0.-0"AFF o I / / m ��e W®II T YY// STOREFRONT °O BEi IFP`,\ m Est:. B.O.514NAGE� / / \ / / / //,/,'/,1 /ryT({1� // I GLAZING.REFER i�, _ .. 2a 11.'. t E'a LEASE LINE n / / \ \ / RAWINGS FOR ////I''I /Vyl nil erT17J/!�/_�y TO VENDOR SHOP �' (�J�li.i�� I .. ..I :/1(sY in DETAILS �� —i , •'•'.--.'- •••••..•.......-.',-.-,••••'.....'.......•.........-...-•-•'•'.....'...........''.v.v......•.........-..v.'„••••••. L L�MLORD NMI ...••••••••.•.•....-••-•••-••••••••••••••••••••••••.•...„............ 0- //(%/� il O.C.TOCUD / /I.. �j / PRW DE 5 GNAGE AND / I • I SF-BBIoSF-3BII ':�.'. \ / \ / / / , y MOUNT NG SHOP ....... ..... ... .. N s /7/// / Y // /� / - DRAWINGS FOR - I _. .. .. .. .\ / / / / / / / APPROVAL. / / w Axus.ssrn�me nArtooESlwcn E\ � F�. 4 : --1—..:.:':':1:.: / \ / /// / / //� / //// , I . . ...•••.•••••.• ....................• i' ............................................................................................... .....................„..... EASE LINE • / / / / / /� s ♦ I -i'' \/ N I 11 ` ... .... .... ... .. .. ` STORE NO: — LOCATION OF NEW TEMP. 0'-O"Jb GLAZING TO MATCH (E)WINDOW MULLION TO BE I I FINISH FURY 0 EXISTING.GLAZING RE-CLAD SF-38 REFER TO (E)WINDOW MULLION TO BE A f RE-CLAD H�R(TI ) ,Q PROJECT LOCATION' WASHINGTON SQUARE I2" • I'-10 5/B" EXISTING MATCH EIZ-2 3/ f il0'_yFINISH SCHEDULE(TYP.) t4 EXISTING f f FINISH SCHEDULEOTYP 23 9 /2 T'-7 1/8.' 0 CLIPS TO 9585 SW WASHINGTON THICKNESS AND GLAZING I/B " f EX EXISTING EX 10 NG EXISTING EXISTING SQUARE RD SPACE#F01 PORTLAND,OR 97223 STOREFRONT ELEVATION 1/4°=1'0° _ Cj DESIGN TYPE: REVISIONS: REWIREDBD DAM �wao�oRowmNeR.s aarzsrzo„ LEASE LINE e ;5 3/B" I SS 3/B" NEON GRAPHIC BEHIND I INDICATES NO REVISION DO DAS SHEET w /EXISTING EXISTING I NEON GRAPHIC BEHIND ". fJ (E)GLAZING.REFER TO I (E)GLAZING.REFER TO (E)TENANT SEPARATION DRAWN BY: AMA EXIST INC, VENDOR SHOP DRAWINGS VENDOR SHOP DRAWINGS WALL TO REMAIN CHECKED BY:ELM FOR DETAILS I FOR DETAILS ii 7 '>‘`''' _ Fmk_ Z LEASE LINE m (EJ STOREFRONT - •ILSGLAZING F-IA I �A�w��n I mX M Wm,lryU `LEASE LINE X6`9/?• • ® ��aa�00 � REV BLACKMETOL ADJmENT NT .!____//_.`._ 1 _1_ _ _ __ __ __ _ /././ __Gy+ A� y�P CONSTRUCTIONT ATO ��.I_._ -- tttttt '1 i_ 9 __ _ 1�0�lasavallawa� M��r REMAIN.G.C.TO J J PROTECT DURING CONSTRUCTION BRAKE METAL — — — ISF-BB (E)STOREFRONT HATCHED AREA INDICATES LOCATION OF LEASE LINE (E)STOREFRONT ENTRY TO REMAIN e SUSPENDED SIGN BOX AND ILLUMIN4FR• GLAZING ISF-IA I (GE qZ STOREFRONT BRAKE METAL LEASE LINE FRAMING G ABOVE.N BOX-OREFER BE UTO SUPPORTED HO' 1.-W f I'-IO 5/B' EXISTING ENT RY E AI S EXISTING f EB'-3 I/4' ST'-T 1/5" EX15 I G DRAWING TITLE: LOCATION OF NEW TEMP.GLAZING TO STOREFRONT MATCH EXISTING.GLAZING THICKNESS AND GLAZING CLIPS TO MATCH EXISTING LANOLORO COMMENTS-GC.TO COMPLY PLAN& ELEVATIONS sTORFFRONT PIAN rOMMENTST • ALL STOREFRONT METAL PANELS MUST MEET LL REQUIREMENTS BELOW (THIS NOTE MUST APPEAR ON FINAL DRAWING SE-T)• Q Q • ALL SEAMS BETWEEN METAL PANELS MUST BE IDENTIFIED ON THE 112, VI, DATE ISSUED' ,- STOREFRONT ELEVATION AND MUST BE PROPERLY ADDRESSED DURING DESIGN REVIEW PROCESS,METAL PANELS WILL NOT BE ALLOWED TO d DTURN-IN YBEAMS,WEINTO LDICONTACT OR SIMILAR MUSTBE SPECIFIED AND ADJACENT REVEALS, 0 /07/17 OUT ON THE PLANS FOR APPROVAL. • NO VISIBLE FASTENERS PROJECT NO: MIN I/2"THICK FIRE-RATED PLYWOOD SUBSTRATE IS REQUIRED AND 170128 MUST BE CALLED OUT ON THE PLANS. • MINIMUM IS GAUGE METAL PANELS ARE REQUIRED.THIS MUST BE CALLED DRAWING NO: OUT ON THEIR PLANS FOR APPROVAL A STOREFRONT PLAN 1/4"= A r-o° '�' ® _ OWNER: UNTUCKitk SHIRTS DESIGNED TO BE WORN UNTUCKED. 379 WEST BROADWAY NEW YORK,NY.10012 ARCHITECT/ENGINEER: U s1@ O E� " I Hs v) O W g NOT USED "i2„_1'_D S _ E LEASE LINE I y TENANT Illt S SEPARATION I A U iO WALL v I Q¢ NEW NEUTRAL O E ass PIER.ORDINATE W TH RANT T I ■ E 0 an REPRESENTATIVE , 0N 3 GC.TO INSTALL 111111"1" (D .. 3/4.BLACK (E)STOREFRONT METAL REVEAL ENTRY DOORS TO REMAIN (E)STOREFRONT iii GLAZING TO narssaarxcrxE srnrEo osslw cwrtps REMAIN BRAKE METAL TURN-IN SEAM NEW TEMPERED GLAZING IMII�,.'ll_ STORE NO: J�, PROJECT LOCATION: WASHINGTON SQUARE BRAKE METAL PANEL OVER 5/8.F.R.T. 9585 SW WASHINGTON PLYWOOD OVER METAL .. . STUD FRAMING SQUARE RD SPACE#F01 NEUTRAL PIER DEATIL 1"=i'-O" R NOT USED 11/2"=''-0" 11/2"=''-a' L NOT USED PORTLAND,OR 97223 G NOT USED '/41 ' °„ C DESIGN TYPE — LEASE LINE_I �-T STOREFRONT SHOWN STOREFRONT SHOWN STOREFRONT SHOWN REVISIONS: FOR DESIGN INTENT FOR DESIGN INTENT FOR DESIGN INTENT ONLY. STOREFRONT ONLY. STOREFRONT TENANT 1 SIGN BANDRANDONT REQUIRED BY DATE SEPARATION SIGN BAND AND SIGNAGE DRAWINGS TO Qq'''' WALL ----H1 SIGNAGE DRAWINGS TO SIGNAGE DRAWINGS TO SIGN BAND AND BE SUBMITTED UNDER / BE SUBMITTED UNDER I SEPARATE COVER. / BE SUBMITTED UNDER SEPARATE COVER. Loaocomuenrs arzsaon 1'-S 1/4" / SEPARATE COVER. 171=-EllarE4M � TOMALL BULKHEAD / TOMALL BULKHEAD (E)REMAIN (E)REMAIN (E)MALL BULKHEAD _ (E)BLACK METAL TO REMAIN _-- `"`-` (E)BLACK METAL REVEAL TO REMAIN (E)BLACK METAL REVEAL TO REMAIN REVEAL TO REMAIN I_6.. %//////////////, iyyi 14'-B I/4'A.F.F. rer 18.0.BULKHEAD+ 3,// 1B O BULKHEAD///� B.O.BULKHEAD �// �/��"�"� 13'-B 3/8'A.FF � ��-��,� lrvwcarssraaANT13'-8 3/B'A.F.F.*i,1 I 13'-B 3/B"A.F FCONSTRUCTION. I B.O.(E)STOREFRONT �iy1 TO PROTECT B.O.(E)STOREFRONT _ I OB.O.(E)STOREFRONTYDURING I (E)STOREFRONT (G.C.GONsrRucrloN �„ _ } RE)MSTOREFRONT IN cT o�Nro tip , _ DRAWN BY:B :ELM EC CONSTRUCTION TO (E)STOREFRONT 4 LEASE LINE „ , OVERES KETAL PANEL T B.O.CEILING } n OPAGUE WHITE FIL , II = - CONSTRUCTION TO )R ii Q N REMAIN 1 REMAIN CHECKED BY ELM METAL 9'AFFA Ai PANEBRAKS OVER 5/8' YB.O.+CEIL NG F.R.T. v 1: ,', APPLIED STOREFRONT GLAZING GLAZ NGNSIDE F NEW $ - - - - - B.O.CEILING REFER TO FINISH SCHEDULE F.R.T.PLYWOOD I PLYWOOD OVER METAL / Illiiii - OVER FRAMING I STUD FRAMING /.\ NEW SIGN BOX�AND • / ` INDIVIDUAL PI -MOUNTED NEUTRAL PIER DETAIL GLAZINGLOCATIOGLOF NEW TEMP. • HALO LIT STOREFRONT GLAZING TO MATCH 'n_�'-0" n I L EXISTING.GLAZINGSIGNAGE BY SIGN IGN D FREVENDOR. r THICKNESS AND GLAZINGCLIPS TO MATCH SUPPORTED FROM FRAMING I EXISTING a ABOVE.REFER TO SIGN �, SHOPDRAWINGS.SIBMAGE (E)STOREFRONTSHOP DRAWINGS SUBMITTED / GLAZING(BEYOND) UNDER SEPARATE COVER TO REMAIN.GC.TO (E)STOREFRONT CLEAN TO LIKE NEW GLAZING TO REMAIN. CONDITIONG.C.TO CLEAN TO BRAKE METAL I+ / LIKE NEW CONDITION TURN-IN SEAM ` ■ 6'-0'A F.F - • B.O.SI(.NAGE (E)STOREFRONT . (E)STOREFRONT ENTRY DORS TO REMAIN.G.C.TO ENTRY DOORS TO �I - I INDIVIDUAL PIN-MOUNTED I CLEAN TO LIKE NEW CREEAN"TO LIKE°NEW DRAWING TITLE: NON-ILLUMINATED L `°"°IT'°" STOREFRONT CONDITION STOREFRONT SIGNAGE BY PLAN& SIGN VENDOR.SIGNAGE ® I ® ELEVATIONS SHOP DRAWINGS TO BE ® IMALL CONCOURSEI .111 _-1 I SUBMITTED UNDER C') 1L SEPARATE COVER I ,•JII' — —— �—— — N MEM I 1=0 ;159l=1 / LEASE LINE // ss LEASE LINE 1/4" LEASE LINE DATE ISSUED: (E)STOREFRONT I I (E)WINDOW MULLION TO BE 04/07/17 (E)WINDOW MULLION TO BE RE-CLAD EMMJ REFER TO RE-GLAD BRAKE METAL PANEL I FINISH SCHEDULE(TYP.) I PROJECT NO: GLAZING TO I ISF-381REFER TO REMAIN / A / /� FINISH SCHEDULE(TTP.) p 5 OVER 5/8'F.R.T. I / \ 170120 PLYWOOD OVER METAL I 0'-0' I - 7. LEASE LINE STUD FRAMING FINISH FLOOR O-0.4. 0'-O'J, �. �, E2'a /2"I YI FINISH FLOOR"( ' FINISH FLOOR+ EXISTING *2'-3 1/2"I C DRAWING NO: 35 I8./ E%ISTING EXISTING / EXISTING /� 8.2 STOREFRONT DETAIL 3"='�-0" N STOREFRONT SECTION WALL 114 =' ° 1/2"=1'°" 1/2"=1.-0" ,//y``vy L ® @ STOREFRONT SECTION @GLAZING E STOREFRONT SECTION @ ENTRY A OWNER: UNTUCKit► SHIRTS DESIGNED TO BE WORN UNTUCKED. 379 WEST BROADWAY NEW YORK,NY,10012 ARCHITECT/ENGINEER: U 1I I! E O g _ 1E (fl 6 W 2 12 NOT USED S NOT USED M NOT USED H NOT USED _ < L�m VIO Q�- O E n REFER TOA v 7,.., REF.G PLANSREF.GLC.PLANYN,-n16, REFER TO COLUMN NCL05URE REFER TOzLREFER TO CEILING PLAN daREFLECTED CEILING / U REFLECTED CEILING qT.O.CEILING AREFER TO CEILING PLAN T.Q.CEILING j iO PLAN FOR CEILING PLAN FOR CEILING FINISH ♦ FINISH WALL CONSTRUCTION 4 I/4" WALL CONSTRUCTIONI�• COLUMN ENCLOSURE F-.T.BLOCKING, WALL FINISH 6" ' 1. 3/4.. AS SCHEDULED AS SCHEDULED 024,17 THE ARCHMECT/ENGNEEn ASSUMES MO 3 3/ � WIDTH OF LARGER MIRROR 4 1/2" / 4" i AREAS•ssmomss*.reo ossw CRITERIA 2 A CONT.Ix4 F.R.T. Y CONT.1x4 F.R.T. / WIDTH OF SMALL MIRROR / BLOCKING, TIP. v 7�_p+A F.F. BLOCKING, TIP. r 7'-0'AFF T.O.MIRROR 4� N l T.O.MIRROR 4 - FER TO / I G OF BLOCKING REFER TO �l J G BLOCKING V-.DOR SHOP VENDOR SHOP rN N STORE NO: - AR x INGS FOR DRAWINGS FOR =(`/ ATT"HMENT MIRROR TRIM/ ATTACHMENT xx REQVI' MENTS MOLDING REQUIREMENTS MIRROR 3/4 X' GYP.BD. 5/e"TYPE PROJECT LOCATION: // �rRIM/ 5/e"TYPE" ^X"GYP.BD. WASHINGTON SQUARE // MOLDING OVERF.R.T. OVER BLOCKING F.R.T.PLYWOOD (E)MALL '' PLYWOOD BLOCKING BLOCKING APPLIED 9585 SW WASHINGTON COLUMN APPLIED BETWEEN STUDS BETWEEN STUDS SQUARE RD (I, �� • SPACE OR 9 / PORTLAND,OR 97223 zB-0'A.F f x :::::: // .OBELINGBLVING. I „_., : _„ ,`1CONT• .I34 F.R.T. w 11!!!!!! � BLOCKING,TYP. �Lo __ 1 aeoulaao sv: onsc r o� F---- - // i 3'-6'AFF+ .lR-10 7/5'A.F.FL L__-_ __ _ JGBLOCKINGYT.O.SHELVING //��REFER TO / /"v arvovavo corvrvErvss wrzsrzoii • VENDOR SHOPIII N DRAWINGS FOR FIXTURE STRUCTURAL FIXTURE STRUCTURALY A91 ATTACHMENT ARI #'?-2I/4'AFGSHOPL REFER TO VENDOR PANEL.REFER TO VENDOR REQUIREMENTS T.O.SHELVING �i SHOP DRAWINGS SHOP DRAWINGS / E / �� 0I'-B B/B'AFF IT'705.SHELVING G.C.TO ATTACH FIXTURE 4T LEANING LEANING MIRROR i-WALL MOUNTED // WALL MOUNTED G.C.TO ATTACH FIXTURE 4T WALL STUD LOCATIONS 45 MIRROR ON COLUMN MIRROR MIRROR WALL STUD LOCATIONS AS 1! REQUIRED.VERIFY STUD . CO [ / . LOCATIONS IN FIELD COLUMN• REQUIRED.VERIFY STUD INDICATES NO aEMswx.o*ws SHEET BASE LOCATIONS IN FIELD • g_I 0-7 I/2'A.F,F CONT.Iz4 FRT.T. O .O.SHELVING �� COLUMN / v-14 — DRAWN BY: AMA BASE eLocKlNO TIP. -///f/ {{�/-{ p_p, p, CHECKED BY:ELM I' A PIA To N� J G,BLOCKING T FINIBNED FLOOR 0FINIBHED FLOOR 0'-0' FINISHED LOOK' R STOP TR MR T O \�4 I/2 SHOP REQUIREMENTSREFER TO WINGS OR R O O REQUIREMENTS REFER TO O FOR O R TY EAC HOSIDE P OLUMN MIRROR ELEV. &SECTION '��-''-0�� ` SALES FLOOR MIRROR ELEV. & SECT. -1'-o�� K WALL SHELVING SECTION 3/a"=l'-o" F WALL HANGING SECTION 3/a°=1-o" B II II Aa1 II I H II —ATF H © MI 'w� IIIIIIMIIIIIIIIIMI rL5'-0'A F.F. AS'-0'A.F F Imo_ T.O.SHELVING T.O.SHELVING 2'-0" - - MIMIEREMWE CONT.Ix4 F.R.T. i Ill DRAWING TITLE: MIMMEIralli BLOCKING, TYP. 4" , ` T4" cLorHtJG INTERIOR FIXTURE STRUCTURAL TYP. HANG 131AR + II PANEL.REFER TO I I PANEL.REFERFIXTURE TOSECTIONS AND w G I COLUMNQ TYPENCL OF EAOSURE. m ! - � VENDOR SHOP DRAWINGS VENDOR SHOP DRAWINGS ► DETAILS All F i!I WALL STUDS AS 1 WALL STUDS AS Eawrcl - WALL FIN15A SCHEDULED(BEYOND). • SCHEDULED(BEYOND). NUM. 4, 3-0" TO ATTACH FIXTURE AT TO ATTACH FIXTURE AT N STOP TRIM AT • IA WALL STUD LOCATIONS WALL STUD LOCATIONS DATE ISSUED: MIN. MIRROR, TIP. AS REQUIRED.VERIFY AS REQUIRED.VERIFY EACH SIDE LARGER MIRROR BASE STUD LOCATIONS IN FIELDI —H STUD LOCATIONS IN FIELD 04/07/17 PI A9.I KI © PIA STOP BASE TRIM AT WALL STOP BASE TRIM AT WALL PROJECT NO: PANEL, TIP.EACH SIDE I I PANEL, TYP.EACH SIDE 1701LV rip A9.1 M zip-6' $0:"6� T.O.BABE �� 0f71:.-04:BASE DRAWING NO: _ AAp,_p+ OI_p. YFINISHED FLOOR $FINISHED FLOOR n . ••LUMN-MIRROR DETAIL -1 ° SALES FLOOR MIRROR DETAIL i��-�'-0�� J WALL SHELVING 3/a°=ro" E WALL HANGING DETAIL 3/a°=r-o" A ,/•y` 0 OWNER: UNTUCKitk SHIRTS DESIGNED TO BE WORN UNTUCKED. 379 WEST BROADWAY NEW YORK,NV,10012 ARCHITECT/ENGINEER: E H Vij Ag ®E O g EEf T H N O W 7,441 NOT USED S NOT USED M NOT USED H NOT USED p NOTE: / 6'-0" L DIMENSIONS SHOWN ARE FOR 3/4.. / NOTE: ,^ ` ,. REFERENCE ONLY.REFER TO PVC SYNTHETIC 2'-I I/4" 3'4" DIMENSIONS SHOWN ARE FOR v' ." VENDOR SHOP DRAWINGS FOR 6'-7 /4n / REFERENCE ONLY.REFER TO Q g FINAL COORDINATION LEATHER \ '.1.1 VENDOR SHOP DRAWINGS FOR U d.N FINAL ORDINATION �� O E ua MC- v m n ////,/,//////////(i//,,z,,///i�//// 2l„ _\CURRIES OPEN TO FOLDINGrTABLE // �////// 1///// /////1/////J'/1///////////////Y/'` Ili' A BEYOND(TYP.) WI /////////// ///////////////////////////////////// HOT ROLLED STEEL EDGE /////////// ///////////////////////////////////// /////////// ///////////////////////////////////// A /////////// ///////////////////////////////////// A9 7:1=i4=11-1:= /////////// 7, ///////////////////////////////////// /////////// ///////////////////////////////////// REFER TO ELECTRICAL SHEETS FOR w .EQ DEQ EQ y EQ.//EQ//EQ„EQ/ /////////// //////////////////n//-/-1��-11G LLL./_/—//J-✓_ ADDITIONAL INFORMATION FOR TOWER AND Axes uEe 1OTes*a.Eo oEsxacnirtw 1 /////////// 0 To //////////////////L/A—/7777777777-7-7-/7/7/7/T— DATA REQUIREMENTS.COORDINATE MILLWORK /////////// m ///////////////////////////////////// OPENINGS WITH VENDOR SHOP DRAWINGS 11E k '" ///////////////////////////////////// EN _ /////////// /////////////////////////�//////////// SEAM LOCATION(TYP.) /////////// ///////////////////////////////////// EQUAL SPACING /////////// ///////////////////////////////////// STORE NO. /////////// /////////////////////////////////1/// - PVC SYNTHETIC 111 /////////// LL/////////////////////////////////// LEATHER = /////////// ® PROJECT LOCATION' - Y, WASHINGTON SQUARE I FI ; 6'-3 I/2" k 9585 SW WASHINGTON N / / s 2 1, r-a vz^ 3 3/3/41 / ` 3 3/4' SQUARE RD SPACE#F01 NOT USED 1"=1'-0" 1"=1'-0" 1'-0" PORTLAND,OR 97223 1"= C DESIGN TYPE NOTE: NOTE: DIMENSIONS SHOWN ARE FOR DIMENSIONS SHOWN ARE FOR REVISIONS: / EREFERENCE ONLY.REFER TO REFERENCE ONLY.REFER TO VENDOR SHOP DRAWINGS FOR VENDOR SHOP DRAWINGS FOR / I'-6" B" / FOLDING TABLE FINAL COORDINATION FINAL COORDINATION ELECTRICAL CONDUIT DOWN THROUGH REQUIRED BY. DATE E.4.1 WALL FOR CASHWRAP POWER AND Q DATA.COORDINATE WITH ELECTRICAL m kL/ TISSUE DRAWER m t AND VENDOR SHOP DRAWINGS LANDLORD COMMENTS 042.017r WITH FULL .11SII EXTENSION GLIDES ` GYP.BD.WALL AS SCHEDULED.REFER /EQ.//EQ.//ED//EQ.//EQ. EQ.//EQ-/ 6 TO CONSTRUCTION PLAN m O` iN •MCAT ES NO REVISION TO THIS SHEET DRAWN BY: AMA _ CHECKED BY:ELM pl \\.\ = P REFER TO ELECTRICAL SHEETS FOR `{ / ADDITIONAL INFORMATION FOR POWER AND DATA REQUIREMENTS.COORDINATE MILLWORK OPENINGS WITH VENDOR �. I'-1 1/2" , TO BEYOND EN / SHOP DRAWINGS \3 3/4" (TYP.) NOT USED 1 1 ° P CASHWRAP ELEVATION 1"=1'-014 L K C - A9.2 AP.2 HOT ROLLED STEEL COUNTERTOP EDGE—a Lii N� K as DRAWING TITLE: CASHWRAP U, DETAILS 12 IP I DATE ISSUED: / 3'-G" 2'-2" 04/07/17 5-2" PROJECT NO: / 170128 L AP.2 DRAWING NO: a 1"=1'-0" 1"=1�_0„ 1"=1'-0:, A9.2 ® NOT USED N NOT USED J CASHWRAP PLAN A� IS REFTO REFL.OP CEREILING PLANS I ^ RE CEIILING PLAN REFER TO DISTRESSED OWNER: /� FU WALL WOOD BLOCKING PARTITION __ 111111111 — `/ 9'-O"AFF FULL LENGTH OF DOOR TYPES WOOD SSLAT p UNTUCKit\ T.O.PARTITIONS m WALL- S T.O.PARTITION HARDWARE NA WAD CASING(TTP.) REFER TO LE G.C.TO PROVIDE 256W FINISH SCHEDULE F.R.T.IN- ALL BLOCKING BETWEEN STUDS FOR SHIRTS DESIGNED TO ✓/ PAINTS ATTACHMENT OF FREE BE WORN UNTUCKED. 1r; H2 H2 r DOUBLE 3 5/B"METAL ✓ FITTING BBENCHDIESS(PI) ROOOMETAL 379 WEST BROADWAY 7'-0"A.F.F. AIO.I I�I 7'_ STUDS-SECURE TO ROO1'i NEW YORK,NY,10012 E AIO.I I 1 0"A.F.F.JJ�� ACCEPTED.BENCH SHALL BE T.O. F.R.OPENING `—J TO.F.R.OPENINGY FLOOR SLAB AND LINTEL CURTAIN FIXED TO THE WALL ON THE HANG BAFR LONG SIDESIBL To COMPLY WITH - ARCHITECT/ENGINEER: ——— 1"""�,"Y\" � ACCESSIBLE CODE ®FM ✓ _��\] 7¢HANG BAR �~a I R 88 LLQ ✓ '✓ I Iv V tl tl m m 11, 7A%t�/1J1� �a I'I✓ 1 O v 1-18: I -- �l((�=am(Vit® ✓ �ii i, NN =# ,.�'.LCLXJ"/C1 "\ \\t'I ,....6.11» 1� T-0"A.F.F4 I s-L S LIGHTLY B.O.TRIM I G.C.TO ROUTE DISTRESSED DOUBLE 3 5/8" = RECESS INTO MOOD WOOD SLAT WALL METAL STUDS S _ D D TRIM TO ACCEPT -REFER TO LINTEL WOOD SLAT WALL N v Al.l All.l FINISH SCHEDULE '^ ENDS FINISH. HI CUT O JAMB 0 HEAD FITTING ROOM CAULK ALL HIDDEN. ` O _ CAULK ALL EDGES CURTAIN J� WITH CLEAR SEALANT. FINISHED FLOORS - FINISHED FLOORS TYP.ALL SIDES LU a FITTING ROOM ELEVATION 1/2^=1-a' S FITTING ROOM ELEVATION 1/2 -1`0' M F.R WOOD JAMB DETAIL 3"=1'-0° H BLOCKING DETAIL 11/2°=r-a' D _ „ REFER TO REFL. I !e �� I fid, CEILING PLAN U A� REFER TO REFL J. ,y PARTITION CEILING PLANS T.O.PARTITION Q *12 REFER TO TO REFL. . .F.R.PARTITION O d C CEILING PLAN r —1N H2 H2 . A10.1 I I 7'0"AFF}. d 3o v I ATO I T.O.F.R.OPENINGY L J TO.F.R.OPENINGS t n COrm 02017 THE ARCHITECT/ENGINEER AfgAr 1 STORE NO: m D D All.l All I PROJECT LOCATION WASHINGTON SQUARE 9585 SW WASHINGTON �_- o'-o'h o'-o"A SQUARE RD FINISHED FLOORY FINISHED FLOOR SPACE#FO1 1/2"=1'- " 1/2"=1'-0" 1 1/2"=1'-0" 1 1/2"=1'-0" PORTLAND,OR 97223 FITTING ROOM ELEVATION R FITTING ROOM ELEVATION L NOT USED G NOT USED 0 C DESIGN TYPE: REFER .i. CEILTOING PEI_ L. REVISIONS. ^VVVVVVm m I ,V REPUIRED RV e T.O.F.R.PARTITIONS DATE LANDLORD COMMENTS 06.2017 ACCESSIBLE FITTING ROOM BENCH 3/4"5 12"F R.T. y IN-WALL BLOCKING FOR • FREESTANDING F.R. INMATES NO REVISION TO THIS SHEET BENCH-ATTACH BENCH TO WALL IN ACCESSIBLE 7 DRAWN BY: AMA FITTING ROOM ONLY A01 ___ , 4'-0" a-o" a'-a" CHECKED BY:ELM D D D D T All.l AI I All.1 AIII • ' 60"TURNING 1-11 DIAMETER�r� 10 I 1 I I I I I I I M giiiiilliiN ......... SIV '\I1�, A1o.I 5I M. . I I I I 1 �I FINISHED FIS-001 -0ORY J AR"}. 30"X4EAB CLEAR Ala FITTING ROOM ELEVATION 1/2"=1'°" K = s ®' L L L AI0.1 AI0.1 AI0.1 AI0.1 Fsin. sln. sn REFER TO REFL J� AI01 N. I AV i CEILING PLANS : _ 2LL I 9'-0"A.F F.J� Q 3'-6"BENCH "' m m T.O.PARTITIONS CI_ R SIn. R sln. R T.O.F.R.BPARTITION • mQ A101 AI0.1 AI01 . H3N38 vav' ® ® ® ® .''O / \ / \ / N / T-0"ENING . ��" DRAWING TITLE F.O.F.R.OPNINGY \ \ \ \ \ \ FITTING ROOM \ \ \ DIVO DETAILS \ \ I I \ \ \ \ DATE ISSUED' \\ \\ \\ \\ THESE DETAILS ARE FOR REFERENCE ONLY 04/07/17 1 \ \ I THESE PLANS ARE FOR FIXTURE ILLUSTRATIONS,FOR OPEN I OPEN OPEN OPEN EXACT ROOM SIZES,CONFIGURATIONS AND DOOR SWINGS-REFER TO THE"CONSTRUCTION PLAN'. PROJECT NO. \\ \\ \` \ D I G.G.TO INSTALL BASE TIGHT TO THE FLOOR IN FITTING 170128 A \ \ \ \ ROOMS AFTER INSTALLATION OF THE FLOORING.G.C.TO - \ \ \ \ FLOOORIING AFTER ARE ISTALLA INSTALLATION IS COMPLETE.ASE AND DRAWING NO G.C.TO ENSURE ADEQUATE F.R.T.IN WALL BLOCKING FOR Al 0. 1 ALL TOLL MOUNTED ITEMS. \ \\i I I -r 1-- \I -1 1— \I I I T II � 1 L-_ 0'-O' FINISHED FLOORS FITTING ROOM ELEVATION 1/2 =1-° j FITTING ROOM PLAN DETAIL s/a"=1'-°" A a - - HEAVY DUTY GENERAL NOTES, B' MAX 12'-0" O.C. MAX NOTE, OWNER: 12 GA VERTICAL SUSPENDED MAIN I. ENDS OF MAIN BEAMS AND CROSS TEES TYP SPLAY WIRE/STRUI/T WOOD BASE TO B• MUST BE TIED TOGETHER TO PREVENT 6''0" WALL AS SCHEDULED INSTALLED AFT'- WALL AS SCHEDULED SUPPORT WIRE @ 4'-0" BEAM @ 4'-O" O.C. SPREADINGMAX --- CARPET INS-ELATION UNTUCKit\ O.C. EA. WAY. AND WIPP\ 2. HEAVY DUTY GRID SYSTEM REQUIRED. IKATT�` MAX MAX. e" FROM ALL 3. CEILING AREA>1000 NT FT To ANDRI If I:I I I�� ITiI� x � SHIRTS DESIGNED D. �� I HORIZONTAL RESTRAINT WIRE RIGID �iiiiiiii1N a a f BE WORN SIGNED TO EDGES � BRACING. �iiiiiiii+I; 1-_B-I 13/4"X T"SCRIBABLE POPLAR 379 WEST BROADWAY 4. CEILING>2500 50 FT TO HAVE SEISMIC ii $AE"TSCRIBED TO "AT HIGH OINT)- HEAVY DUTY SEPARATION JOINTS OR FULL HEIGHT f�iiiiiiiiii i0 B-I 3/4"X 7"SCR'=.-=LE POPLAR NEW YORK,NV.10012 ■, 3/4 0/q^ SECURE IN PLACE WITH CONSTRUCTION SUSPENDED CROSS JO' PARTITION. �iiiiiiii�lBASE SCRIBED TO 6°AT HIGH POINT)- ADHESIVE AND ANGLE FINISH NAIL-G.C. 5. CEILING WITHOUT RIGID BRACING MUST SECURE IN PLACE. H CONSTRUCTION TEE @ 2'-O" O.C. MINIMUM OF 3 riiiiiiiiir� // TO FILL NAIL HOLES TO SMOOTH FINISH, TIGHT TURNS HAVE 2"OVERSIZED TRIM RINGS FOR �ii=iil�ii� N ADN AND --CLE FINISH NAIL-G.C. SAND, PRIME, AND PAINT PER FINISH ARCHITECT/ENGINEER: SPRINKLERS AND OTHER PENETRATIONS. 1v IZ TO L AIL •LES TO SMOOTH FINISH, PLAN-ALL SEAMS AI BE BACKOUT 45' �P�- * ''' AT ALL WIRES 6. CHANGES IN CEILING PLAN MUST HAVE riiiiiiii11 UZ ;_'� F �I AND PAINT PER FINISH / B U POSITIVE BRACING K�iiiiiiii�l \Si Z /s•P L SEAMS TO BE BACKOUT 45' i " ted ed Q \� �` 7. CABLE TRAYS AND ELECTRICAL IIiiiiiiiiir'i \Si ("J d a x x CONDUITS MUST BE INDEPENDENTLY ��iii�iiill '''C IT SUPPORTED AND BRACED I1IM=II�1•=I#11 'i11 N Z ''./ /- FLOORING(VARIES)- 1 --; I I ;m - ` B. LIGHT FIXTURES(ALL TYPES)TO BE Q .:: i :EP::TIEOFISE ! Q/I1w. m co AIR TERMINALS SUPPORT REQUIREMENTS:•LL INALUPPP ' 75°DIAX22GA 4'3' LWKNUT AFTER FLOOR BEFORE .TALLING TO MATCH TOP OF FLOOR r 20 TO 56 LBS-POSITVELY ATTACHED TOE I'DIA X 20GA 5'-0' CARPET TILE v ' CEILING SYSTEM IS MOLDING ` NOTE' GRID AND TWO 12 GA WIRES TO 1.25'DIA X 20GA T-0' < FASTENING TO STRUCTURE STRUCTURE(MAY D SLACK) �" LEVELED • >56 AS SUPPORTED DIRECTLY TO EMT-BUTT TIGHT 1.5'DIA X 20GA 5'-6' 5/e" GYP. BD. 00. ABOVE TO COMPLY WITH TO CEILING SYSTEM 2'DIA X 20GA II'-6' NTE: LANDLORD AND OR LOCAL x SI RUC'URE BY APPROVED HANGERS REFER TO CEILING PLAN 12 GA HANGER WIRE HIGH SEISMIC STORES 2.5'DIA X 15GA 14'-b' BUILDING DEPARTMENT A (4)SPLAY wIREs/COMPRESSION STRUT RIC SEISMIC DESIGN 3'DIA X 15GA 17'-3' W 5 IAII INC SEISMIC CATEGORIES' FOR ALL CEILING HEIGHTS. REQUIREMENTS. —STABILE I BAR 3 • GRID PERIMETER RIVETED CATEGORES D,E,F 3.5'DIA X 1 3A-1 O„3' 3 =1'-0" 3"=1'-°" SUSPENDED GYP. BD. CEILING 3"=1'-0" S ACT CEILING LAYOUT M '1ALL BASE DETAIL WALL BASE DETAIL D ;CC ." ANGLE BRACKET OR 8" MAX- B.O. E) ROOF DECK/STRUCTURED, CONNECT TO STRUCTURE a OR (EJ FLOOR DECK/STRUCTUREY GTP.BD.COLUMN ENCLOSURES TO ABOVE PER DETAIL C/A. O '� NI cop.ATTACH PER MFCAT PERIMETER RECEIVE METAL CORNER BEADS N 0, NOTE: f� COMPRESSION STRUT @ 12'-0"O.G. - CON 3 5/0"(OR b')X 20 GA. RECOMMENDATIONS. SPACKLE 6 SAND TO MAKE FAST NG TO STRUCTURE ABOVE REFER TO SPECIFICATIONS 5 ION I EA.WAY AND WITHIN 6'-0"OF TRACK AITH(I)#12 SCREW IN \ TO COM- WITH LANDLORD AND "ACCESS DOORS AND PAN "FOR MINIMUM OF 3 TIGHT 5MOOTH(TYP) EACH FLA .E OF EACH TU D.OR LOCAL:• DING DEPARTMENT MANUFACTURER AND ••EL NUMBER. -o' /8 CLUSTER OF- m I� OF CROSS HT G 12 GA SPLAY N `". .,',:.' SPLICE TRA LENGTHS AT \\ \\ o E 4, PERMITER FROM METAL S CLIP STUD SC.ORT WARE AND MAX IN CLR I 0' ANGLEOTHER SPLAY LINGERUNNEH ? FASTENERS,SECU n TOLC0 COLUMN )_yl2 SORE - TYP E D in REFER TO DETAIL BURNS AT ALL AIRES. n CLUSTERS 12'(4)IN 21 OF INTERSECTION • \ \ 0 E o e WV FROMT ALL EDGES ®. .L FROIY PLANE AND MAIN RUNNER. A - WS \ \ DIA A BRACE PER N o N REQUIREMENTS. 12 1 „ , O. WIRES 45'MAX \ D AIL A/AIl.3 S m 4 IIP SYST1 FOR CEILING IRE MUST NOT EXCEED V_F �R � II ,� LUS -0”OC.EA.WAY i \MALL 5 'UGTURAL COLUMN- PROVIDE STANDARD BRIDGI \ $45. MAX. OM/TNE ARCHITECT,DIGNEE0.ASSUMES HO LSYSTEMANDHAN 4 1:6 SLOP(+/10) Iraas�-�aa.d AND WITHIN 6'-0"OF CEILING ( �KEFE:TO CONSTRUCTION PLAN4'-O"O.C.MAX UNLESS FULL H• �yir— -\PERIMETER _ O:SHAPE SHEATHING 15 ATTACHED TO 00T`WIREREQUIREM2"MIN WALL MOLDING GRID ` VARIES � _ FACES OF WALL.(CONNECT BRIDGIN FINISHED CEILING RESPONSIBILITY OP.BILIMOR IIIE USE OF(�15� MEMBERS ATTACHED TO J, z ( )/�.V� WALL MOLDING 4 2 REFER TO CLGPPAIJY �V TO STUDS-REFER TO H/411.2). — �IWHERE OCCURS anFns OVING:xe EIMIORY.0./nlrtnv, V✓\ ADJACENT WALLS USING POP ACOUSTICAL La PROFILE OF PANEL (I)LAYER OF 5/B"TYPE'X'GYP. 0. RIVETS OR SCREWS CEILING TILES EDGE AND GRID g� BD.FROM FLOOR SLAB TO 6" 1053=13,- GRIP SYSTEMTRIMABOVE REFER TO INTERIOR srnre rnomcnw rEnnsranrsrvww STYLE MAT VARY 11 5/0'GTP.BD.BOTH SIDES,OR • * � " SUSPENDED 3 5/0 (OR 6')%20 GA.METAL STUDS —jll _q1)=1111111REFER TO FINISH '-' AT I6"OC.INSTALL METAL BRIDGING ONE SIDE ONLY WHERE OCCURS AT GRID SYSTEM CROSS MAIN SCHEDULE FOR O AT 4 0 O C A5 REGID BY CODE. PERIMETER DEMISING WALL 4,1111111111M • `III_-- — MATTA`HED SIDE (REFER SUSPENDED SPEC RUNNERO.C. ACTUAL i1f"Prr,`v— �,'•® - - F45T DIA.POWDER ACTUATED IN HEAVY DUTY ENERS(HILT OR EQUIVA N �`OYES INSTALL GYP.BD.ON ONE SIDE IFIL : ELEVATIONS O ISS ,. �T BACK TO BACK CONDITIONS OR STORE NO: 3/4 MEMBER @ 2-0 OR 4 O" SPEGI FICATION • TO CL REFER WALL OR SOFFIT FRAMING AND MWOTH LANDLORD AND OR LOCAL OUILDING ^ NOT O.C-MAX ANiXEL FROMEACHD - RIMETERCONDITIONS.5/8" GYP. BD. TO GLG PLANS FASTENING TO STRUCTUREABOVETOCOMPLY WDER ACTUAFASTEN -5 ARETAPE AND 3„ FRAME. INS AL#6 4LLOwED BTLBU .INC _• ,Z FINISHES.REFER TO SPECIFIC DEPARTMENT REQUIREMENTS. OFFICIAL, THEN RE TN I/4"DIA. CONT.3 ="(OR 6")X 20 GA.MIL PROJECT LOCATION: SAND JOINT E �_� DETAILS - • TRACK WITH I)RB SCREW AT EACH FOR SEAMLESS VARIES HILT!KWIK HUS-EZ C. `-EYE SCREWS. FLANGE OF EA- STUD WASHINGTON SQUARE APPLICATION. 3 REFER TO CLG PLAN ' STABILIZER BAR AT CONFORM TO BASIC MINIMUM REQUIREMENTS --_— ELF TAPPING UN-ATTACHED SIDES ONLY. ESTABLISHED IN ASTM C636 12"OR MINIMUM FLOOR FINISHES. EE FINISH _ 9585 SW WASHINGTON DROP-IN ACCE- OF WALL TYPICAL PLAN AND SCH • LE) -" REFER T. TUD SQUARE RD PANEL. FINI ' TO SCR- S. ®UN-ATTACHED SIDE REFER TO DETAIL K/AI2.01 FOR CEILING ��/ MATRIX.F/- 2 MATCH C- INC. LAYOUT REQUIREMENTS. (E)FLOG- SLAB / SPACE#F01 \y-- PORTLAND,OR 97223 • ILING MOUNTED ACCESS PANEL = ACOUSTICAL CEILING TILE 1112"=1 ° LLUMN ENCLOSURE DETAIL 3"=1'-0"N , I,�N-RATED PARTITION 1 =1 0 O� DESIGN TYPE- EDGE OF DRYWALL BEYOND "�/F�� ___\\\ EDGE OF METAL DOOR JAMB WOR STOP j�% REVISIONS: MANHATTAN AMERICAN ZINC EWE OF DR • L BEYOND ,'(E)STRUCTURE /I Y I REQUIRED EV- DATE A.)FLOOR TRANSITION ` PIPIP //,�� NOTE:AL• TOP OF TILE , •GE OF DOOR JAMB AE LANDLORD COMMENTS 0.62017 WIT •P OF TRANSITION STRIP SAI FS FLOOR NON-SALES AREA lit SALES AREA 5/3"GYP.BD.BOTH SIDES OFINISHED CEILING(TYP.) S PROVIDE STANDARD BRIDGING AT (N)VCT FLOORING \�\\ l�Il) � LOORING �V_ 0-157"DIA-POWDER ACTUATED A N 0"O.C.MAX UNLESS FULL HOT � SHEATHING 15 ATTACHED TO BOTH ALL TRANSITIONS BETWEEN FACES OF WALL.(CONNECT BRIDGING •��`'•;•�••. DISSIMILAR FLOOR MATERIALS FASTENERS(HILT'%U OR EOU V LE T) TO STUDS-REFER TO H/All.2). .. FROM EACH END �� pip �� •��•�� MUST A FLUSH AND LEVEL. P I6"OG.MAX AND 2"FR E INMATES NO nEvlwox TO ixls SHEET ♦••♦r�� • •�� •• •�...11111011000. � ••• � BTB BE IF POWDER ACTUATED FASTENERS ARE 3 5/B" STUDS 20 G4. / // / , •• OFF ALLOWED BY LOCAL BUILDING METAL I6"Q.c. DRAWN BY: AMA OFFICIAL, THEN REPLACE WITH I/4"DIA. STAGGER ALL SEAMS OF HILT!KWIK HUS-EZ CONCRETE SCREWS. CHECKED BY:ELM SUBSTRATE.STAGGER SEAMS CONT.3 5/B"(OR 6"),20 GA.MTL BETWEEN SUBSTRATE AND 111 TRACK WITH ARDEX IED OVER RUBBER FLOORING BASE AND FLOOR FINISHES.(SEE FINISH ()s+0 SCREW AT EACH EXISTING SUBSTRATE EXISTING TILE FLOORING (E)TILE FL•• PLAN AND INTERIOR ELEVATIONS.) ...I FLANGE OF EACH STUD �I'I• -1 ARDEX INSTALLER TO GC,TO ADJUST SETTING BED (E)FLOOR SLAB , REFER TO STUD INSURE SMOOTH TRANSITION �ER FLOORING TO ACHIEVE TO EXISTING FLOORING' ANSITION MATRIX-F/AII.2 NOT USED F NON-RATED PARTITION (TO STRUCT.) 1"=1'-0"" B V1NYLIO VINYL FLOOR TRANSITION �� - FASTEN DEFLECTION PLATE CONTINUOUS FIRE RETARDANT �I II� ALL FLOORING MUST ALIGN WITH AFING MATERIAL j SEALANT AT TOP AND BOTTOM / / TOP OF TRANSITION STRIPS TO j // OF PARTITION, BOTH SIDES. B BEYOND OR MB ACHIEVE 4 FLUSH AND LEVEL VARIES BO � �%/ 1 - / SURFACE '. / AVARIES BO. I%%/%O� IL-LLII NO R®ICER 8TNP8811MlEE pgilJlTl®. (E)STRUCTUREY(E)STRUCTURE Imo.I MANHATTAN AMERICAN ZINGLAYERS 5/B°TYPE"X�� (I6 GA.)FLOOR TRANSITIONGT` BD.EACH SIDE � J-SHAPEMETALTRIM, � �...Mrall OOR STOPpRILL A I DIA HOLE X 2 I/2" 1 NIGH O DECK ABOVE.- BOTH SIDES.DEEP AND SET STRIKE INDUST PROOF STRIKE EDRAWING TITLE: SILICONE.TOP OF STRIKE MUST All.2 SIT FLUSHpJTOPOF FINISHED 91M. FLR.RECTANGULARPLATETO3 5/0"(OR 6") OP t BOTTOM3 5/B"(OR 6")X 20 GA.METALRECESS DOWN INTO FLOORINGMETAL TRACKS 4` NOR TO57VD54Tib"Qom. CONSTRUCTION STRUCTURE ABOVE O 24"O.0 DETAILS O ACaIEVE FSUSHETRANSTION PROVIDE DEFEOTION pLEND.TENANT 'I. TOP A5 REO'D BY CODE 3 5/B"(OR 6")TOP t BOTTOM METALIF POWDER ACTUATED FASTENERS ARE- • .,...•.• ..w-... ...••a 3 5/B"(OR 6)X 20‘ PRATE AT TOOK TO STRUCTURE VINYL 1111 011111111="11261111111111MIE TENANT VCT FLOORING FLOORING 1 MALL TILE FLOORING ABOVE AT 24 O.C.MAX AND 2" FROM NOT ALLOWED BY LOCAL BUILDING AL STUDS A END.(PROVIDE DEFLECTION AS EO'D BY NCRETE •�� —+n••••••• —ASElli F 5TENERS(HILTT -UOR / REFER TO SATUD 5�i8"HGYP BD.PYPERX)BOTH CODE.) .. OILT`KwIKTHU5 EZPOO REFER TOSCREWS.DA DATE ISSUED: - MET DIA POW SATED EW5 04/07/17 I, ,- r EQUIVALENT)@ O.C.MAX Si_' TRACK SWIT I)43SCREWAT EACH F D7 STUD AND 2 FROM ACH END _r 5 MATRIX,F/All.2 PROJECT NO: T�^� "DIA.POWDER 170128 G C.TO SUPPLY AND FLOAT FLOOR 4 MI 'MUM OF 6'-O" � ' I ' BASE A " FLOOR FINISHES FASTENERS(HILT'%-U ACTUATED EW VALENT) DONT.3 5/8"(OR 6")%20 GA.MTL P, INSTALL ALUM.ACCESSIBLE OUT FROM TRANSITION STRIP TO EXISTING SUBSTRATE (SEE ISH PLAN AND P 16"O.C.MAX AND 2"FROM EACH END TRACK WITH(I).3 SCREW AT EACH THRESHOLD ALIGN VCT TO TILE FLOORING INT -IDR ELEVATIONS.) FLANGE OF EA. STUD • HOLLOW METAL DOOR "•I BASE AND FLOOR FINISHES. (SEE FINISH FLANGE OF EACH STUD DRAWING NO: 27 PREPARE SLAB •BELOW TILE 61i:. I '.I PLAN AND INTERIOR ELEVATIONS.) I I EXISTING SUBSTRATE FLOORING PER MANUFACTURERS �,,,/�� N ASSEMBLY PER UL snU465 :� -1 NOTE:ASSEMBLY A 11 . 1 SPECIFICATIONS-SHOT (E)FLOOR SLAB PER 0411 BLAST/SKIM COAT A5 REQUIRED / (E)FLOOR SLAB / ' B CONC. TO VCT FLOOR TRANSITION FULL N INTERIOR ENTRY FLOOR TRANSITION FULL j z2/HOUR RATED PARTITION (U411) 1"=1-0 1 HOUR RATED PARTITION (U465) 1 -' ° A MIL STUD FRAMING, TYP.SEE WALL LEGEND ON ARCH OWNER: DRAWINGS, a DETAIL F/A11.2 FOR STUD MATRIX UNTUCKit► LIGHT GAUGE FRAMING - CROSS REFERENCE GUIDE 2".2"X 16 GA CHANNEL CLIP 1/2' SHIRTS DESIGNED TO ANGLE 1/4"LESS THAN STUD WIDTH, BE WORN UNTUCKED. MIL. THICKNESS - GAUGE NUMBER CROSS REFERENCE TYP. -ATTACH AT EVERY STUD WITu(4)sB SCREWS �� 379 WEST BROADWAY 25 GA. 18 MIL :;ir NEWYORK,NY,10012 22 GA. 27 MIL I6 GA. 54 MIL 20 GA. 33 MIL 14 GA. 68 MIL AT LOCATIONS WHERE VERTICALARCHITECT/ENGINEER: 18 GA. 43 MIL 12 GA. 97 MIL STUD SPACING I5 TIGHT, NOTE,SEE STOREFRONT FRAMING PLAN (MAKING INSTALLATION OFA/AB.I FOR LOCATIONS WHERE BEAM IS ANGLES DIFFICULT AFTER STUDSCONTNUOUS ACROSS TOP OF COLUMNARE IN PLACE), ATTACH ANGLESuEXAMPLE CROSS REFERENCE: TO STUDS BEFORE INSTALLINGTSTUDS, 3 5/8", 18 GA STRUCTURAL METAL STUD 562 S 1&2- 4S METAL STUD � ) � LOTS=FOR THE FULL HEIGHT L STU FLA GE UD LENGTH OF WALL, METAL WALLDEPTH (T.TRACK) WIDTH THICKNESS STUDS SHALL BE BRACED WITHSTANDARD BRIDGING P 4-0 O.G-3.625" .1625" .43 MIL(IBCA.) HOWEVER, BRIDGING 1s NOTI..3 5/8" .I 5/8REQUIRED ALONG ANY PORTION OFVERTICAL WALL WHERE SHEATHING(GYP.BOARD, PLYWOOD, CEMENT BOARD, ETC.)IS ATTACHED TOTYPICAL STRUCTURAL STUDS AND TRACKS BOTH FACES OF THE WALL I LDRIDEX /2"NPX 1-LGAO COLD-ROLLED 2"DP -LOCATE FORMER STANDARD DESIGNATION NEW SSMA DESIGNATION AT 4'-0'O.C.MAX VERTICALLY a (STEEL STUD MANUFACTURERS 1 1 1 ASSOCIATION) VAI �` NOT USED _ S 2 V2", 20 GA. STUD Al 1 5/8" FLANGE 2505162-33 BRIDGING DETAIL 1 - H ( -} -=___ , r 2 2 1/2", 18 GA. STUD w/1 5/8" FLANGE 2505162-43 - r`` �� y PI000 UNISTRUT 3 5/6", 20 GA. STUD w/15/3' FLANGE 3625162-33 SEE PLAN $m n 3 5/8", 18 GA. STUD w/ 1 5/8" FLANGE 3625162-43 UMRING HEIGHTS FOR INTERIOR METAL SND PARTMONS a I LT-ONS FOR U SPRING NUTBUILT-UP BOX BEA / y/ ,^ SALES PARTITIONS WITHOUT SHELVINGATTACHEDQ¢' � 6", 20 GA. STUD w/1 5/8" FLANGE 6005162-33 NON-SALES pARTrt ONS WITHCIIT SHELVING ATTACHED 4 # ist) g ri�Ji� IX GA TO"TRACK 5 o 6", 18 GA. STUD Jul 1 5/8" FLANGE 6005162-43 ALL SEISMIC DESIGN CATEGORIES (TRACK rEPTN SHALL MATCH 5TUD (1.! E'O •' �M^ 8", 18 GA. STUD w/1 5/8" FLANGE 8005162-43 15 GA.PLATE EACH DEPTH) E 0 o 5", 16 GA. STUD w/1 5/8" FLANGE 8005162-54 SIDE WITH(B)-SN PAN �� .E 3„ STANDARD NUT 10", IB GA. STUD w/15/B" FLANGE 10005162-43 IIlllo snu RAMSW ano NAIL MW.NLI4 HT HEAD SCREWS. r e 10", 16 GA. STUD w/15/8" FLANGE 10005162-54 o®IUMTIOM OB'Th wrnx GAME SPBBS WWY1EpMfmEN001MLB11ME STOP ULL LENGTH TRACKS OF 12', 16 GA. STUD w/1 5/8" FLANGE 12005162-54 3625162- -4L,_:_____:, - BUILT UP COLUMN SHORT OF TOP 0201,11E ARCHITECT,ENGMEEP ASSUMES. 3/5"DIA A%THREADED 33 3-Sre' -5/B' 20 Ib' ROD(INSTALL SNUG rr.Hr, 12", 12 GA. STUD w/15/8" FLANGE 12005162-97 3625162-d3 IT b DO NOT OVER TIGHTS') 3-5/B' -5/B' IB I6' I TRA 9'-0' 3625162-54 3-5/5^ -5/5' IN 16' 20'-6' 11 i I 1 5/8", 22 GA. TRACK w/1 1/4" LEG I62TI25-27 6005162x3 6' -5/5' 20 16' 26'-6" 1 5/8", 20 GA. TRACK w/1 1/4" LEG I62TI25-33 6005162-43 6" -5/B' IS 16" "Ru:.. O,R"",.TS"o"SNw<RRRk 0'-6^ I EXIST 2 1/2", 20 GA. TRACK w/I 1/4" LEG 250T125-33 6005162-54 6' -zre• 16 16' BAR JOIST 2 1/2", 20 GA. TRACK w/2° LEG 250T200-33 STANDARD T 2 I/2", 18 GA.TRACK w/I 1/4" LEG 250TI25-43 2 1/2", IB GA.TRACK w/2" LEG 250T200-43 7 3 5/5", 20 GA.TRACK w/1 1/4" LEG 362TI25-33 3 5/5"OR 6"DEEP 3 5/S"OR 6" OT/ TRACK A5 LIMITING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS STUDS AS REQUIRED DETAILS BY OTHER SECTIONS AND STORE NO' 3 5/8", 20 GA.TRACK w/2" LEG 362T200-33 SALES PARTITIONS MTH SHELVING ATTACHED BY DDETA RECTION$ DerAILs3 5/8", 18 GA.TRACK 44/1 I/4" LEG362TI25-43SEISMIC DESIGN CATEGORIES AAND BAND Der41Ls le Il 3 5/8", IS GA. TRACK w/2" LEG 362T200-43 PROJECT LOCATION: S ANDARD NUT a 6", 20 GA.TRACK w/1 V4" LEG 600T125-33 61110 3T RMS swo MW WASHINGTON SQUARE OVIEW A-A �, 'ASHER PLATE 6", 20 GA.TRACK w/2" LEG 600T200-33 W WAMSN o WOW WOE MOW PI000 UNISTRur 1Laa11611 FLBnME 9585 SW WASHINGTON 6", 18 GA. TRACK w/1 I/4° LEG 600T125-43 3625162-33 3-5/B' 1- 6", IB GA. TRACK w/2° LEG 600T200-43 sre' zo 16' SQUARE RD 3625162-43 3-5/B' 1-5/B" IB 16' 10-6" I IGHTGAGE BOX BEAM TO � TSL AP CO 3625162-54 3-5/6' -5/B" 16 IN' IB'-0" COLUMN CONNECTION PORTLAND,OR 97223 N TYPICAL NAT (FURRING) CHANNELS (TYP,UNLESS NOTED) 7;� A O� 7/8", 25 GA. FURRING CHANNEL 087F125-18 MIRING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS DESIGN TYPE: 7-.... 7/8", 22 GA. FURRING CHANNEL 087F125-27 NON-SALES PARTITIONS WITH SHELVING ATTACHED ,41011111 — (. SEISMIC DESIGN CATEGORIES A AND B O I REVISIONS: WC MO\ LIGHT GAUGE FRAMING SCREW CONNECTIONS ° 1A110N , ROOR61Ne&IMOOROMMLBIUCE 2I 1 REWIRED BY DATE IF UNISTRUT SUPPORT IS MORE 3625162-33 3-5/5" I-5/B' 20 16' 15'-0" THAN 3"F-. THE BOTTOM CHORD UNLESS NOTED, LIGHT GAUGE FRAMING CONNECTIONS SHALL BE MADE �u N 3625162-43 3-5re' -5/B' IB 16' I6'-o' I 11 BUIOLT-UP COLUIGNHSHORC OF OBASE LANDLORD COMMENTS wrzvmlT PANEL ,I r, THEN INSTALL THE USING#e SCREWS. SEE DETAIL A/All.3 FOR DIAGONAL BRACING 3625162-54 3-sre' 1-sre' 16 16' n'-o" TRACK JOIST R-INFORCING AS SHOWN IN CONNECTIONS. VIEW , A OR REINFORCE JOIST PER DCTA1 NOTE:AT LOCATIONS WHERE A STUD WALL SUPPORTS BOTH SALES AND NON-SALES AT LOCATIONS WHERE SHEATHING MATERIAL 15 PLACED AGAINST THE/ SHELVING,THE STUDS SHOWN IN TEE TABLE BELOW SHALL BE"DOUBLED UP"AS FOLLOWS:SCREW HEADS OF LIGHTGAUGE METAL FRAMING CONNECTIONS, PANCAKE (2)-1,e PAN HEAD SCREWS EACH SIDE it HEAD SCREWS SHALL BE USED SO THAT THE SHEATHING MATERIALB5 WRENS•0'O.L. REMAINS STRAIGHT AND SMOOTH. IB GA BASE TRACK DBL STUD (TRACK DEPTH SHALL MATCH STUD DEPTH). IN ADDITION,TEE SPACING OF THE TOP AND BOTTOM WALL TRACK CONNECTIONS TO TEE EXISTING STRUCTURE SHALL BE REDUCED tf° •INDICATES NO RENS.,To TNM SHEET TO 6'O.C.MAX.,AND DIAGONAL SPACING SHALL BE REDUCED TO 32"O.C. 1 u G4 G :. c. MN:.A ice: IJ (TYP,CON ESS NOTE.) (4)-3/16' DIA.CONCRETE SCREWS NECTION DRAWN BY: AMA A P27B6 CLAMP BY EXIST NOTES: CHECKED BY:ELM UNISTRUT TYP, j" BAR JOIST I. DESIGN BASED ON ALLOWABLE DEFLECTION OF L/360. CA CND MAX 2. DESIGN BASED ON FY•33 KSI FOR 3 5/5"a 6"STUDS LESS THAN 16 GAUGE. FT•50 KSI FOR 3 5/5",16 GAUGE a 6",16 GAUGE STUDS. P2000 UNISTRUT 3. PROVIDE HORIZONTAL BRIDGING @ 4'-0"OC.MAX PER MANUFACTURER'S RECOMMENDATIONS. 4. DESIGN BASED ON MINIMUM 5 PSF LATERAL LOAD,OR LATERAL SEISMIC LOAD,WHICHEVER CONTROLS. UNISTRUT OPTION 5. TABLE 15 VALID FOR(I)LAYER OF GYPSUM BOARD EACH FACE. 6. FOR STUD DESIGNATIONS REFER TO K/A112. BUTT-SPLICE USPENDED TRANSFORMER FRAMING FULL LIGHT GAUGE METAL FRAMING N.T.S. STUD SIZE MATRIX N.T.S. - - K I SEISMIC DESIGN CATEGORIES A&B _ F ' � EXISTING STEEL JOIST, ;� DOUBLE NUT AND IB GA DEEP LEG TRACK WITH 2" 18 GA DEEP LEG TRACK WITH 2" I �� • JOIST SPAN 29'-0', .1 SOL/ARE WASHERS FLANGE.(DEPTH TO MATCH FLANGE.(DEPTH TO MATCH '� FIEL•VERIFY / VERTICAL STUD DEPTH)ATTACH VERTICAL STUD DEPTH)ATTACH TO STRUCTURE W/(2)x12 SCREWS TO STRUCTURE W/(2)alt SCREWS \ TRANSF•-'R MAX 350 LBS / FAST i ISTRUT TO AT 16”0.C. AT 16"O.G. J015 CHORD ANGLE ' H P2755 UNISTRUT 3/4" 3/4' 3/d' 3/4' • CLAMP(TTP.OF 5). MAX El II MAX MAX µ MAX 1 REFER TO DETAIL P/A112 _ V rte,.. 110-111( FOR FRAMING DETAILS Ifi�figh44�i�l '/\/ I'� 4. __ I DRAWING TITLE: P2000 UNISTRUT 6 `�.•/'I�. 'l 111111111 C� I"DER..GAP VO \ �\ FRAME TO SPAN I'DEFL.GAP (2)JOISTS b•� j ' + FRAMING — SaW/ �/ REFER TO DETAIL G' r�1\ DETAILS ETAIL C� C/VU .4.10 .40.1*.,...,„ P\All.2 FOR ADDITIONAL N:rU: -_,T INSTALL SLIP TRACK AND G 1/•'a L�7 HANGING REQUIREMENTS S SIZES---, FIRE-SAFING MATERIALS I 110, RECOMMENDATIONSPER MANUFACTURER'S NUFTER O �� + ` ' NDARD TRACK W/ ACHIEVE ONE HOUR FIRE WAFERHEAD SCREW IN EACH RATING DATE ISSUED: \ FLANGE OF EACH VERT STUD • t� I/2"HANGER RODSII ' 11.- =RR� • 04/07/17 I �\i ��••; (TYP OF 4) / f� % 'I N-RATED) (ONE HOUR FIRE-' ' EDI PROJECT NO. - • / '�� NOTE:CONSTRUCT WALL PER UL ASSE =Y AT LOCATIONS WHERE SEAMS MIST AF 170128 REQUIREMENTS SHOWN ON ARCHITECTURAL BUTT-SPLICED OVER CQ_UMN DOUBLE NUT HANG'ROD sI/� p'�' IBRATION ISOLATION DRAWINGS. TO SUPPORT U TROT '-',4 ,-d�P'N (TYP.OF 4) DRAWING NO: FRAME AFT-EQUIPMENT SEISMIC DESIGN CATEGORIES A & B Al 1 .2 A I5 LEVEL. P2000 UNI- -UT FRAME lz • SPENDED TRANSFORMER FULL DEFL •N TRACK-WALL ATTACHMENT TO EXISTING METAL DECK 3"- 3"=1'-0" S - - " IC DESIGN CATEGORIES A&B LIGHT GAUGE BOX COLUMN DETAIL A I OWNER: EXIST EXIST EXIST METAL B BEAM FLG JOIST CHORD OR� STL W/(ATTACH O 120 SCREWS ' \ °'+, ROOF DECK alliiMilleUNTUCKit► © SHIRTSDESIGNEDTO 11'1- � MBEFORE INSTALLING 4NCNORS, coNrRAcraRsuALLvERIFrwlru HALLBE WORN UNTUCKED. � M4NAGEMENT THAT ATTACHMENT3]B WEST BROADWAY IAI © � ill % SHIXNN IS ACCEPTABLE. ' © � \— —/ NEW YORK.NV,10012 EXIST MTL DECK OR • P �J�� DAG BRACE /n / / (6)-ap scREws Ar cGMP colvc SLAB ARCHITECT/ENGINEERU WENMEMEMINNENS E4CH ATT4CHMENT12SCREWS, / / CONNECTION AT HI HI E E 3 5/B", I6 GA MTL STUD // / ' O EXIST MTL DECK OR EXIST BEAM O •I'I u u INFILL EA SIDE.CONNECT / ATTACH TO EXIST Y Z TO JOIST CHORD, EA END /JI MAX COMP CONC SLAB f� \ STL W/(3)-012 SCREWS i xu 1 I m _ L WAIL STUD J _ SCREWS OR W/(2)-0.11450 / © �� E L DIA X-EDNS POWDER O A S 1 3 6 VIEW A-A VIEW B-B DRIVENHILFASTENERS BY I y r \ I B VIEW A-A iiiiiiiiiiile t. .0 i�..�I ffi 1/2" ©1/2" 1 I \ 1\ DIAG BRACE pip O © _ __ 0 p MAX MAX \� , CONTIINNUOUS 0 \ \ iii N O © EXIST JOIST CHORD \\ ©) 11I '-. 2 -alt SCREW 4T EACHMAX \ 1 DIAG BRACE VIEW C-C 1LLI FLANGE OF EACH STUD VIEW R-R CC U 3a TI (2)-512 SCREWS P IMIEXIST BAR JOISTS OR =R iS12"O.C. STEEL BEAMS @ 6'-0"VERTICAL STUD WALL a12 SCREWS, hVERTICALTYP O.G.MAX T II iS STANDARD BRIDGING PER STUD WALL 9 EXIST BAR JOISTS OR I y STUD MANUF REQUIREMENTS —1,— VERT STUD - STEEL BEAMS @ b'-O" DIAGONAL EI_ O.C.MAX PERPENDICULAR ti) ^ U iO VIEW C-C WALL JOISTIST BAR I l_ alt SCREWS(TYP) v ' y m VIEW D-D VIEW E-E TYPICAL BUILT-UP BEAM TO STEEL BEAMS �� t0 S S BUILT-UP BEAM CONNECTION (2)ZING C3", 12 GA ` �� E O IN FRAMING CLIPS N r_ dO a EXIST BAR JOISTS @ SEE VIEW B-B • I1 , �` S`O VERT STUD 6'-8"O.C.MAX —J OR CONNECT!o I, alt SCREWS, TYP III WALL PARALLEL II =PAWED,DIGNEEP ns sum.No S q TO EXIST JOISTS II." '�— CODED NOTES: \ QI EXISTING JOIST OR BEAM LANs MR PXYPROJEM ONER 541 EXIST BAR JOISTS 0 2 B [I. ilat II Q DBL b"DP, I6 GA BEAn WITH 3 DIAGONAL BRACING X 5/8, 10 GA TRACK TOP t I. `alt SCREW P 12"c/c SEE VIEW B-B FOR nausramomEsrnnnrcslrxcwrtna 15Wd DIAGONAL ARJOIS - IIIP DIAGONAL BRACING BOTTOM CONNECTION TOIEXIST BAR JOISTS PARTIAL PI AN VIEW B OR STEEL BEAMS VIEW D-DVERT STUD WALL rQ3 AT ALL VERT STUDS WITH DI4GONALSTUD DIAGONALS PARALLEL TOPERPENDICULAR TOIll © \ ATTACHED BELOW,ADD MIN 2.44 GA STRAP EXIST RAR JOISTS OREXIST JOISTS . g _ EACH SIDE OF STUD AS SHOWN. EXISTING JOIST ___, L STEELBEAMS —= ® 2 x 2 x 1H SA x 6" D JOIST IIIDSTORE NO:QCLIP,Ex 12 SIDE OF6" DBL JOIST CODED NOTESW/(3)-alt SCREWS EACH LEG. OI CONTINUOUS OI 6", 16 GA MTL STUD QS 16 GA DEEP LEG TRACK WITH 6", Ib GA DEEP LEG D PROJECT LOCATION: i \ TRACK. PARTIAL ROOF PLAN VIEW SEE VIEW B-B FOR WASHINGTON SQUARE WALLS PERPENDICULAR TO PARTIAL ROOF P AL VIEW HALLS O 2 x 2 112 GA x b" SI REFER TO DETAIL J/4113 CONNECTION EXIST JOIST PARALLEL TO EXIST JOIST FRAMING CLIP, -5E SIDE S ACING OR BEAM 9585 SW WASHINGTON OF DIAG, ACH LEG. MAX SCREWS2" 6"O.C. SPACING EXCEEDS 6'-0" PARTIALIAGOPLAN VIEW STRUCTURE DIAGONAL PERPING AULARHTO SO EXISTING SQUARE RD SCREWS EACH LEG. MAND 2"FROM EACH DIAGONALS PERPENDICULAR TO STRUCTURE DIAGONAL PERPENDICULAR TO JOIST END al EA- •I T •R _ M SPACE#F01 PORTLAND,OR 97223 ''- ° TYPICAL DIAGONAL BRACING CONNECTION ATTACHMENT TO (E) BAR JOIST OR STEEL BEAM N.T.S. DESIGN TYPE: TYPICAL HANGING STUD CONNECTION ATTACHMENT TO EXISTING BAR JOISTS _ L - C ENGINEER TO REVISE REVISIONS. 3 5/5", 16 GA MTL STUD INFILL EA 2"u2"x0-6"LG, SCREW SIZE t FRAMING REOUIREo ev DATE SIDE. 12 GA FRAMING CLIP CLIP BASED UPON ACTUAL LO 2"x 12 IN x CLIP WONNECT TO JOISTF PINCHORD, E4 END W/C3)-aB SCREWS LOADING LONG FRAMING © W/(2)-alt SELF TAPPING SCREWS. EA LEG n.u� EXIST META w/(3)-512 SCREWS / \ iavocoaaENTs arzsrzolT ROOF DECK B EACH LEG ‘,. \ CONTINUOUS TRACK CENTER DIAGONAL (GAUGE TO MATCH �� MINIMIEMEIMMINIEIMININVONiliMaffirr OVER VERTICAL EXCE STUD, STUD EXCEPT VSE 20 - * ` — }}1 e" }} GAUGE MIN TRACK) + :_` ` AT DIAGONAL, I I REFER TO H/A11.4 1 ATTACH TRACK TO WALL STUD w/(2)-a8 _ — a - SCREWS EACH SIDE. WALLS WHERE DIAGONAL I< ATTACHED TO TOP OF WAII _�DIAGONAL O �� •INDICATES No REVISION TO TND SHEET ., _�SWr' DRACHEC KED ED BY:ELMBY: I A �� _ �\ �� CONNECT TO EXISTING DIAGONAL BRACING OPTIONS VIEW A-A ` STRUCTURE PERDETAIL C/All.3 AND J/41AI 1 3 20 GA.DIAGONAL BRACE OPTIONS. i,^ ' }} VIEW C-C (yy/-)c),/ TYFNCAL BUILT-VP BEAM TO AGONAL LENGTH- DIAGONAL LENTH- B VIEW B-R BUILT-UP BEAM CONNECTION UP TO 10'-0" 10'-I"TO IB'-0"r - EXISTING JOIST CT TO a SINGLED 5/0", DBL 3 5/8", 20 GA.STUDS WITH 15/3" TYPICAL DBL 6 DP BEAM CONNECTION 20 GA.DIAGONAL WIDE FLANGES O� EXIST BAR JOISTS @ 0'-6"O.C.MAX 15/8" 5/8" ERT STUD WALL (\'.' a8 SCREWS @ PARALLEL TO \�`�^�� ,- 12"c/c EXIST JOISTS III` �' 'S. VIEW A-4 VIEW B-R O,� EXIST 0 JOISTS @ SPACING OF DIAGONAL BRACING r CONTACT ARCHITECT FOR LENGTHS 0'-6"OC.MAX CODED NOTES 9y INTERIOR PARTITIONS-48"O.C.MAX LONGER THAN 18'-0" DIAGONAL C`O STOREFRONT FRAMING-48"O.C.MAX PERPENDICULAR EL lO EXISTING JOIST 1� 'I.9 EXTERIOR WALLS-48"OC.MAX DRAWING TITLE: VERT STUD WALL TO DOST BAR 1 EXIST OISTs PERPENDICULAR TO © JOISTS O Q ® OBL WITH 63 5/0",166GG4BEAM TRACK a4 DETAI SG 1 B rB �, TOP a BOTTOM @122 SCREW B • w. .l —} ! 22,:„2,0212 GA x 6"LG FRAMING # CONTINUOUS XCEP(GAUGE MATCH }' il- V , AH SIDE OF 16 GA BEAM WALL STUD, EXCEPT USE 20 GAUGE MIN pr A (3)-012 SCREWS EACH LEG. VIEWS A-A*B-B TRACK)REFER TO WAII.4 DATE ISSUED: }© B , 04/07/17 __ J C 73= I Q I CONNECT TRACK TO VERT STUDS \\\\\ 'S F NOTE FOR DOUBLE STUD w/(I)-00 SCREW IN EACH FLANGE OF EACH PROJECT NO: `DIAGONAL PARALLEL DIAGONALS, "SECOND"STUD I1111 STUD, EXCEPT INSTALL(2)-a0 SCREWS IN 170128 PARTIAL ROOF PLAN VIEW WALLS © SHALL END AS CLOSE AS EACH FLANGE AT VERT STUDS WITH TO EXIST BAR CONTACT ARCHITECT FI- REVISED DIAGONALS PERPENDICULAR TO EXIST JOIST POSSIBLE TO END CONNECTION, JOISTS DETAILS IF JOIST SPACIN XCEEDS 8'6" TOP t BOTTOM. � (4)-O8 SCREWSi DRAWING NO: PARTIAL ROOF PIAN VIEW WAL1 S WALL OR STOREFRONT STUD. Alw -I w . PARALLEL TO EXIST JOIST H °2PICAL DIAGONAL BRACING CONNECTION ATTACHMENT TO EXISTING BAR JOIST N.T. 3 S. I TYPICAL DIAGONAL BRACING SEISMIC DESIGN CATEGORIES D, E& F 1"=1-o" A 0 a� CHI MASTER VERSION 02.26.14 OWNER: UNTUCKit® SHIRTS DESIGNED TO BE WORN UNTUCKED, pr \ / 6 / G" / FIELD WELD L2x2zl/0 FROM LOAD 379 WEST BROADWAY PANELION TO PoINT.(TYPEST TOP CHORD BOTH SIDES OF #8 SCREWS,TYP HI , WALLICAL JOIST) NEW YORK,NV,10012 AlI4 STUD ARCHITECT/ENGINEER: Lr—--Thi r =— —>-- —--_ ._�"7 -TLI— =--��--- uB SCREWS,TYP SUPPORT S ANGLE • •TOP TRACK• TOP TRACK t ' 8 E SPLICE(CENTERED 11 " Ov E BETWEEN VERT I� JI I 4 snips) r�.�-z 1n� II_ • • • I1 —1,171166k--3,,,,,,,3 --- F r 41 L- L J METAL STUD x I'-0' '-�--5-= —�- E%IST.BAR JOIST t f ===f - = FIS KE$TION an6l a TMP v ' -VERTICAL v WALL METAL STUD x I'-0" 3d STUD (GAUGE TO MATCH GAUGE OF TRACK)/ TYP 1/5 r 11/2 $ ANGLE OPTION W I TOP TRACK SPLICE N.T.S. N.T.S. D c „ HH JOIST REINFORCING r 0"7, I. EXISTING ROOF CONSTRUCTION: METAL DECK OVER BAR JOISTS.SEE PLAN FOR SPACING, P3000 UNISTRUT L 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE , 43 TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS SPRING NUT I� v I Q p INCLUDES, BUT IS NOT LIMITED TO,THE ADDITION OF WHATEVER TEMPORARY BRACING,GUYS OR TIE-DOWNS THAT MAY BE NECESSARY.SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. MEIMIllir_sa / \\ W(a,n// 3. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.MECH UNIT DIMENSIONS SHALL BE IF UNISTRUT SUPPORT IS MORE ■ EE 30 071 COORDINATED WITH APPROVED MANUFACTURER DRAWINGS. THAN 3"FROM THE BOTTOM CHORD V STANDARD NUT 'Y PANEL POINT, THEN INSTALL THE 4. SUPPORT FRAMING SHOWN IS FOR THE MEOW UNITS SPECIFIED ON MECHANICAL DRAWING.IFA JOIST REINFORCING AS SHOWN IN DIFFERENT UNIT IS TO BE USED,CONTACT ENGINEER BEFORE PROCEEDING. VIEW A-A OR REINFORCE JOIST PER DETAIL D/411.4. 5. ALL STEEL SHALL BE ASTM A36. 3/8"DIA 436 THREADED I ROD(INSTALL SNUG TIGHT, 6. STRUCTURAL STEEL SHALL CONFORM TO THE AISC'SPECIFICATIONS FOR THE DESIGN, FABRICATION DO NOT OVER TIGHTEN) AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".(LATEST EDITION) / 1 4 '7. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH'AMERICAN WELDING SOCIETY'SPECIFICATIONS N \ Axvws•eErxolxe srAreo oesxw cwrtnW (LATEST EDITION). EXIST B. WELDING ELECTRODES SHALL BE E70)0<, LOW HYDROGEN. �N` I BAR JOIST 9. IF EXISTING STRUCTURE 15 DIFFERENT THAN SHOWN,CONTACT THE OWNER'S REP.AND ARCHITECT STANDARD NUT BEFORE PROCEEDING WITH ANT WORK IN THAT AREA. I� STORE NO: H. A P2756 CLAMP BY _3" BAR JOIST PROJECT LOCATION: UNISTRUT TYP, MAX EA END WASHINGTON SQUARE STANDARD NUT t P1001 UNISTRUT WASHER PLATE VIEW A—A 9585 SW WASHINGTON SQUARE R P3000 UNISTRUT UNISTRUT OPTION SPACE#OD1 NOT USED R STRUCTURAL NOTES N.T.S. PORTLAND,OR 97223 L JOIST REINFORCING N.T.S. _ CDESIGN TYPE: 0 LINE OF WALL BEYOND -- -4---n- OPENING - TO PLATFORM 'i E 4 I/2"x "WOOD M (CLEAR PINE•' 3/4"F.R.T.PLYWOOD DECK I I POPLAR)- 'UN REVISIONS: 1:4N STUDS — I I TOPONTINU•"5 ALONG EXIST FLOOR MAX. ^'-0' 6005162-68 AT 16"O.L. nLS'-7 3/5"A.F F --_--. 7;, • E OF WALL; NUT,WASHER PLATE REWIRED er. DATE q G.0 0 SAND ALL 6 SPRING NUT A. 6'-O" - 12'-3 6005162-97 AT 16"O.G. = % .. ES SMOOTH,PAINT D C DOUBLE NUT t F QOD All 4 —DOUBLE NUT 6 411 4 LOCK WASHER / / urvOLaxocorn GREATER THAN 12'-3 CONTACT ARCHITECT I LOCK WASHER A COMMENTS arzs-mn =J 'I IANGLE/8 SUPPORT I/II • A° • ° 4 ° e G ANGLE-6'-B"MAX. 1111 •I - ^ �` ALLOWABLE SPAN I • I I EXIST 1/2"DIA. 1\1 1/2" BAR HANGER ROD B-0"AFF JOIST L_ " Orli HANGER S/I6 BLGA.CLIP TO JO O.C_ SUPPORT - ===..,c= SOLID BLOCKING AT 16 • EXISTfiL ANGLE ' ST INDICATES NO REVISION TO rIss SHEET BAR 16 GA.LID BLPKTOGJOIST6 OC W/ Aillil...0101i, JOIST AA14 STANDARD NUT AT SEE DETAIL PI001 A2 D/A114 FOR UNISTRUT 4114 DRAWN BY: AMA JOIST Pz706 CLAMP BY CHECKED BY:ELM 5/0"GYP.BD.-PAINT EdE� 1OSECTION REINFORCEMENT UNISTRUT TYP, 1�1 J2 3•.T-0• SPRING ISOLATOR, EA END tl•mortiTYP(INSTALL PER SPRIN4 ISOLATOR, STANDARD WASHER CONT.BRIDGING AT 4'-0"O 1 MANUFACTURER'STYP(INSTALL PERSEE DETAIL PLATE WATER HEATER RECOMMENDATION) MANUFACTURER'S C/411.4 FOR W/GALV DRIP PAN /-O RECOMMENDATION) JOIST STANDARD SPRING NUT (I50 LBS.MAX vv. I REINFORCEMENT TOTAL WEIGHT, (CUT AWAY FOR SEE PLUMBING METAL STUDS PER CLARITY) Fri, P1001 UNISTRUT-6'.-8l' DW45) TABLE I J/A11.4 WATER NEATER w/GALV MAX.ALLOWABLE SPAN (RESTROOM WITH NO� MAPAN(IW LBS. STORAGE LEDGE MAXX TOTAL WEIGHT, SEE PLUMBING DWGS) 1/2"DIA.HANGER ROD 1/2"DIA. HEATER TO BE ABOVE.) �• 41R HANDLING UNIT- AIR HANDLING UNIT- A•2 ROD HANGER I/2"DIA. JWATER / HANGER ROD SUPPORTED 1,200 LBS.MAXIMUM 1,200 LBS.MAXIMUM N.T.S. ANGER ROD BY A MINIMUM SUPPORTED BY 4 SUPPORTED BY 4 OF 3 JOISTS SUPPORT POINTS SUPPORT POINTS I3/4"THK.P OOD 2 J 2 1/2"DIA.HANGER ROD IAll.4 I1 DOUBLE NUT AND (2)-n5 SCREWS P - IN"O.C.t, THROUGH —_ LOCK WASHER, TYP DRAWING TITLE: PIQUE UNISTRUT FRAMING FINISH INTO EXIST '- LLI TENANT SEPAR CONNECT OOPPoRTS w/u0 PLYWOOD DECKING TO Uc I NOTE TO PROVIDE SOLID BLOCKING: STUDSATION WALL ' .1.111.1. Al 1I.IJ SEE AB SNOTE BELOW CREWS F. c �, FRAMING SPRING DETAILS SU REWS @ G. AROUND PERIMETER OF DECK, AT PANEL IN JOISTS AT'!-O' O.C.MAX. 1 L PI000 UNISTRUT— q3 NUT,WASHER PLATE I 11110 JOIST PER TABLE I ONT CLOSURE TRACK I I L2 I/2z2 1/2x3/16 .5 SCREWS P A114 SPRING NVT 1.1 STANDARD WASHER EDGES AND AT INTERIOR SUPPORTS. G C.TO FRAME STORAGE DECK ABOVE -• PLATE TOILET ROOM AS INDICATED PER THIS J/A-I.4 P . IDE(1)-a0 SCREW - UI/All.4 SIM. 8"c/c-SEE DATE ISSUED: DETAIL,IRECREFER TO A3.1 FOR JOIST (2)-tt0 SCREWS AT EA NGE OF EA JOIST NOTE BELOW STANDARD NUT 04/07/17 fie IF 3/4"FRT PLYWOOD IS NOT ALLO D DIRECTION TO ACHIEVE MAX.CAPACITY EACH JOIST I BY MALL OR BUILDING OFFICIAL, ' EN OF 90 PSF.G.C.TO POST CAPACITY (2)-ue 5 -ENS 4T ROD HANGER REPLACE PLYWOOD WITH 3/4" RSAROC AFTER COMPLETION.COORDINATE THIS EACH JOIST ANGLE SUPPORT OPTION UNISTRUT SUPPORT OPTION A3N,T.s, STRUCTURAL CEMENT BOND-•PARTICAL WITH THE BUILDING INSPECTOR PROJECT NO: BOARD BY U.S.ARCHIT° URAL 3 5/8"16 GA.METAL STUD PRODUCTS, INC.,OR •AL. PARTITION-ALIGN STUDS ALL UNISTRUT MATERIALS AND WHEN ATTACHING ANGLE OR 170128 DIRECTLY UNDER JOIST(TYP.) ler CONNECTIONS SHALL BE INSTALLED UNISTRUT TO BOTTOM OF ANU FOR WATER N EE E HOLD-DOWN O LOW— OSECTION WITH STRICT CONFORMANCE TO ENSURE NOT TO HIT INTERNAL SEISMIC AR WHERE HOLD-DOWN J'' EXISTING G.C.TO ANCHOR WALL TO SLAB WITH MANUFACTURER'S RECOMMENDATIONS COMPONENTS OF AHU WITH SCREWS DRAWING NO: P•P-0• TENANT 0"O.C. STRAPS A NOT REQUIRED. EXPANSION BOLTS AT 4- SEP4RArIQN _ All 4 WALL 1 TATER HEATER SUPPORT ABOVE RESTROOM SEISMIC DESIGN CATEGORIES A& B 1 ' O 1"_1'-O" ® HANGING UNIT SECTION A CHI MASTER VERSION 11.05.14 OWNER: GENERAL NOTES UNTUCKI 'N REFER TO REFLECTEDJ, 1. INSTALL ACCESSORIES AND LIGHT FIXTURES WITH SCREWS OR BOLTS EXTENDING AT CEILING PLANT LEAST I'wro soup BLOCKING. SHIRTS DESIGNED TO LOCATE RESTROOM SIGNAGE IF/ 11 2. WATER RESISTANT GYP.BD.ro 4'-0"A.F.F.,TYPICAL ON ALL HALLS. BE WORN UNTUCKED. AS REQUIRED BY LOCAL CODE 3. 60"TURNING AREA TO BE PROVIDED IN ACCESSIBLE LAVATORIES. WATER FOUNTAIN NOTE. 4. LOCATE ALL SWITCHES AND SENSORS INSIDE 50"WAINSCOT.DO NOT LOCATE SWITCHES 379 WEST BROADWAY F THE WATER FOUNTAIN IS LOCATED IN THE PATH WHERE HALF OF THE SWITCH FALLS IN WAINSCOT AND HALF FALLS OUT OF WAINSCOT. NEW YORK,NY,10012 • TRAVEL,A TEXTURED AREA I'-0"AROUND TWE 5. ALL RESTROOM ACCESSORIES, NOT INDICATED OTHERWISE, ARE PROVIDED AND F•NTAIN,CLEARLY IDENTIFIABLE BY TEE BLIND IS ftRRE-125 BLACK ON WI-IITE INSTALLED BY G.C. RE• IRED. WATER FOUNTAIN IS TO BE ACTIVATED WITH BRAILLE (PREFERRED) t7 GPM ARCHITECT/ENGINEER: BY • ACCESSIBLE PUSH BAR ON FRONT FACE OF UNIT. WATER FOUNTAINS ARE TO BE LOCATED Q� SINK NOTES; E E WITHIN •CLOVES SO AS NOT TO BE IN THE p CORR!••- WALKWAY.FOUNTAINS MUST BE _ ___ I. HOT WATER PIPES AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED TO _ 8 8 CONFORM WITH ALL LOCAL, STATE,AND FEDERAL ACCESSIBILITY AND ENERGY CODE 4` APPROACIAMETED FROM SPEFRONT, L FORORIDE A 60" ,NOTE: DIAMETER URNING SPACE TO ALLOW ACCESSIBILITY SYMBOL TO BE REQUIREMENTS. f 1 POSITIONING NTO FORWARD APPROACH. MOUNTED ON WALL ADJACENT TO 2. NO SEARP OR ABRASIVE SURFACES ALLOWED UNDER SINKS. U 1 y I THE LATCH SIDE OF THE DOOR 3. FAUCET CONTROLS AND OPERATING MECHANISMS MUST 0E EASILY OPERATED BY ONE r m O HANDAND MUSTNOTREQUIRE GRASPING, PINCHING,ORTWISTINGOF THEWRIST. m_ CED ET INE O T A.F.F.TO OGU 4. THEFORCENEEDEDTOACTIVATECONTROLSSHALLNOTEXCEEDL05.FORLEVERCENTERLINE OF THE PICTOGRAM. 8 O I 1 OPERATEDOR 15LBSFOR PUSHTYPE. `/'"MAINTAIN IB"z18"MIN.CLEAR FLOOR WQ `"tSPACE IN FRONT OF SIGN(FROM \ o1 WATER CLOSET NOTES; T m SIP" MIN' 17"MIN. CENTERLINE OF SIGNAGE) T I. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE WATER 1 _MA%. IA MA \ CLOSET AREA,NO MORE THAN 44"A.F.F. /w■N __ 10_ P.. \ _ • ♦ =WATER CLOSET y MI z L \ 1!2"=1,-0u ( 2 )ACCO 2'ACCESSIBLE Y I' 60'W ER6.A-6RADC FLOOR'"O,1{TCD CCRV.CC J11'< RE-ER-0 E SINK C0449 -'' - Y BN�, OP& \ m Q �3�IIC..Y'"11 m� -1,,,, i ..a.. 851.a �` \ ACCESSIBLE TOILET ROOM DETAIL H o A ST COM L ND o' 7o„ 4 1/2"DIA.HETAL GRAB BAR, MUST COMPLY WITW LOCAL ANO STATE LADES-G G.Tp T Z CLEAR FC -.A ` \ SUPPLY AND INSTALL I.X 4"IN-WALL BLOCKING SECURED TO STUDS-REFER TO DETAIL 1 h REQUIRE T 51,• J/413.1 r73 6" \ 6" 0 SURFACE MOUNTED PAPER TOWEL DISPENSER-BRACKET:DIE-CAST ALUMINUM;SPINDLE, B R SINK CLEARANCES — OA SINK AT HI/LO)_O MIN. Q AND INSTALL I" ALUMINUM WN-WALL BLOCKING SECUREDTO STUDS I') A25Q)-G.C.TO SUPPLY a HI/L.0 WATER FOUNTAIN ELEVATION 'Q REFER TO REFLECTED -§ u / ] CEILING PLAN ©INSTALL COAT HOOK AT 4'-0"A.F.F.CENTERED ON DOOR(TOILET ROOM SIDE) N3 v NOTE: 4'-O' TOILET ROOM DOOR :;1' X41 ___ Q SURFACE MOUNTED SINGLE ROLL TOILET PAPER DISPENSER WITH CONTROLLED DELIVERY- y 3'g' IY CLEAR SYMBOLNEIL SHALL BE IN / - HEAVY DUTY SATIN CHROME-PLATED STEEL(BRADLEY-MODEL 45054)-G.C.TO t 8 CONTRASTING COLOR E F / ] - _ -L' SUPPLY AND INSTALL I"X 4"IN-WALL BLOCKING SECURED TO STUDS �� 0)n ( 0 ) WAINSCOT TO 50"A.F.F.-REFER TO DETAIL K/A13.1 G.C.TO CUT(FRP I)TIGHT TO ISE , K, m �w / _ _ _ a� 3-SIDES OF MIRROR 4ND SEAL WITH WHITE LATEX PAINTABLE CAULK ISE 7 I 13111V• P ••• • • ■■ w �� ; V / — (1:±: 5'-0"DIAMETER TURNING AREA U V •• O / V" O J�„ MIRROR-SEAL ALL EDGES WITH WHITE LATEX PAINTABLE CAULK anus ueErnomesrarEo oEsxw cwrtnw (IO) 24"z 36"MIRROR-INSTALL MIRROR PER DETAIL N/413.1 AND INSTALL WAINSCOT AROUND L I, �� • Or // O , — — ��1:' E QI BASE-REFER TO FINISE SCHEDULE ON SHEET GI.3 Ir + I /CLEA_ m _z _ J 12 WAINSCOT EDGE CAP-REFER TO DETAIL K/413.1 -G.C.TO MITER CORNERS TO RUN CAP rOn w.,1.1 SPECIFIC Loc.,.ROME / rQ �� 11� AROUND MIRROR AND SEAL WITH WHITE LATEX PAINTABLE CAULK MI I STORE NO: - L -1 (� LSAT SWITCH/SENSOR PROJECT LOCATION: 1 2 6 1MIN.CLEAR i. UNISE% ` ` MEM 15 36"W.x 0"D.MELAMINE SHELVES,SCREWED TO BRACKETS, PAINT SIDES OF SHELVES WASHINGTON SQUARE MIN.CLEAR • (P-IB) 9585 SW WASHINGTON HI/•EIA - •N AIN C A-ANC NUS V W IS' SQUARE RD 6" MIN. 16 FLUSH HANDLE ON APPROACH SIDE 15"(MAX. SPACE#F01 PORTLAND,OR 97223 "SINK AND WATER FOUNTAIN DETAILS 1/2 1 ° ' DOOR SYMBOL DETAIL -' °" L ACCESSIBLE TOILET ROOM DETAIL 1)2 _1 ° G GENERAL AND CODED NOTES C DESIGN TYPE; LIGHT GAUGE HEADER FOR PLATFORM STRUCTURAL SUPPORT(IF APPLICABLE). REVISIONS: G.C.TO USE 6"16 GA.TRACK(600TI62-54)AND 3-5/8 I,_6, 1B"X18"CLEAR FLOOR "16 GA.STUDS(3 62 5162-54). A SPACE AT CLOSURE G.C.TO CAULK ALL JOINTS AND REFER TO TEDJ� u SIDE OF DOOR FOR 0Eo0E01M DATE 11,1011 18,N) NFO TOP EDGE OF F.R.P. WITI-I CEILINGICING PLANT REFER TO DETAIL J2/A11.4 FOR ADDITIONAL SIGNAGE (h PAINTABLE LATEX CAULK n-- HC SIGNAGE- _K P" REFER TO DETAIL �LANDLORD COMM ENDS 04/25/2017I 18. `•w MIN. 1 V0013.1 NO .TO PROVIDE N INSTALL ---- V I-I/4"DIA.PIPE RAILINGS: .�� WF� JULIUS BLUMI ALUMINUM EDGE CAP ��I CONNECTORAIL SYSTEM \�I� `� WITH COVER FLANGES. �i 110),.:011" Ir �\/�� G.C.TO PROVIDE SOLID 4'-2"A.F.F t7 ',, BLOCKING AS REQUIRED, W REFER TO DETAIL J/413.1 �I�� CSIM) •I, �. 3/32"F.R.P. ii— N�' ✓ '- 9 INDICATES NO REVISION TO iMS SHEET \�I ;s v " DRAWN BY: REC \ 5/B"GYP.BD- Ala MN �, \ C E ALL LLs CHECKED BY:ELM 32'z 45"MINIMUM CLEAR 'i / LOOK SPACE CENTERED WAINSCOT PANELS ON ALL FOUR _i N t� lb AX.) U •ER LOW DRINKING 1111 FOU '•IN UNIT (4) HALLS OF RESTROOMS \ * .S.- H L ®xMVP® I' (TYPICAL) MI- -' o ,� ,III6" w 1111 MAX I-'CATER FOUNTAIN ISOMETRIC N.T.S. • WAINSCOT DETAIL 6�"_1"-0" K ACCESSIBLE TOILET ROOM DETAIL 1/2"=1 ° F K �E' LDRYWALL AND PLYWOOD PRIMER: -in MIRROR MASTIC SPEC 1 El i�I_ •(' iNhK1LLZ ORIGINAL NDUSTR ESEDINCRIMER , , = 093 3668 QWIKSET MIRRO-MASTIC"; J — IIIII�( ) ,OIiL; '� ,! PALMERaKJR PRODUCTS CORP.(502) REFER TO REFLECTEDJ. r(B66)rT4 6371 IDR 4PPROVED EQUAL. „•�- OR(800)431-6151/FAXCEILING PLANT s�._ Ir ��71 J"CHANNEL TRIM;C.R. I� L A (502)095-3253 r�I�� - LAURENCE D645P OR EQ �Fi 410 x 2"LONG PHILLIPS PANCAKE HEAD ry t� SCREWS#IB"O.C.MAX.(MIN.2) 1110 ! GRAD BAR NOTES ® �� GRAB BARS SHALL NOT ROTATE AND NAVE DRAWING TITLE: 3/4"x4"F.R.T.BLOCKING I/2" NO SHARP, OR ABRASIVE ELEMENTS ON OR _r ,r ADJACENT TO THEM.EDGES ARE TO NAVE MI _ TOILET ROOM I/4"CLEAR MIRROR HOLD A MINIMUM OF I/8"RADIUS.GRAB BAR BACKING AND ATTACHMENT SHALL BE REFER TO CONSTRUCTION PLAN DETAILS N-2 TOP TRIM r CONSTRUCTED FOR A 250 POUND POINT LOAD 1111i. 1. Ir / 1 •33'MIN.TO 36"MAX. ,% T.O.GRIPPING SURFACE N I / H �/ "�I. �' MIRROR MASTIC ON DRYWALL, PRIMED PRIOR \ `I .: Z THESE DETAILS ARE FOR TO INSTALLATION OF MIRROR- SEE NOTE ON 1� 5-I— , THIS SHEET FOR MASTIC 4 PRIMER SPECS I REFERENCE ONLY 1x4 IN-WALL F.R.T.BLOCKING Ott rv4 DATE ISSUED: l' �► SECURED TO STUDS-RECESSED 04/07/17 NEOPRENE SETTING BLOCK �,� ` J I■ Ea '3 THESE PLANS ARE FOR FIXTURE AND GRAB BAR N �L SGRAB BARCREW DS, FILL AND SAND �I� ra m K m� -�ir ��`_ a• mm NOTE: G.G_ TO NSTDALANAPGAS REFERS O THE I �F SMOOTH O � a ILLUSTRATIONS, FOR EXACT R i CONFIGURATIONS "J"CHANNEL TRIM;C.R. m E "CONSTRUCTION PROJECT NO: LAURENCE D636P OR EQUAL OUTLINE OF PROTRUDING OBJECT 11 410 z 2"LONG PHILLIPS PANCAKE HEAD (I.E.TOILET PAPER DISPENSER) — 170128 a SCREWS#IB"O.C.MAX.(MIN.2) LL EMS THAT ARE 3/4"x4"F.R.T.BLOCKING NOT EXISTING PER DETAIL 0 O O DRAWING NO: 3BOTTOM TRIM N-3 ASSEMBLY r'MIN. P"MAX. A 13. 1 MIRROR DETAIL 6"-1 ° N GRAB BAR DETAIL NAT.S. j ACCESSIBLE TOILET ROOM DETAIL 1/2"=1-0 E ACCESSIBLE TOILET ROOM DETAIL 1/2"_1 ° A 0 OWNER: NOTE UPON COMPLETION OF PROJECT, G.C.PROVIDE A COMPLETE DETAILS SHOWN ARE FOR REFERENCE AS-BUILT 5E7 OF DRAWINGS FOR THE COMPLETED STORE UNTUCKit� ONLY.FOR COMPLETE LIST OF PARTS AND ASSEMBLY INSTRUCTIONS REFER (ARCHITECTURAL,MECHANICAL AND ELECTRICAL)AND PLACE �s, TO MANUFACTURER'S SHOP DRAWINGS. DRAWINGS INTO TEE PLAN TUBE HOLDER SHIRTS DESIGNED TO G.c_To PROVIDE/INSTALL BE WORN UNTUCKED. HANDLE ON THE TOP CAP TO EASE 3]9 WEST BROADWAY / TEE REMOVING OF THE CAP. NEW YORK,NY,10012 �`/I� COORDINATE HANDLE SPEC WITH ‘04k°fr ,Y` OWNERS CONSTRUCTION MANAGER. ARCHITECT/ENGINEER: °° 1/4"DIAMETER F 2)BOLT WITH r—/ \ ° ° °° TOGGLE(TYP OF 2) E E -� :\ CORRESPONDING ° i ` °`� TYPE II BRAILLE) al..- k-__ '' df'FiFS�'^�x'.. Y'iafGiPt°°1.'�l$i`3iR'4SifP 7.�'r$i•ti� '�#�a€. 2 2 $S `4/ i GYP.BD. 1 "\_\` EPAN HEADSCREWS TO PAINT P-I w 5 ` .:6„..040, / '�' 3/4"X 2"POPLAR PLYWOOD 6"DIA.TUBE = c�D � NOTE:TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE TRIM SCREWED TO 2 X 4 •� � • :. 'I THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE t �'' LOWEST TACTILE CHARACTER AND 60 INCHES MAXIMUM ABOVE FINISH FLOOR OR GROUND v ' , .� _ � SURFACE, MEASURED FROM TEE BASELINE OF THE HIGHEST TACTILE CHARACTER. METAL STRAP(TYP.OF 2) e I/2" DIA.HOLE IN BOTTOM CAP r ��" 0`/ 4-,:,,,,A,a*, _ s°=r-0° SECTION THRU TUBE 215_41E Q �� TACTILE EXIT SIGNAGE - H O �t t•�'\, i �' + OOSE PVC L to Ti n �� 'tet"w' [EFtt. '-, CAP O tY tt METAL CORNER NOTE, tt ll` ww ff GUARD MOUNTAT G C MUST PROVIDE AND TACH A U w t�t�tttt ^q C¢'�"'7E' US AT N - I ttkt �r TOP OFA BASE 48'A F F A LABEL(WITH CLEAR TAPE)STATING. t q THIS TUBE CONTAINS STORE DRAWINGS N O L -� °O�Ab AND 15 NOT TO to — THE CONSENT OF THE STOREMANAGERMANAGER. 0 A d 3o a 43* ,PR N�/ LABEL 101 MOBILE UNIT 10' VISUAL SHELF —� �` 52 VINYL BASE a A4 - � R�,•EE,"oTMR,.A.ERNE,K.��N.RN, / N p� EXTENT OF WOOD HOLDER / FINISH FLOOR, REFER / TO FINISH PLAN STORE NO: / la PVC BOTTOM CAP GLUED IN PLACE, /I G.C.TO DRILL 1/2"DIA.HOLE IN % \ CENTER OF BOTTOM CAP / / _ PROJECT LOCATION: >r � I �, NOTE: 9555 IN TONWASSQUARE/ G.C. E CAULK ALL JOINTS �� j%/� BETWEEN CORNER GUARD AND TUBE ELEVATION O ENTIRE ASSEMBLY IS CONSTRUCTED /;•- �•••• / _ GYP.BD.WITH NON-SHRINKING, BY G.C.IN FIELD. G.C.TO PAINT ON " ••.• %/ �/ "• LATEX C E, FLEXIBLE, WHITE BLOCKING(� SQUARE RD �I A - LATEX BAULK // % .. 1. PORTLAND,OR 97223 / / , B.,=1'-0" N.T.S. / "V ,�, ,,,-'°.*': / // @ _ _ DESIGN TYPE- CORNER GUARD VINYL BASE DETAIL G DRAWING TUBE C ,% ,A ,/1 j "��i %/ ANCHORINGREFER TO JDETAILS R/ RwEVI�S�IONS E ,) 4 4':f'•ip /;•% , REFER TO CONSTRUCTION PLAN( I ) ] n LANDLORD COMMENTS a.¢Saon A %j� �/.�%' _ � RIVET(MOVABLE SHELVING W/FIXED END) Oi � 51 / /�C� / °l WV �•� R3-T. , INDICATES NO REVISION TO THIS SHEET O� ,•DRAWN BY: AMA y A0 / ► CHECKED BY:ELM R a V e 4 SI FOLD SHELF 101 HOLD SHELF r-H J�O () THE MAX NUMBER OF BASES PER MODULE IS 6 ]OR • NON-SALES SHELVING DETAILS 1/2n _1'_O" K MORE WILL REQUIRE 2 AISLES AND 2 SETS OF STOPS. 02 USE THE DOUBLE FACE FI%ED SHELF(RIVET RACK)OR REFER TO X O 24'DEEP SHELF(RIVET RACK)AT THE END. si MANUF.DRAWINGS �) ALLOW L SPACECBETWEEN THE MOVABLE SYSTEM AND TUE WALL, COLUMN, EE OUTERMOST OBSTRUCTION. 111----.' Z ( 4 ) INSTALL ES,ANTI-TIP TRACKPER MANUFACTURER'S FORDOUBLE R INSTALL LOCATE AT CENTER FOR DOUBLE SOW HILTI BOLT UNITS. 1/4"X S/B"STE INSERT p3 WASHER F'4 ( - INSTALL CROSSBRACING ON ALL MOVABLE UNITS PER �� END STOP _ HILTI SC-' 3/I6"X 13/4" !'-': ANVF.INSTALLATION INSTRUCTIONS. A. ////// DRAWING TITLE' ® RIV- ED FIXED UNITS.ATTACH TO FLOOR ON ALL r } FOUR •RNERS PER MANUFACTURER INSTALLATION �, I Al INTERFE •NS.ATTACH TO WALL ONLY IF IT NON-SALES ///_ Id INTERFERE LTH ANTI-TIP BARS. TMP AIN.LD /' \\,,,,,,,,„ ALUMINUM TRACK _'_ (�7 "V"TRACK CUT ••LENGTH AS REQUIRED. DETAILS TRACK / F� } p ` } 5/8"BUMPERS ANCHOR /�� (TYP.4) FREESTANDING SHEL STAGGAR�`S'). J. TS FLOOR WITH II/4 ANCHOR POST TO E I/4"0 TEK SCREW 7 y I ASSEMBLY DATE ISSUED04/07/1 7 ° FLOOR .. 4 (� 2"NAIL-IN aR ,, J' ° °' 4° NOTE- DETAILS OTE. PROJECT NO: L2.. 31/4"HILn a a^._ - - ° ° - • MOBILE SHELVING CARRIAGE DELA LS SHOWN ARE FOR REFERENCE ' ONLY AND NOT FOR CONSTRUCTION. 1-101•f0 vJ " 4 ' d e REFER TO MANUF.INSTALLATION I// ILO EL��, INSTRUCTIONS . t{ \Ip ALIGN STEEL TO ALUMINUM20/4" TRACK.USE 3/16" /��N� HILTI DRILL, DRILL 2 3/4"MIN.DEPTH IN FLOOR DRAWING NO' e° al rs N.T.S. N.T.S. 1/2"=1'-0"� A 14. 1 ° SHELVING ANCHORAGE DETAIL N ,T1IACK ANCHORAGE DETAIL II OBILE SHELVING OWNER: DIVISION DI - GENERAL REQUIREMENTS 13.GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION WORK AND MUST MANUFACTURER'S RECOMMENDATIONS. PRODUCTS CORP. "MIRROR-MASTIC BOND', (502)893-3668, (800)431-6151, INFORM OWNER'S CONSTRUCTION MANAGER OF THE EXTENT OF SUCH WORK, PRIOR D.DINNER SUPPLIED METALS: G.C. 15 RESPONSIBLE TO CONTACT VENDOR FOR ORDERING FAX(502)595-9253. UNTUCKitk, A.CONSTRUCTION DOCUMENTS TO BIDDING. OF PREFINISHED METAL STOREFRONT PANELS, CORNER GUARDS AT TILE FACED COLUMNS. I. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. SPECIFIC 14.GENERAL CONTRACTOR IS TO DETERMINE HIS RESPONSIBILITY FOR THE FLOOR REFER TO INDIVIDUAL DETAILS FOR APPLICATION AND INSTRUCTIONS. e. TOP AND BOTTOM ALUMINUM J CHANNELS: ALUMINUM EXTRUSIONS WITH A SHIRTS DESIGNED TO INFORMATION MAY BE FOUND IN EITHER OR BOTH. SLAB AND TENANT SEPARATION WALL INSTALLATION OR MODIFICATIONS WITH RETURN DEEP ENOUGH TO PRODUCE A GLAZING CHANNEL TO ACCOMMODATE 6 BE WORN UNTUCKED. 2. THE TERM 'OWNER'AS STATED IN THE FOLLOWING SPECIFICATIONS AND LANDLORD AND OWNER'S CONSTRUCTION MANAGER TO MEET ALL TENANT DIVISION 6-CARPENTRY MM THICK MIRRORS AND HEAVY BODIED MIRROR MASTIC SPECIFIED AND IN A CONSTRUCTION DOCUMENTS, REFERS TO THE TENANT OF THIS SPACE ONLY AND IMPROVEMENT CRITERIA AND RESPONSIBILITY SET BY THE LANDLORD OR OWNER. SINGLE PIECE.THE ENDS OF TUE BACK LIPS OF ALL CHANNELS SHALL BE 379 WEST BROADWAY DOES NOT REFER TO THE LANDLORD OF TUE PREMISES. GENERAL CONTRACTOR 15 TO VERIFY THE ACTUAL CONDITION OF THE PERIMETER A.PROVIDE NEW LUMBER, BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER FACTORY SNIPPED AND FILED SO THAT THEY WILL NOT BE SEEN AFTER NEW YORK.NY,10012 3. ANY DISCREPANCIES, ERRORS OR OMISSIONS DISCOVERED IN THE CONTRACT TENANT SEPARATION WALLS AND/OR FLOOR SLAB PRIOR TO BIDDING. BID IS TO WHICH IT WAS PRODUCED. INSTALLATION. DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF INCLUDE ALL WORK REQUIRED. B.LAYOUT, CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK. INSTALL (I) BOTTOM TRIM:C.R. LAURENCE CO. INC., 1/4"STANDARD"J"CHANNEL ARCHITECT/ENGINEER: OWNER BEFORE PROCEEDING WITH RELATED WORK;OTHERWISE, THE CORRECTION 15.IMMEDIATELY UPON COMPLETION OF DEMOLITION AND PRIOR TO STARTING OF BLOCKING, NAILERS, FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS (CATALOG NUMBER D636P POLISHED FINISH), (500)421-6144, FAX(800) OF SUCH ITEMS 15 THE RESPONSIBILITY OF THE CONTRACTOR. 999 - C ION JOB SU- - ISO- 0 _-1 AND ADVISE OWN -'5 C.N - ION REQUIRED. BRACE, PLUMB LEVEL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY 262-3299. J-CHANNELS FORMED WITH FRONT LEG AND BACK LEG NOT LESS SECURE IN PLACE WITH SUFFICIENT NAILS, SCREWS AND BOLTS AS NECESSARY. 4. APPROVED VARIANCES TO THE PLANS AND SPECIFICATIONS ON ONE PROJECT MANAGER. THAN 3/8"AND 7/B" IN HEIGHT, RESPECTIVELY. HI Si SHALL NOT CONSTITUTE AN APPROVAL OF LIKE VARIANCES ON SUBSEQUENT a. OVERALL WIDTH (FACE OF GYPSUM BOARD ON TENANT SEPARATION WALL TO C.USE FIRE RETARDANT LUMBER AND TRIM INHERE REQUIRED BY STATE OR LOCAL L t PROJECTS- FACE OF GYPSUM BOARD ON TENANT SEPARATION WALL). CODES, WHICH BEAR THE MANUFACTURER'S STAMP OF AUTHENTICITY. (2)TOP TRIM:C.R. LAURENCE CO. INC., 1/4" DEEP NOSE "J"CHANNEL 2 2 B.DINNER DIRECTIVES S. OVERALL LENGTH (LEASE LINE TO INNER-FACE OF GYPSUM BOARD ON REAR D.FURNISH AND INSTALL ALL GROUNDS OR BLOCKING REQUIRED TO RECEIVE STORE (CATALOG NUMBER 0645P POLISHED FINISH), (500)421-6144, FAX(800) Ug E E FIXTURES. ' _ I. THE CONTRACTOR SHALL FURNISH FULL TIME CONTINUOUS SUPERVISION. THE WALL.) THAN N 9. J-CHA-3ELS FORMEDEIGWITH FRONT LEG AND BACK LEG NOT LESS m PROJECT SUPERINTENDENT SHALL REMAIN ON SITE THROUGH THE MERCHANDISE c. ANY AND ALL COLUMN LOCATIONS - FREE STANDING OR PROJECTING. E. FURNISH AND INSTALL ALL ROUGH HARDWARE, ANCHORS, BOLTS, ETC., AS REQUIRED THAN 5/8"AND -3/16" IN HEIGHT, RESPECTIVELY. va L H. AVAILABLE CLEAR HEIGHT FOR GRILLE AND CEILING AS DIMENSIONED ON FOR CARPENTRY WORK. O S w DATE OR THE COMPLETION OF THE PUNCH LIST WHICHEVER IS LAST TO OCCUR. F. STUD FASTENERS: PROVIDE tt6 GAGE DIAMETER, I-5/8" LONG, PHILLIPS BUGLE yw` 2. SUSPENSION OF ALL CEILING AND OVERHEAD FRAMING 15 TO BE FROM DRAWINGS. HEAD, SLEF-DRILLING TYPE, FINE THREADED STEEL SCREW FASTENERS IN N DIV1510N 7-THERMAL 1 MOISTURE BARRIER • STRUCTURAL MALL BEAMS AND TOP CHORD OF TRUSSES ONLY, NOT FROM MALL QUANTITY AS REQUIRED FOR SUPPORT AND FASTENING OF WOOD TRIMS AND 2 T a p DECK. DIVISION 03-CONCRETE A.ROOFING/FLASHING: MIRRORS CHANNELS TO DRYWALL STUD FRAMING AND SHEET METAL BACKER �r 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF IN-WALL BLOCKING 1. GENERAL CONTRACTOR TO CONTACT LANDLORD'S ON-SITE MANAGER FOR PLATES. HILTI KWI-PRO SELF DRILL DRYWALL SCREWS, ORDERING NAME:6"X if FOR ALL ITEMS IN STORE. REVIEW DRAWINGS THOROUGHLY. A.THE CONTRACTOR IS RESPONSIBLE TO DETERMINE IF A NEW CONCRETE SLAB 15 SPECIFICATIONS ON ROOF PATCHING OR NAME OF ROOFING CONTRACTOR TO 1'-5/8" PBI-1 SD, ITEM N: 00055216; HILTI CORPORATION (500)571-5000. tdr) 4. ALL OWNER-FURNISHED MATERIALS ARE FURNISHED TAILGATE DELIVERY ONLY. REQUIRED IN ALL OR PART OF THE LEASED SPACE. SUCH FLOOR SLAB SHALL BE CONTACT FOR REPAIRS. 5- PLASTIC WOOD FILLER:COMMERCIAL QUALITY WOOD FILLER SPECIFICALLY TUE CONTRACTOR IS RESPONSIBLE TO UNLOAD, EXAMINE, AND TRANSPORT INSTALLED IN ACCORDANCE WITH ALL REQUIREMENTS, LOCAL CODES, OR COMMON B.INSULATION: MANUFACTURED TO ADVANCE THE FINAL BUILD AND SMOOTHNESS OF THE MATERIALS FROM THE POINT OF OFF-LOAD TO TUE JOBSITE OR STORAGE AREA STANDARDS OF PRACTICE TO THE LOCALITY OF THE PROJECT OR WHICHEVER IS I. GENERAL CONTRACTOR TO PROVIDE AND INSTALL RIGID AND/OR FULL BATT INSTALLED WOOD TRIM SURFACE BY FILLING DENTS, SCRATCHES, MITER C5 AS APPLICABLE. MATERIALS WILL BE DELIVERED TO THE CLOSEST AVAILABLE STRICTER. IN THE ABSENCE OF THE ABOVE, THE CONTRACTOR SHALL CONTACT THE INSULATION AND 4 MIL POLYETHELENE(VISQUEEN)VAPOR RETARDER AT WALLS JOINTS, AND VOIDS ABOVE COUNTERSUNK FASTENER HEADS.THE SELECTED TRUCK DOCK OR OTHER LOCATION AS DIRECTED BY THE LANDLORD. OWNER FOR DIRECTION. MINIMUM REQUIREMENTS FOR THE FLOOR SLABS ON GRADE AND CEILING AS REQUIRED BY LANDLORD AND CONSTRUCTION DRAWINGS. FILLER SHALL BE EITHER NEUTRAL OR TINTED TO MATCH THE COLOR OF THE 5. THE CONTRACTOR 15 RESPONSIBLE FOR DAMAGE, LOSS, THEFT, OR DESTRUCTION SHALL BE FOUR INCH THICK CONCRETE SLAB REINFORCED WITH 6"X 6" W.W.F.; C. A AN AN. A IN : WOOD TRIM. W OF ALL OWNER-FURNISHED MATERIALS. THE CONTRACTOR WILL BE CONCRETE TO BE 3,500 P51 OR HIGHER PLACED OVER COMPACTED SAND/AGGREGATE I. THROUGHOUT THE WORK, SEAL AND CAULK JOINTS WHERE SHOWN ON THE F. PLYWOOD FASTENERS: PROVIDE MINIMUM 96 GAGE DIAMETER, PHILLIPS FLAT BACK-CHARGED THE FULL COST OF REPLACEMENT MATERIALS INCLUDING FREIGHT BASE. PROVIDE 10 MIL VAPOR RETARDER LOCATED IN CENTER OF THE COMPACTED DRAWINGS AND ELSEWHERE AS REQUIRED TO PROVIDE A POSITIVE BARRIER HEAD, SHARP POINTED, COARSE THREADED, STEEL WOOD SCREW FASTENERS ti 3 CHARGES. IN QUANTITY AS REQUIRED. FURNISH PLYWOOD FASTENERS IN LENGTH ASCC 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR TUE COORDINATION OF EACH SAND/AGGRETATE BASE. THE SOIL SHALL BE INSECT TREATED IF CUSTOMARY TO AGAINST PASSAGE OF MOISTURE AND AIR.ALL JOINTS ARE TO BE SEALED AND THE LOCALITY OR AS REQUIRED BY LANDLORD. CAULKED, WHETHER SPECIFICALLY IDENTIFIED IN THIS SECTION OR NOT. REQUIRED TO SPAN THROUGH WOOD MIRROR TRIM, AND MIRROR CHANNELS, TRADE WITH OTHER TRADES. CONTRACTORS SHALL NOT BE ENTITLED TO B.ANHYDROUS CALCIUM CHLORIDE CONCRETE MOISTURE VAPOR EMISSION TEST KIT APPROPRIATE MATERIALS SHALL BE USED. PLUS 3/4" o ADDITIONAL COMPENSATION FOR CONFLICTS WHICH RESULT FROM LACK OF I. WOOD MIRROR TRIM 0 2 CONDUCTING THE MOISTURE TEST 2. DO NOT USE ANY MATERIAL WHICH EXPIRED. 7. EXAMINATION COORDINATION OF THE INVOLVED TRADES. I. PLAN YOUR TEST C'REFULLT: BEFORE YOU TEST, MAKE SURE YOU HAVE BASIC 3. PROVIDE AND INSTALL ONLY MATERIALIAL S WHICH ARE COMPATIBLE WITH EACH a. EXAMINE SUBSTRATES, OVER WHICH MIRRORS ARE TO BE MOUNTED, WITH 7. THE GENERAL CONTRACTOR SHALL EMPLOY SUBCONTRACTORS WHO ARE TOOLS FOR CLEANING THE SLAB, INCLUDING A SCRAPER AND WIRE BRUSH. MAKE OTHER AND WITH THE RELATED JOINT SUBSTRATES. INSTALLER PRESENT, FOR COMPLIANCE WITH INSTALLATION TOLERANCES, EXPERIENCED AND WH0 EMPLOY EXPERIENCED TRADESMEN. SURE YOU HAVE A QUALITY GRAM SCALE AND A PROPER SUPPLY OF TEST KITS D. WEATHER BARRIERS Q _ 8. THE GENERAL CONTRACTOR SHALL NOT EMPLOY NOISY CONSTRUCTION TECHNIQUES AND PROTECTIVE CONES. ENSURE BUILDING CLIMATE IS BETWEEN 65 11 85 WEATHER BARRIER MEMBRANE(DUPONT TYVEK COMMERCIALWRAP) SUBSTRATE PREPARATION, AND OTHER CONDITIONS AFFECTING PERFORMANCE. o OR EQUIPMENT DURING MALL OR STORE HOURS. MANUFACTURER: DUPONT;4417 LANCASTER PIKE, CHESTNUT RUN PLAZA 728, (I) VERIFY COMPATIBILITY AND SUITABILITY OF SUBSTRATES, INCLUDING DEGREES FAHRENHEIT WITH RELATIVE HUMIDITY%BETWEEN 40-60 FOR AT LEAST o v 9. THE CONTRACTORS SHALL WORK IN COOPERATION AND HARMONY WITH TUE 48 HOURS PRIOR TO, AND DURING TESTING. WILMINGTON, DE 19805; I-800-44-TYVEK (8-9835); COMPATIBILITY OF MIRROR MASTIC WITH EXISTING FINISHES OR PRIMERS. L LANDLORD AND THE ADJACENT TENANTS IN SCHEDULING WORK IN ORDER TOHTTP://WWW CONSTRUCTION TYVEK COM PROCEED WITH MIRRORED GLASS INSTALLATION ONLY AFTER '4 O 2 2. PREPARE YOUR TEST SITES): THE SLAB MUST BE CLEAN OF DEBRIS AND UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED AND SURFACES ARE E 3"q CAUSE THE LEAST INCONVENIENCE TO PERSONNEL AND PROPERTY. IF SECURITY ADHESIVE RESIDUE. SHOT BLAST SURFACE OR WIRE BRUSH SLAB CLEAN. INSTALLATION SHALL BE IN ACCORDANCE WITH WEATHER BARRIER MANUFACTURER'S DRY. IS REQUIRED WHILE WORKING IN ADJACENT TENANTS SPACE, THIS COST WILL BE REMOVE DUST THOROUGHLY. DO NOT USE CHEMICALS OF ANY KIND TO CLEAN INSTALLATION GUIDELINES AND RECOMMENDATIONS. SECURE USING WEATHER G' 53$- THE SOLE RESPONSIBILITY OF THE CONTRACTOR. BARRIER MANUFACTURER RECOMMENDED FASTENERS, SPACE 12-I8 INCHES 8. PREPARATION - 10.THE CONTRACTOR SHALL NOT UTILIZE GAS-OPERATED EQUIPMENT IN OCCUPIED THE FLOOR. AVOID TEST LOCATIONSIF NEARH CRACKS OR JOINTS, OR IN DIRECT VERTICALLY ON CENTER ALONG STUD LINE, AND 24 INCHES ON CENTER, MAXIMUM °. COMPLY WITH MASTIC MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS SUNLIGHT. PREPARE 3 TEST SITES FOR THE FIRST SQ. FT. AND INCLUDE FOR PREPARATION OF SUBSTRATES. SHOPPING CENTERS. THE CONTRACTOR SHALL WORK IN HARMONY WITH THE MORE TEST FOR EACH ADDITIONAL 1,000 SQUARE FEET OF AREA. HORIZONTALLY. (I) MIRROR, DRYWALL AND PLYWOOD SUBSTRATES SHALL BE FREE OF DUST, LANDLORD'S REQUIREMENTS RELATING TO NOISE ABATEMENT AND SAFETY. 3. RECORD STARTING VALUES: READ THE WARNING LABEL ON PACKAGE AND THEN DIVISION B- .'rORS AND WINDOWS BE CLEAN, AND DRY PRIOR TO APPLICATION OF MIRROR MASTIC AND II. THE CONTRACTOR SHALL FURNISH DUMPSTERS AS REQUIRED FOR THE EXCLUSIVE OPEN THE CONTAINER BAG. SET THE ENTIRE TAPE SEALED DISH ON THE GRAM DRYWALL AND PLYWOOD PAINT. IF PLYWOOD OR DRYWALL SURFACES HAVE USE BY STORE PERSONNEL DURING MERCHANDISING. TUE CONTRACTOR SHALL SCALE AND RECORD ITS WEIGHT ON THE DISH LID AND ON THE TEST KIT A.DOORS AND HARDWARE: BEEN PAINTED PRIOR TO APPLICATION OF THE SPECIFIED DRYWALL AND INCLUDE IN THE BID A MINIMUM OF ONE 40-YARD DUMPSTER OR THE EQUIVALENT. BOOKLET. RECORD THE STARTING DATE AND TIME AS WELL. ENSURE THAT THE I. DOOR HARDWARE: REFER TO DOOR SCHEDULE FOR HARDWARE SPECIFICATIONS. PLYWOOD PAINT THE EXISTING PAINT SHALL BE SANDED THROUGH THE IF THE SALES AREA EXCEEDS 5,000 SQUARE FEET, THE CONTRACTOR SHALL SAME SCALE WILL BE AVAILABLE FOR RE-WEIGHING THE DISH, OR THE VALIDITY 2. HOLLOW METAL FRAMES: K.D. MINIMUM 16 GAUGE. SIZE AND SHAPE PER DOOR ORIGINAL SURFACE AND TUE SUBSTRATE CLEANED PRIOR TO THE ^"`^'""^'o mearnrso ossw,cn�u^ INCLUDE ONE ADDITIONAL DUMPSTER. OF THIS TEST WILL BE COMPROMISED. SCHEDULE. APPLICATION OF DRYWALL AND PLYWOOD PAINT. 12.GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF ANY AND ALL 4. CAREFULLY OPEN CONTAINER: REMOVE THE BLUE VINYL TAPE FROM THE DISH. 3. LABELED DOORS: WHERE REQUIRED, PROVIDE U.L. LABEL DOORS AND FRAMES D.GLA7ING: OFF-SITE STORAGE OF OWNER SUPPLIED MATERIALS. BE CAREFUL NOT TO LOSE THE TAPE AS YOU WILL NEED TO RESEAL THE DISH PER APPLICABLE STATE AND LOCAL BUILDING CODES. LABEL DOORS TO RECEIVE I. GENERAL: INSTALL MIRRORS WITH MIRROR GLAZING CHANNELS TO COMPLY WITH C.LAYOUT OF WORK LATER. STORE THE DISH LID CAREFULLY AND STICK THE TAPE ALONG THE SIDE DOOR CLOSER. WRITTEN INSTRUCTION OF MIRROR AND MIRROR GLAZING CHANNEL I. EXERCISE PROPER PRECAUTION TO VERIFY ALL EXISTING CONDITIONS AND LAYOUT OF THE PLASTIC. DOME TO KEEP IT SAFE. SOME PEOPLE PREFER TO TAPE THE 4. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS SPECIFIED AND AS MANUFACTURERS, WITH REFERENCED GANA AND NGA PUBLICATIONS, OWNER STORE NO' OF WORK. CONTRACTOR TO NOTIFY OWNER'S CONSTRUCTION MANAGER OF ANY DISH'S LID TO THE INSIDE OF THE DOME INHERE IT GAN BE READ THROUGH THE DETAILED AND PER MANUFACTURER'S RECOMMENDATIONS. FURNISHED DRAWINGS, AND AS SPECIFIED.MOUNT MIRRORS PLUMB, IN LINE AND DISCREPANCIES IMMEDIATELY. CONTRACTOR 15 RESPONSIBLE FOR ANY ERROR TOP. DO NOT TOUCH OR SPILL THE CALCIUM CHLORIDE. B.WINDOWS/MIRRORS: IN A MANNER THAT AVOIDS DISTORTING REFLECTED IMAGES - RESULTING FROM FAILURE TO EXERCISE SUCH PRECAUTION. SUCH ERROR WILL 5. PLACE THE TEST KIT: PLACE THE OPEN DISH ON THE SLAB MAKING SURE THE I. GLASS 2. COMPLY WITH MASTIC MANUFACTURER'S PRINTED DIRECTIONS FOR PREPARATION NOT BE CONSIDERED SUBSEQUENTLY AS A BASIS FOR EXTRA COMPENSATION. CALCIUM CHLORIDE INSIDE IS FAIRLY LEVEL. DO NOT SET THE KIT DIRECTLY a. STOREFRONT GLASS TO BE HORIZONTALLY TEMPERED. SIZE AND NUMBER OF AND SEALING OF MOUNT SURFACES BY SEALING DRYWALL, AND PLYWOOD, PROJECT LOCATION: 2.SHOULD A CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS FROM THE OVER A CONTROL JOINT OR CRACK. REMOVE THE WHITE PAPER ON THE DOME, PIECES AS SHOWN ON DRAWINGS. GLAZING CONTRACTOR TO PROVIDE AND SUBSTRATES WITH DRYWALL AND PLYWOOD PAINT. ALLOW PAINT TO DRY BEFORE WASHINGTON SQUARE • DRAWINGS OR SPECIFICATIONS, OR SHOULD NE BE IN DOUBT AS TO THEIR AND CENTER THE DOME OVER THE DISH. THE ONLY MOISTURE ABSORBED BY INSTALL ALL GLAZING CHANNELS, GASKETS, BLOCKING, ETC., REQUIRED FOR APPLYING MIRROR MASTIC. MEANING, HE SHALL AT ONCE NOTIFY THE OWNER'S CONSTRUCTION MANAGER. THE CALCIUM CHLORIDE MUST BE WITHIN THE 70 SQUARE INCH AREA OF THE COMPLETE INSTALLATION. PROVIDE NEAT, UNIFORM (1/4" WIDE UNLESS NOTED 3. MIRROR CHANNEL INSTALLATION: 9585 SW WASHINGTON 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING OR RENTING ALL TOOLS, DOME THAT IS IN CONTACT WITH THE CONCRETE SLAB. OTHERWISE)GAPS (INTERIOR LOCATIONS ONLY)BETWEEN GLASS PANES AND a. TO PLYWOOD: DRILL, DO NOT DIMPLE, BACK LIP OF CHANNEL TO RECEIVE SQUARE RD WELDERS, GENERATORS, ETC. FOR COMPLETING PROJECT. 6. SEAL THE DOME TO SLAB: USING THE HANDLE OF YOUR WIRE BRUSH OR OTHER BETWEEN PANES AND ADJACENT VERTICAL SURFACES. FASTENERS WITH HOLES PROPERLY SIZED AND SPACED TO RECEIVE FASTENERS-ATTACH MIRROR CHANNELS BY SCREW ATTACHING MIRROR SPACE#F01 D.CODES AND STANDARDS TOOL, FIRMLY SQUASH THE GASKET UNDER THE FLANGES OF THE DOME. THE b. ARRISSED EDGE: EDGES TO BE DIAMOND GROUND 1/16" 45 DEGREE BEVEL AT I. ALL WORK, MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE IDEAL INSTALLATION WILL SEAT THE OUTER FLANGE OF THE DOME TO THE SLAB. FRONT AND BACK FACES WITH ALL EXPOSED EDGES UNIFORMLY MACHINE CHANNEL THROUGH THE BACK LIP OF THE CHANNEL TO PLYWOOD SUBSTRATE PORTLAND,OR 97223 WITH ALL ORDINANCES, STATE AND LOCAL BUILDING CODES, LATEST EDITION, THEN THE GASKET MATERIAL WILL MOVE TO LINE UP WITH THE INSIDE EDGE OF POLISHED. IN ACCORDANCE WITH THE FASTENER MANUFACTURERS WRITTEN INSTRUCTIONS. AND FOLLOW APPLICABLE LANDLORD REQUIREMENTS. THE DOME. PLACE YOUR HAND OVER THE DOME AND GENTLY APPLY PRESSURE. c. OWNER REQUIRES THAT STOREFRONT GLASS NOT BOW MORE THAN +/- I/16" INSTALL THE WEB OF THE TOP CHANNEL 1/4"HIGHER THAN THE HEIGHT OF DESIGN TYPE: 2. DESIGN LOADS: LOADS AND CODE RESTRICTIONS FOR ALL DESIGN THERE SHOULD BE NO LEAKS IN THE GASKET- OUT OF VERTICAL. THE MIRROR TO ALLOW THE RAISING OF THE MIRROR IN TO THE TOP CHANNEL CONSIDERATIONS SHALL CONFORM TO THE LOCAL AND STATE CODES, AND ALL 7. EXPOSE THE TEST PROPERLY: PLACE THE OPTIONAL SAFETY CONE OVER THE H. ALL GLASS TO BE SET IN GLAZING GASKETS THE SIZE AND SHAPE NECESSARY AND ITS SUBSEQUENT LOWERING INTO THE BOTTOM CHANNEL.AFTER - GOVERNING CODES. DOME AND LET THE TEST REMAIN UNDISTURBED FOR 60 TO 72 HOURS. MOST TO ACCOMPLISH GOOD WORKMANSHIP. CAULKING NOT PERMITTED. INSTALLING FASTENERS PLACE MASKING TAPE OVER THE ENTIRE LENGTH OF THCOMPLETLY COVERING THE FASTENER HEADS E. GENERAL CONDITIONS MANUFACTURERS OF FLOORING PRODUCTS RECOMMEND AT LEAST ONE KIT PER C.WALL MOUNTED GLASS MIRRORS: TOE EPROTECT TBACK LIPOE M RRORF THEANNEL FROM BEING CHIPPEDN SETTING. ADHERE SETTING REVISIONS' I. THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A2O1 "GENERAL CONDITIONS 1,000 SQUARE FEET. THE TEST ONLY MEASURES A SMALL AREA OF SLAB I. QUALITY ASSURANCE BLOCKS AT QUARTER POINTS FOR BOTTOM MIRROR CHANNELS USING ONLY 2 OF THE CONTRACTOR FOR CONSTRUCTION" 15 A PART OF THE CONTRACT SURFACE AND MOISTURE LEVELS CAN VARY GREATLY OVER 1,000 SQ. FT. TEST a. INSTALLER QUALIFICATIONS:AN EXPERIENCED INSTALLER WHO HAS COMPLETED SETTING BLOCKS PER MIRROR PANEL. SOURED BY DATE DOCUMENTS. SEVERAL AREAS WHENEVER POSSIBLE. MIRROR GLAZING SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT b. TO DRYWALL: MARK THE LOCATIONS FOR THE STUD FASTENERS ON THE BACK 8. TERMINATE TEST AND CALCULATE:AFTER 60 TO 72 HOURS, CUT OPEN THE DOME INDICATED; WHOSE WORK HAS RESULTED IN MIRROR INSTALLATIONS WITH A LIP OF EACH MIRROR CHANNEL AT EQUAL INTERVALS NOT OVER 8"ON DIVISION 02 - SELECTIVE DEMOLITION AND CAREFULLY RETRIEVE THE DISH. REPLACE THE LID AND SEAL IT BACK UP RECORD OF NOT LESS THAN 5 YEARS OF SUCCESSFUL IN-SERVICE �unouogo COMMENTS aazumn PERFORMANCE. CENTER, AND NOT MORE THAN 3" FROM ENDS PRIOR TO DRILLING THE SITU THE BLUE TAPE. WEIGH THE DISH AGAIN ON THE SAME GRAM SCALE. S. SOURCE LIMITATIONS FOR MIRRORS:OBTAIN MIRRORS FROM ONE CHANNEL. DRILL AND COUNTERSINK, DO NOT DIMPLE BACK LIP OF CHANNEL TO A.DEMOLITION AND SPACE PREPARATION RECORD THE ENDING WEIGHT, DATE, AND TIME ON THE DISH LID AS WELL AS ON SUPPLIER/MANUFACTURER FOR EACH TYPE OF MIRROR INDICATED. RECEIVE STUD FASTENERS AT MARKED LOCATIONS WITH HOLES PROPERLY I. WITHIN FIVE(5)DAYS OF COMMENCEMENT OF CONSTRUCTION, OR WITHIN TWO(2) THE TEST KIT BOOKLET. FOLLOW THE INSTRUCTIONS IN THIS BOOKLET TO c. SOURCE LIMITATIONS FOR GLAZING ACCESSORIES: OBTAIN GLAZING SIZED TO RECEIVE STUD FASTENERS.ATTACH MIRROR CHANNELS BY SCREW DAYS FOLLOWING COMPLETION OF DEMOLITION, THE CONTRACTOR SHALL COMPUTE THE MOISTURE VAPOR EMISSION RATE. ACCESSORIES FROM ONE SOURCE FOR EACH TYPE OF ACCESSORY INDICATED. ATTACHING MIRROR CHANNEL THROUGH THE BACK LIP OF THE CHANNEL CAREFULLY EXAMINE THE SITE AND REPORT TO THE OWNER'S CONSTRUCTION C.CALCULATING RESULTS: USE THE FOLLOWING EQUATION TO DETERMINE THE VAPOR H. GLAZING PUBLICATIONS:COMPLY WITH THE APPLICABLE RECOMMENDATIONS OF THROUGH DRYWALL, STUD FRAMING AND SHEET METAL BACKER PLATE MANAGER ANY DISCREPANCIES IN THE LEASE-HOLD DIMENSIONS OR CONFLICTS EMISSION VOLUME IN POUNDS PER 1,000 SQUARE FEET IN 24 HOURS. SEE FOOTNOTE. TUE FOLLOWING. INHERE RECOMMENDATIONS CONFLICT THE MORE STRINGENT SUBSTRATES IN ACCORDANCE WITH THE FASTENERS MANUFACTURERS WRITTEN BETWEEN THE PHYSICAL SPACE AND THE INTENT OF THE WORKING DRAWINGS SHALL APPLY. INSTRUCTIONS. (G.C. TO PAY SPECIAL ATTENTION TO POP-UP CEILING AREAS, CEILING HEIGHTS, EQUATION TO DETERMINE NUMERIC EXAMPLE W/A 4.5 GAIN IN 64.5 H125. e. GLASS ASSOCIATION OF NORTH AMERICA (GANA): "GLAZING MANUAL"AND THE (I) INSTALL THE WEB OF THE TOP CHANNEL 1/4"HIGHER THAN THE HEIGHT OF AND AVAILABLE HEIGHT FOR ROLL-UP ENTRANCE GRILLES). VAPOR EMISSION IN POUNDS: (ALWAYS ROUND TO THE NEAREST TENTH): MIRROR DIVISION'S "MIRRORS, HANDLE WITH EXTREME CARE: TIPS FOR THE THE MAND ITS ALLOW THE SUBSEQUENT LOF OWERING FG THE MIRROR 'NINTO ET OF THE THE TTOP BOTTOM 2. GENERAL CONTRACTOR 15 TO CONTACT LANDLORD'S ON-SITE MANAGER PRIOR TO HEIGHT GAIN X 118.932.POUND5 4.5 X 118.532•8.3 PROFESSIONAL ON THE CARE AND HANDLING OF MIRRORS." CHANNEL ANY DEMOLITION WORK TO DETERMINE THE AVAILABILITY OF DUMPSTER TOTAL HOURS 64.5 F. NATIONAL GLASS ASSOCIATION (NGA): "CUSTOM MIRRORS, FABRICATION AND CHANNEL. AFTER INSTALLING FASTENERS PLACE MASKING TAPE OVER THE PLACEMENT, NOISE AND DUST ABATEMENT REQUIREMENTS, ETC. INSTALLATION, ENTIRE LENGTH OF THE BACK LIP OF THE CHANNEL COMPLETELY COVERING 3. GENERAL CONTRACTOR 15 TO ARRANGE WITH THE LANDLORD A CONVENIENT TIME HEIGHT GAIN X 118.932=I POUNDS PER 1,000 SQUARE FEET 2. DELIVERY, STORAGE, AND HANDLING. THE FASTENER HEADS TO PROTECT THE MIRROR FROM BEING CHIPPED IN •INMATES NO REVISION TO THIS SHEET TO PERFORM DEMOLITION WORK AND INSTALL TEMPORARY PROTECTED MEANS OF TOTAL HOURS IN 24 HOURS a. PROTECT MIRRORS ACCORDING TO MIRROR MANUFACTURER'SSETTING. ADHERE SETTING BLOCKS TO THE WEB OF THE BOTTOM MIRROR WRITTEN EGRESS FROM REQUIRED EXITS, INCLUDING TEMPORARY LIGHTING AND SAFETY CHANNELS, LOCATED AT QUARTER POINTS, USING 2 SETTING BLOCKS PER DRAWN D AMA INSTRUCTITNS AND AS NEEDED TO PREVENT DAMAGE TO MIRRORS FROM DEVICES, ALL IN ACCORDANCE WITH GOVERNING STATE AND LOCAL CODE AND CONDENSATION, TEMPERATURE CHANGES DIRECT EXPOSURE TO SUN, OR MIRROR PANEL. CHECKED BY:ELM LANDLORD REQUIREMENTS. OTHER CAUSES. 4. WOOD BEFORE E f INSTALLATION 4. GENERAL CONTRACTOR TO ERECT BARRICADE AT STOREFRONT PER LANDLORD'S POUNDS PER 1,000 SQUARE FEET IN 24 HOURS b. COMPLY WITH MIRROR MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SHIPPING, °- FOCO INSTALLING MIRROR WOOD TRIM, EXAMINE SHO PRIME IOAALL WORK SPECIFICATIONS. GENERAL CONTRACTOR TO INSTALL OWNER SUPPLIED BARRICADE STORING, AND HANDLING MIRRORS AS NEEDED TO PREVENT DETERIORATION FOR S T AND COMPLETE TRIMRRK WHAS REQUIRED.B. INI O TO ALL EXPOSED SIGN (IF PROVIDED) AS SHOWN ON INSTRUCTIONS SENT WITH BID PACKAGES. THE VAPRECISION ANHYDROUS CALCIUM CHLORIDE TEST KIT, INSTRUCTIONS, OF SILVERING, DAMAGE TO EDGES, AND ABRASION OF GLASS SURFACES AND SURFACESIOOF THE MIRROR WOOD RTION WILL EE IN CONTACTERESINS WITH THE 5. THE GENERAL CONTRACTOR SHALL REMOVE, REPAIR, RESTORE AND REPLACE CALCULATIONS AND ALL OTHER PRINTED INFORMATION ARE PROPERTY OF VAPRECISION APPLIED COATINGS. STORE INDOORS, PROTECTED FROM MOISTURE INCLUDING MIRROR ANDBTHEEG MIRRORTELIMINATE KIN INTERACTIONS BETWEEN THE IN THE INHERE NECESSARY OR INDICATED ON THE DRAWINGS OR AS REQUIRED. CUT ALL TESTING SYSTEMS, COPYRIGHT 1994. REVISED AUGUST 1999. THE VAPRECISION CONDENSATION. WOOD BACKING. NECESSARY OPENINGS FOR ANY REQUIRED PURPOSE AND REPAIR, WHERE ANHYDROUS CALCIUM CHLORIDE TEST KIT CONFORMS TO THE AMERICAN SOCIETY FOR 3. PROJECTION CONDITIONS: ENVIRONMENTAL LIMITATIONS - DO NOT INSTALL b. INSTALL MIRRORDISTORTIONS. SCRIBE BANDTDIM PLUMB, LEVEL, TRIMTRUE AND STRAIGHT WITH NO MIRRORED GLASS UNTIL AMBIENT TEMPERATURE AND HUMIDITY CONDITIONS ARE NDRESHUT CUT MIRROR WOOD EFITSFIT AT CUTS. WORK, NECESSARY, AFTER DEINSOFAR AS POSSIBLE,D ALL PROTRUSIONS, MARKS, TESTINGALf MATERIALSED DOCUMENTATION ASTM CIFICATIO AND TM D-C_MENTS D IS AND R ININU GUT SURFACES AND SSIR USING FINISH NH INSTALL CRACKS OR OTHER EVIDENCE OFLL A DEFICIENT OR DAMAGED CONDITION SHALL BE ACTUALLY PICTURED IN THE ASTM SPECIFICATION. ASTM DOCUMENTS ARE THE MAINTAINED AT LEVELS INDICATED FOR FINAL OCCUPANCY. WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL-LENGTH PIECES ELIMINATED UNLESS SPECIFICALLY NOTED OTHERWISE. ANY PARTS WHICH ARE COPYRIGHT PROPERTY OF ASTM, AND CAN BE PURCHASED EASILY FROM THEIR WEB 4. SILVERED FLAT GLASS MIRROR MATERIAL:6.0 MM THICK AND COMPLYING WITH (FROM MAXIMUM LENGTH OF WOOD TRIM AVAILABLE)TO GREATEST EXTENT SPLIT, CRACKED, CHIPPED, SPALLED, BROKEN, MISSING, OR OUT OF LINE OR SITE AT WWW.ASTM.ORG. ASTM C 1503, MIRROR SELECT QUALITY FOR USE IN VISUALLY DEMANDING POSSIBLE. DO NOT USE PIECES LESS THAN 16" LONG, EXCEPT INHERE SHORTER ADJUSTMENT, MECHANICALLY OR STRUCTURALLY UNSAFE OR UNSOUND, BENT, APPLICATIONS REQUIRING MINIMAL DISTORTIONS AND BLEMISHES. SINGLE-LENGTH PIECES ARE NECESSARY. SCARF RUNNING JOINTS. MITERS TORN, OR OTHERWISE DEFICIENT OR INJURED IN ANY MANNER, SHALL BE FOOTNOTE:THE FORMULA ABOVE COMPLIES TO ASTM DOCUMENTATION AS OF 5/99 AND 5. FABRICATION OVER 4" LONG SHALL BE SPLINED AND GLUED. REMOVED, REPLACED, RESTORED, OR SATISFACTORILY REPAIRED AS DIRECTED DEDUCTS THE AREA OF THE CALCIUM CHLORIDE DISH IN CONTACT WITH THE SLAB. a. CUTOUTS: FABRICATE CUTOUTS FOR NOTCHES AND HOLES IN MIRRORS S. PROTECTION AND CLEANING BY THE DINNER'S CONSTRUCTION MANAGER. THERE IS A DEBATE REGARDING THIS ISSUE. TO CALCULATE THE TEST RESULT WITHOUT MARRING VISIBLE SURFACES. LOCATE AND SIZE CUTOUTS SO THEY a PROTECT MIRRORS FROM BREAKAGE AND CONTAMINATING SUBSTANCES 6. GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF WITHOUT DEDUCTING THE AREA OF THE DISH, USE 108.846 INSTEAD OF 118.932. FIT CLOSELY AROUND PENETRATIONS IN MIRRORS. RESULTING FROM CONSTRUCTION OPERATIONS. USING CLEAN WARM WATER, ALL LEASE-HOLD IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO: INTERIOR b. MIRROR EDGE TREATMENT: CUTTING AND POLISHING CLEAN MIRRORS BY METHODS RECOMMENDED IN REFERENCED GLAZING WALLS, CEILINGS, FLOOR COVERINGS(ALL ADHESIVES), PLATFORMS, DIVISION 4-MASONRY (1) TYPICAL MIRRORS: FLAT EDGES WHERE THE CLEAN CUT "SQUARE" EDGE OF STANDARDS. STORE-FRONTS, ETC. (UNLESS INDICATED OTHERWISE ON ARCHITECTURAL THE GLASS IS FLAT AND SURFACES EDGES ARE SLIGHTLY ARRISSED. F. ACCESS DOORS AND PANELS AFTER GRINDING THE ARISSES,THE CONTRACTOR SHALL ACCOMPLISH ANY MISCELLANEOUS MASONRY WORK EDGES SHALL BE POLISHED TO A HIGH DRAWINGS). ALL EXISTING UNUSED MECHANICAL, ELECTRICAL AND/OR PLUMBINGI. GENERAL: PROVIDE ACCESS DOORS AS REQUIRED FOR ACCESS TO VALVES AND INDICATED ON THE PLANS, OR NOT INDICATED ON THE PLANS YET INCIDENTAL TO GLOSS SURFACE INHERE THE SURFACE REFLECTIVITY IS SIMILAR IN FIXTURES AND EQUIPMENT, INCLUDING ABANDONED ROOFTOP HVAC EQUIPMENT CONTROLS LOCATED BEHIND FINISHED WALLS AND CEILINGS NOT OTHERWISE AND CURBS(UNLESS INDICATED OTHERWISE ON MECHANICAL AND ELECTRICAL THE ACCOMPLISHMENT OF OTHER WORK. WHERE APPLICABLE, MASONRY WORK SHALL APPEARANCE TO THE MAJOR SURFACE OF TUE GLASS. ACCESSIBLE, WITH ACCESSORIES FOR COMPLETE INSTALLATION. DRAWINGS)AND/OR SKYLIGHTS ARE TO BE REMOVED AND THE ROOF PATCHED MATCH EXISTING WORK. FINISH BRICK WORK SHALL BE NEATLY TOOTHED INTO (2)BEVELED EDGED MIRRORS: PROVIDE BEVELED EDGED MIRRORS WHERE THE a. COORDINATE WITH VARIOUS TRADES FOR CONTROLS AND VALVES WHICH MAY DRAWING TITLE: EXISTING MASONRY IF APPLICABLE. SURFACE EDGE OF THE GLASS I5 BEVELED TO WIDTH INDICATED ON THE PER ITEM 812 BELOW:CAPPING 15 NOT PERMITTED! OWNER FURNISHED DRAWINGS. THE ANGLE FORMED BY THE INTERSECTION BE SUBMITTALS: CONCEALED. 7. GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF 2. SUBMITTALS: FURNISH PRODUCT DATA FOR EACH TYPE OF ACCESS DOOR AND OF THE PLANCE OF THE BEVEL WITH THE MAJOR SURFACE FACE OF THE PANEL. SPECIFICATIONS ALL LOOSE ITEMS SUCH AS, BUT NOT LIMITED TO: TRADE FIXTURES, DIVISION 5- METALS GLASS SHALL BE BETWEEN 3 TO 10 DEGREES. THE BEVELED SURFACE AND MISCELLANEOUS DECORATIONS, KITCHEN EQUIPMENT, ETC. THE NOSE OF THE BEVEL SHALL BE POLISHED TO A HIGH GLOSS SURFACE 3. MANUFACTURERS: KARP ASSOCIATES INC., MASPETH, N.Y. (718-784-2105); INTER 8. ALL ABANDONED ELECTRICAL/TELEPHONE CONDUIT, PLUMBING LINES AND A.STRUCTURAL STEEL: REFER TO STRUCTURAL DRAWINGS(INHERE APPLICABLE.) INHERE THE SURFACE REFLECTIVITY 15 SIMILAR IN APPEARANCE TO THE FORMS INC., 8880 ELDER CREEK ROAD, SACRAMENTO, CA 95825(916-385-9933) T. MECHANICAL DUCTWORK MUST BE REMOVED TO THE POINT OF ORIGIN. B.METAL STUDS: GALVANIZED STEEL STUDS SIZED AS INDICATED ON DRAWINGS OR AS MAJOR SURFACE OF THE GLASS. o. SALES AREA (NON-RATED): INTEX FORMS"LIFT 9 SHIFT"ACCESS PANEL W/ 9. INFORM THE LANDLORD'S ON-SITE MANAGER OF ANY UTILITY NEEDING TO BE REQUIRED. INCLUDE ALL ACCESSORIES, SUCH A5 BRIDGING, TRACK, ETC. PROVIDE ALL RADIUS DOOR CORNERS. SEE CEILING PLAN FOR SIZES AND LOCATIONS. (3)EDGE SEALING: IMMEDIATELY AFTER CUTTING THE FINAL SIZES, AND MISCELLANEOUS BOLTS, CLIPS, ANCHORS, ANGLES, BRACKETS, SLEEVES, FASTENERS, AND H. SALES AREA (RATED): KARP MODEL ttKATR PRIME COATED STEEL WITH DISCONNECTED OR CAPPED, PRIOR TO DOING 50. APPLYING EDGE TREATMENT; FACTORY SEAL EDGES OF MIRRORS WITH 10.GENERAL CONTRACTOR IS TO EXERCISE EXTREME CARE DURING DEMOLITION SO OTHER METAL ITEMS AS REQUIRED. WOOD STUDS MAY BE SUBSTITUTED WHERE EDGE SEALER TO PREVENT CHEMICAL OR ATMOSPHERIC PENETRATION OF STAINLESS STEEL CAM LATCH ON RECESSED DOOR_ SEE CEILING PLAN FOR ,f PERMISSIBLE BY CODES. . SIZES AND LOCATIONS. C. DATE ISSUED: N AS NOT TO DAMAGE OR DISRUPT UTILITIES OR SPRINKLER LINES WHICH MIGHT GLASS COATING I. COLD FORMED STEEL FRAMING SHALL CONFORM TO REQUIREMENTS OF THE LATEST NON-SALES AREA(NON-RATED): KARP MODEL 14M. PRIME COATED 04/07/17PA55 THROUGH THIS SPACE TO SERVICE OTHER MALL SPACES OR OTHER 6. MISCELLANEOUS MATERIALS i EDITION OF ANSI "SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL STEEL WITH STUD LATCH. SEE CEILING PLAN FORR SIZES AND LOCATIONS. TENANTS(G.C. WILL BEAR SOLE RESPONSIBILITY FOR ANY SUCH DAMAGE ORa. SETTING BLOCK: NON-RUBBER OR NON-NEOPRENE BASED ELASTOMERIC MEMBERS" H. NON-SALES AREA(RATED): KARP MODEL ttKRP-(S DISRUPTION). MATERIAL MANUFACTURED FOR SETTING SILVERED FLAT GLASS MIRRORS, PRIME COATED STEEL 2. STUDS SHALL BE INSTALLED 50 THE ENDS ARE POSITIONED AGAINST THE INSIDE OF WITH RING TURN LATCH. SEE CEILING PLAN FOR SIZES AND LOCATIONS. PROJECT NO: II. REMOVE ALL EXISTING FLOOR FINISHES AND PREPARE CONCRETE SLAB FOR NEW COMPATIBLE WITH ADHESIVE USED FOR PLACEMENT, WITH A TYPE A SHORE THE RUNNER TRACK WEB PRIOR TO FASTENING AND SHALL BE ATTACHED TO BOTH 4. INSTALLATION:COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE FLOOR FINISHES. PATCH, REPAIR AND LEVEL EXISTING SLAB. INFORM OWNER OF FLANGES OF THE UPPER AND LOWER RUNNER TRACKS. DUROMETER HARDNESS OF 85, PLUS OR MINUS 5. 1/8" WIDE X i/4" HIGH X 4" REQUIREMENTS FOR FIRE RATINGS. 170128 ANY IRREGULARITIES IN EXISTING SLAB IMMEDIATELY. REFER TO FINISHLONG. 3. FOR VERTICAL STUDS INHERE THERE IS NO SHEATHING ATTACHED(SUCH AS ABOVE b. EDGE SEALER:COATING COMPATIBLE WITH GLASS COATING AND APPROVED BY a. SET FRAMES ACCURATELY IN POSITION AND SECURELY ATTACH TO SUPPORTS SPECIFICATIONS FOR SPECS OF"M EGASEA L'' EPDXY TO FILL CRACKS AND HOLES. THE CEILING,)OR WHERE SHEATHING IS ATTACHED TO ONLY ONE FACE, PROVIDE MIRROR MANUFACTURER FOR USE IN PROTECTING AGAINST SILVER WITH FACE PANELS PLUMES OR LEVEL IN RELATION TO ADJACENT FINISH 12.GENERAL CONTRACTOR IS RESPONSIBLE TO PATCH AND/OR REPAIR EXISTING STANDARD BRIDGING AT 48"O.C.MAX.ATTACH PER MANUFACTURER'S SPECIFICATIONS. FLOOR SLAB, TENANT SEPARATION WALLS AND ROOF DECK AFTER COMPLETION DETERIORATION AT MIRROR EDGES. SURFACES. DRAWING NO: MIRROR MASTIC: PALMER PRODUCTS CORP., "MIRROR-MASTIC", 50 H. ADJUST AND RE RE AND DOORS AFTER INSTALLATION FOR PROPER OF DEMOLITION AND PRIOR TO COMMENCEMENT OF NEW CONSTRUCTION (G.C. c. ( 2) OPERATION. /� ^ MUST CONTACT LANDLORD PRIOR TO ANY ROOF WORK AND COORDINATE C.DECORATIVE METALS: INSTALL OWNER PROVIDED DECORATIVE METAL SUCH AS 893-3668, (800)431-6151, FAX(SO2)895-9253. REMOVE AND REPLACE DOORS OR FRAMES WHICH ARE WARPED, BOWED OR ,//�\y``J_ ACCORDINGLY). STAINLESS STEEL, PREFINISHED METAL, ETC.AS INDICATED ON DRAWINGS, PER H. DRYWALL AND PLYWOOD PAINT (POROUS SUBSTRATE PRIMER): PALMER c. OTHERWISE DAMAGED. 0 OWNER: F.ALUMINUM-FRAMED ENTRANCES t STOREFRONTS: PRECAUTIONS NOTED ON THE MANUFACTURER'S PRODUCT DATA PROPER ADHESION OVER FULL AREA OF INSTALLATION. SHEETS AND LABELS SHALL BE OBSERVED FOR BOTH MATERIALS b. APPLY ONLY ENOUGH ADHESIVE TO PERMIT PROPER ADHESION OF CARPET BEFORE U NTUC Kit\ I. GENERAL: INSTALL G.G.SUPPLIED EXTRUDED ALUMINUM ENTRANCE SYSTEM E.HOOD STRIP FLOORING, AND EQUIPMENT. INITIAL SET. WITH DOORS, FRAMES, HARDWARE, AND ACCESSORIES AS REQUIRED FOR I. GENERAL:PROVIDE SHOP FINISHED PRE-ENGINEERED WOOD STRIP FLOORING SYSTEM 5. THE APPLICATION SHALL LEAVE NO SAGS, RUNS OR HOLIDAYS.ANY c. INSTALL CARPET IN ACCORDANCE WITH SEAM DIAGRAM. INSTALL CARPET WITH SHIRTS DESIGNED TO COMPLETE WEATHERTIGHT INSTALLATION. WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. DAMAGE IN ANT COAT SHALL BE REPAIRED TO CONFORM TO THIS PILE INCLINATION IN ONE DIRECTION. BE WORN UNTUCKED. 2. STANDARDS:COMPLY WITH ARCHITECTURAL ALUMINUM MANUFACTURERS 2. SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE AND SAMPLES OF WOOD FLOORING SPECIFICATION PRIOR TO FINAL INSPECTION. d. ALL SEAMS SHALL BE BEADED(BUTTERED)WITH LATEX WITHOUT EXCEPTION. BROADWAY ASSOCIATION(AAMA)"ALUMINUM STORE FRONT AND ENTRANCE MANUAL." AND EXPOSED ACCESSORIES, INCLUDING FINISH. 6. WHERE REQUIRED, IMPERFECTIONS AND HOLES IN SURFACES TO BE 9. INSTALL PROPER TRANSITION CARPET EDGE. RAW CARPET EDGES SNALL BE SECURED NEW YORK 379 WEST BROABROA W Y 3. CODES AND REGULATIONS:COMPLY WITH APPLICABLE CODES AND REGULATIONS. 3. PROJECT CONDITIONS: PRIOR TO INSTALLATION OF ANY FLOORING, GC MUST ENSURE COATED SHALL BE CLEANED AND REPAIRED ACCORDING TO HIGHEST AND HELD IN PLACE WITH GRIPPING BAR. EXPOSED CARPET EDGES SPALL BE FINISHED 2 4. SUBMITTALS:NOT REQUIRED. THAT TUE JOBSITE AND SUB-FLOOR MEET THE REQUIREMENTS OF TUE FOLLOWING INDUSTRY STANDARDS AND IN A MANNER APPROVED BY THE DESIGN AUTHORITY. WITH EDGING. INSTRUCTION. 7. ALL MATERIALS SPECIFIED FROM BENJAMIN MOORE t CO., AND ARE 10,WHERE CARPET MEETS DISSIMILAR MATERIAL, INSTALL AN APPROVED CARPET EDGE 5. ACTION WARRANTY ARCHITECT/ENGINEER: 7. MANUFACTURER:T , OLD CASTLE a. G.C. TO PERFORM NSTA MOISTURE TEST ALL CONCRETE IER. TRE O TENT DIRECTED BY TU TO ESTABLISH STANDARDS OF QUALITY AND GENERIC TYPES.COATING BAR. 7. STOREFRONT, TYPE:EXTRUDED ALUMINUM COMME EED BY SYSTEM AS INDICATED FOPP ON DRAWINGS. NWFA AND INSTALL 2 VAPOR NC RITE.MOISTURE CONTENT OF WOOD CTISUBSTITUTIONS ARE PROHIBITED.SHALL II. CARPET ARIETG.C. PROVIDE CARPET SHIELD TO PROTECT CARPET IMMEDIATELY a. ALUMINUM TYPE: AS RECOMMENDED BY MANUFACTURER FOR APPLICATION SUB-FLOOR MUST NOT EXCEED 12%AND CONCRETE MOISTURE CONTENT MUST NOT B. ALL COATING MATERIALS SHALL BE DELIVERED TO OTHER JOB SITE IN AFTER CARPET INSTALLATION. $2 2 3 3 INDICATED, BUT NOT LESS THAN EXTRUDED ALUMINUM, ASTM 5221, 6061 OR 6063 EXCEED 3LB5, b. G.G.TO PROVIDE MOISTURE TEST REPORT TO CONSTRUCTION THE ORIGINAL AND UNOPENED CONTAINERS, PLAINLY MARKED WITH ALLOY AND TS OR T6 TEMPER. MANAGER IMMEDIATELY AFTER DEMOLITION AND/OR I WEEK PRIOR TO FLOOR THE PROPER DESIGNATION OF THE PRODUCT, AS WELL AS THE K.DISTRESSED WOOD FINISH: aEa 8 8 V - 5 S 8. GLAZING: MEDIUM BRONZE1048, ANODIZED.9Y0. ATTRIBUTED NTO TUE G.C. FAILS LPROVIDE HEREPORT, ANY OFU FAILURE NAMEB TUE MANUFACTURER.ECTALL COATING ECTIO MATERIALS AT TUE I. GENERAL: `y`b. E E 9. GLAZING:ASTM 01048, PROVIDE FULLY TEMPERED SELECT GLAZING QUALITY CLEAR ATTRIBUTED TO MOISTURE, IT WILL BE THE RESPONSIBILITY TUE G.G.TO JOB SITE SHALL BE SUBJECT TO INSPECTION BY THE OWNER'S REP. a. GC TO PROVIDE A COUNTER SAMPLE BASED ON THESE SPECIFICATIONS TO OWNER'S FLOAT GLASS;NOMINAL 1/2" SAFETY GLASS UNLESS OTHERWISE INDICATED. REPLACE(LABOR AND MATERIAL). 9. ALL PAINTING MATERIALS SHALL BE STORED IN A CLEAN, DRY WELL VENTILATED PM BY THE END OF WEEK 3 OF CONSTRUCTION FOR APPROVAL PRIOR TO v L i a. APPLIED GLAZING FILM:SUPPLY t APPLY 3M FILM ON ALUMINUM FRAMED c. ALL WORK INVOLVING WATER OR MOISTURE SHOULD BE COMPLETED BEFORE FLOOR PLACE, PROTECTED FROM SPARKS, FLAME, DIRECT RAYS OF TUE SUN, AND EXCESSIVE PROCEEDING. O w STOREFRONT GLASS WHERE INDICATED ON DRAWINGS. INSTALLATION. HEAT OR COLD.TUE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE b. NO SUBSTITUTIONS OF MATERIALS OR DEVIATION FROM THE PROCESS WILL BE y 10.GLAZING ACCESSORIES:OF TYPE RECOMMENDED BY MANUFACTURER TO SUIT d. ROOM TEMPERATURE AND HUMIDITY OF INSTALLATION AREA SHOULD BE PROTECTION AND SAFETY OF THE MATERIALS STORED BY G.G.AT THE JOB SITE. ACCEPTED UNLESS IT IS APPROVED IN WRITING BY TUE OWNER'S PM. SECURITY LOCATIONS AND APPLICATIONS FOR DRY GLAZING INSTALLATION. CONSISTENT SITU NORMAL, YEAR-ROUND LIVING CONDITIONS FOR AT LEAST A WEEK 10. PAINT ADDITIVES ARE PROHIBITED. c. IT IS THE GC'S RESPONSIBILITY TO MAINTAIN APPROVED SAMPLE ON SITE THROUGH T m E II. MISCELLANEOUS MATERIALS: BEFORE INSTALLATION. ROOM TEMPERATURE OF 60 TO 70 DEGREE F AND II. COLORS FOR INDIVIDUAL ITEMS SHALL BE AS SPECIFIED IN THE THE OPENING OF THE STORE. y I HUMIDITY RANGE OF 40 TO 60%15 RECOMMENDED. FINISH PAINTING SCHEDULE, OF THIS SPECIFICATION AND/OR THE 2. DISTRESSED FINISH ON TRIMS AND TONGUE AND GROOVE HOOD PLANKS WC-I : a. STEEL REINFORCEMENT AND BRACKETS:MANUFACTURER'S STANDARD WITH MINIMUM G.G. TO STORE FLOORING AT INSTALLATION SITE FOR 72 HOURS BEFORE PAINTING SCHEDULE SUBMITTED AS A PART OF THE SCOPE OF a. APPLY ONE COAT OF 1:1 MIX OF BENJAMIN MOORE LATEX CLEAR GLAZE 9405, OR N .. 2 OZ. HOT-PIP ZINC PP, ASTM MASTIC,Al2C, APPLIED AFTER FABRICATION. e INSTALLATION TO ALLOW FLOORING TO ADJUST TO ROOM TEMPERATURE AND WORK DOCUMENTS WITH TUE SCOPE OF WORK SCHEDULE TAKING APPROVED EQUAL, AND BENJAMIN MOORE AURA 9522 MATTE FINISH, OR APPROVED A. BITUMINOUS PAINT:COLD-APPLIED SSPC PAINT 12, COMPOUNDED FOR 30 HUMIDITY. DO NOT STORE DIRECTLY ON CONCRETE OR NEAR OUTSIDE WALLS. PRECEDENCE.COLORS SHALL NOT BE SUBSTITUTED. EQUAL, TINTED TO MATCH DUNN EDWARDS"GREY - PANTONE 421 C" (P-3A). MIL THICKNESS PER COAT. THIS FLOORING MAY NOT BE ACCEPTABLE FOR FULL BATHROOM INSTALLATIONS 12.SURFACES NOT TO BE PAINTED SHALL BE PROTECTED DURING CLEANING*PAINTING BRUSH IN DIRECTION OF WOOD GRAIN TO RESEMBLE HOOD STAIN.BRUSH IN THE c. FLASHING:OF INSTALLIZSV ND SH FLASHING MEMBERS, ASMINIMEM REQUIRED22 GAGE DRAFT BECAUSE OF MOISTURE ASSOCIATED WITH SUCH LOCATIONS. OPERATIONS. LONG DIRECTION OF TRIMS AND PLANKS, AND VERTICALLY FOR ALL GTP BD AND ALUMINUM OF SIZES AND SHAPES INDICATED AND TO DRAIN WATER F. COMMENCEMENT OF WORK IS ACCEPTANCE OF CONDITIONS. 13. BEFORE ANY SURFACE IS COATED, IT SHALL BE CLEANED CAREFULLY OF PANEL FACES.ALLOW TO DRY TWO HOURS. 0 TO ANCHORING EXTERIOR,DEVICES:CESADJACENT RESISTANT ALUMINUM MEMBERECAPABLE LH.OF 4, MANUFACTURERS:REFER TO FINISH SCHEDULE. ALL DUST, DIRT, GREASE, LOOSE RUST, MILL SCALE, OLD PAINT, ETC. A. APPLY TWO COATS OF 2:1 MIX OF BENJAMIN MOORE LATEX CLEAR GLAZE 9405, OR W 5 d. ECEYSTEMCORROSION RESISTANT TYPE DESIGN SUPPORTINGLLOW5. WOOD: AS INDICATED ON DRAWINGS, TONGUE AND GROOVED EDGES WITH SHOP APPLIED 14.ALL CLEANED METAL SHALL BE PRIME COATED, AS SPECIFIED, APPROVED EQUAL, AND AURA 9526 SATIN FINISH, OR APPROVED EQUAL, TINTED TO S ADJUSTMENTSUSTCE SYSTEM AND SUPERIMPOSED TOED DESIGN LOADS, TO DLIV ACRYLIC IMPREGNATED FINISH INTENDED FOR DIRECT ADHESIVE APPLICATION TO IMMEDIATELY AFTER CLEANING TO PREVENT NEW RUSTING OR MATCH"DUNN EDWARDS"COOL DECEMBER" P-IA. BRUSH IN DIRECTION OF WOOD CC ti a OF SYSTEM PRIOR TO BEING PERMANENTLY FASTENED IN PLACE. ( ) 12.FABRICATION: CONCRETE. OXIDATION OF CLEANED SURFACES. GRAIN.BRUSH IN LONG DIRECTION OF TRIMS AND PLANKS, AND VERTICALLY FOR C�� a. ACCURATELY FIT TOGETHER JOINTS AND CORNERS; MATCH COMPONENTS ENSURING 6. ADHESIVE: AS RECOMMENDED BY MANUFACTURER TO ENSURE MAXIMUM DURABILITY IS SURFACES GYP BD AND PANEL FACES. ALLOW TO DRY TWO HOURS.SHOULD MATCH SAMPLES 76.20, OVER TIME;NONTOXIC, WATERPROOF TYPE SUITABLE FOR FLOORING, SUBSTRATE, AND 15.1 SURFACE PREPARATION(ALL METAL AND WOOD SURFACES) T CONTINUITYI/64thINCOF MAX.LINE AND DESIGN; ENSURE JOINTSAULAND CONNECTIONS ARE FLUSH, PROVIDED TO OWNER. IF IT DOES NOT MATCH SAMPLE PROVIDED, CONSULT OWNERS y N INCH .AND WEATHERPROOF.NO CAULK AT ANT JOINTS OR ACCEPTABLE TO APPLICABLE AUTHORITIES. 0. SOLVENT CLEANING SSPC-SP1 - THIS IS A METHOD FOR REMOVING OIL, GREASE, PM. m o CONNECTIONS.NO EXCEPTIONS! 7. MOISTURE VAPOR PROTECTION:BOSTIK MVP4 MOISTURE BARRIER OR AS RECOMMENDED DRAWING AND CUTTING FLUIDS FROM TUE SURFACE.A COMPLETE DESCRIPTION OF c. SAND EDGES ONLY USING 80 GRIT PAPER ONLY TO EXPOSE 30%-40%OF THE PRIMER L B m' b. SEPARATE DISSIMILAR MATERIALS SITU BITUMINOUS PAINT OR PREFORMED BY MANUFACTURER;ONE-PART, TROWEL APPLIED, ELASTOMERIC, MOISTURE CURE TUE PROCEDURES CAN BE FOUND IN STEEL STRUCTURES PANTING COUNCIL BENEATH. SAND EDGES OF WOOD TRIMS AND MILLWORK, NOT GYP.BD.NOTE:SANDING TO NE SEPARATORS WHICH WILL PREVENT CORROSION. URETHANE MEMBRANE. APPLY WITH 3/16" X 5/32"V-NOTCH TROWEL IS RECOMMENDED. SPECIFICATION"SSPC-SP-I SOLVENT CLEANING" BE DONE WITH OWNER'S PM ON SITE. Q�- 13.INSTALLATION: INSTALL ALUMINUM FRAMED STOREFRONT ASSEMBLIES, INCLUDING 8. SUBFLOOR FILLER: PREMIX LATEX REQUIRING WATER ONLY TO PRODUCE CEMENTITIOUS b. EMULSIFIER SOLVENT CLEANING-ALL AREAS TO BE PAINTED SHOULD BE CLEANED Y g. ENTRANCES, IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND TO MEET PASTE. THOROUGHLY WITH A SOLUTION OF OIL AND GREASE EMULSIFIER. THIS GLEANER DIVISION 10-SPECIALTIES O S q. DIVIDER STRIPS:TYPE AS INDICATED, SELECTED BY ARCHITECT FROM AS EMULSIFIES ALL OF THE OILY SUBSTANCE CONVERTING IT TO SOAP AND FLOATS IF DESIGN REQUIREMENTS INDICATED, FOR WEATHERTIGHT INSTALLATION. MANUFACTURER'S FULL RANGE OF EDGE STRIPS WHERE NOT OTHERWISE INDICATED. OUT OF THE SURFACE. THOROUGHLY SCRUB ALL AREAS UNTIL SURFACE APPEARS A. ACCESS PANEL: FOR GYPSUM BOARD SOFFIT OR WALL: 24"X 24" SURFACE a. DIMENSIONALERS ASSEMBLIES ARE PLUMB, LEVEL AND FREE JOFA WARP OR TWIST;MAINTAIN E 3 u1, TOLERANCES AND ALIGNMENT WITH ADJACENT WORK. 10.PREPARATION: BROOM CLEAN SUBSTRATE SURFACE AND ENSURE FLOOR SURFACE IS CLEAN, AND THE RINSE WELL WITH CLEAN WATER. THIS PROCESS SHOULD BE MOUNTED, MODEL 9AP24, AS MANUFACTURED BY INTEXFORMS INC. (916)308-9933 m < b. USE SUFFICIENT ANCHORAGE DEVICES TO SECURELY AND RIGIDLY FASTEN SMOOTH AND FLAT TO PLUS OR MINUS I/8"PER 10'-0", FREE OF OIL, GREASE, DUST REPEATED TO ENSURE THAT THERE ARE NO OTHER OILY CONTAMINANTS REMAINING. OR OTHER WHICH MUST BE APPROVED BY OWNERS CONSTRUCTION MANAGER. G' v ASSEMBLIES TO BUILDING. AND FOREIGN SUBSTANCE. USE LATEX FILLER TO PATCH CRACKS AND SMALL HOLES, 15.2 WALLS AND COLUMNS-MATTE/EGGSHELL FINISH SUBSTITUTE WITH 15" LABEL FIRE PANEL, MODEL FIN 5050, KEY LOCK, ONLY IF A c. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND FOR MINOR LEVELING. a. PRIMER: APPLY ONE(I)COAT OF ULTRA SPEC UNDERCOATER It PRIMER SEALER RATED DOOR IS REQUIRED PER CODES. USING PROPER TEMPLATES. COORDINATE INSTALLATION OF CYLINDERS WITH o. GRIND CONCRETE WHERE RIDGES AND IRREGULARITIES PROVIDE UNSATISFACTORY (PRODUCT 9 N53400)AT A WET FILM THICKNESS OF 3.6 MILS PER COAT TO B. ACCESS PANELS: FOR HVAC EQUIPMENT ARE NORMALLY INDICATED ON THE HVAC SECTION 08700. SUBSTRATE FOR WOOD STRIP FLOORING. BUFF CONCRETE WITH AN BO GRIT SCREEN, ACHIEVE A DRY FILM THICKNESS OF 1.1 MILS PER COAT. (TINT PRIMER ONE SHADE AND REFLECTED CEILING PLANS. IN ABSENCE OF DEFINED LOCATIONS, THE nEsnesisenvon LeRILIT,On INF U.Or d. INSTALL SILL MEMBERS AND THRESHOLDS IN BED OF COMPOUND, JOINT FILLERS OR THEN VACUUM AND WIPE THOROUGHLY WITH LACQUER THINNER. LIGHTER THAN FINISH COAT). GENERAL CONTRACTOR IS TO FURNISH AND INSTALL ACCESS PANELS AS -.ESE ROM F.AMY PROJECT OniEfl IIINI II. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION GASKETSIN TO PROVIDE WEATHERTIGHT CONSTRUCTION. b. MATTE/EGGSHELL APPLY TWO(2)COATS OF REGAL SELECT PREMIUM INTERIOR3.8 PAINT NECESSARYMPONENTO FURNISHREASONABLE,EOFEI SAFE ACCESSACCESS SERVICE ALL SERVICEABLE < GLASS INSTALLATION:COMPLY WITH LANA GLAZING SN TOL AND GLAZING INSTRUCTION FOR DIRECT APPLICATIONFOR OF WOOD STRIP FLOORING OVER CONCRETE.AGE. ILH A WET FILMMTHICKNESSER OF 3.8 MILS PER COAT COMPONENTS) EACH PIECE OF EQUIPMENT.LAD. ASSUMED. WI-IEESHALL BE BY A Tats==== MANUFACTURERUREINSTRUCTIONS. DO NOT ALLOW GLASS TO TOUCH METAL c. INSPECT FT RING MATERIAL CO PACE ETTWE, RANDD ALL W TO LIC TIO . DRY FILMSARETHICKNESS 1.5A MILS PER COAT. REMOVAB E( STANDINGC FIRMLY OA LADDER. DIATE ACCESS PANELS THR E c. PROVIDE AT LEAST I/2" EXPANSION SPACE BETWEEN FLOORING AND ALL WALLS AND c. APPLICATION:BRUSH SMALL AREAS AND AROUND TRIM AND CEILING WITH PREMIUM REMOVABLE DIFFUSERS CANNOT BE LOCATED IMMEDIATELY ADJACENT TO THE VERTICAL OBJECTS. QUALITY NYLON/POLYESTER BRUSH. FIRST COAT MAY BE SPRAYED, BUT BACKROLL EQUIPMENT, THE CONTRACTOR IS TO FURNISH A NON-COMBUSTIBLE CATWALK OR d. ENSURE JOINTS OF WOOD FLOORING ARE IN LINE; ENSURE FULL ADHESIVE CONTACT WITH SOFT WOVEN COVER NO LARGER THAN 4S"NAP TO MINIMIZE TEXTURE.SECOND ABOVE CEILING SECURED PLANKING OR METAL DECKING OR SIMILAR FOR PERMANENT BOND TO SUBSTRATE. WHEN INSTALLING DIRECT TO CONCRETE, IT COAT SHALL BE APPLIED BY ROLLER ONLY. NON-COMBUSTIBLE MATERIAL TO PERMIT ACCESS TO THE EQUIPMENT FROM THE DIVISION__P-FINISHF), 15 RECOMMENDED BLUE PAINTERS TAPE BE USED TO HOLD THE FLOORING 15.3 CEILINGS AND SOFFITS - FLAT FINISH NEAREST ACCESS PANEL OR LIFT-OUT DIFFUSER. CATWALKS MUST BE TOGETHER WHILE ADHESIVE 15 WET. THIS WILL KEEP THE FLOOR TIGHT AND a. PRIMER:APPLY ONE(I)COAT OF ULTRA SPEC UNDERCOATER It PRIMER SEALER OBSTACLE-FREE TO A HEIGHT OF 3 FOOT 0 INCHES ABOVE THE CATWALK. STORE NO'. A.GYPSUM DRYWALL: CRACKS TO A MINIMUM. REMOVE BLUE TAPE WITHIN 8 HOURS. A I. FURNISH AND INSTALL ALL GYPSUM DRYWALL AND SYSTEMS COMPLETE WITH PARTITION e. LAY FLOORING SYMMETRICAL ABOUT ROOM CENTER LINE; FIT NEATLY TO VERTICAL (PRODUCT 9 DRY FILM AT A WET OFFI THICKNESS OF T. MILS PER COAT ONE CATWALKS MUST BE CAPABLE OF SAFELY CONSTRUCTED SUPPORTING OF MINIMUM U TWO(2) - ACHIEVE A FILM THICKN E55 I.I MILS PER GOAT. (TINT PRIMER SHADE TECHNICIANS PLUS EQUIPMENT AND BE CONSTRUCTED NON-COMBUSTIBLE FRAMING, CEILING SUSPENSION SYSTEMS AND RELATED ACCESSORIES, PARTS, INTERRUPTIONS. LIGHTER THAN FINISH COAT). MATERIALS. MATERIALS, ETC,AS SHOWN ON DRAWINGS AND AS SPECIFIED, INSTALL ALL F. ALL BOARDS THAT ARE CUT SHOULD BE HAND BEVELED OR DRAGGED, AND PROJECT LOCATION'. MATERIALS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. COLORED TO MATCH OTHER FLOORING BOARDS USING BLEED KIT SUPPLIED WITH A. FINISH:APPLY TWO(2)COATS OF REGAL SELECT PREMIUM INTERIOR PAINT FLAT C.THE GENERAL CONTRACTOR IS RESPONSIBLE TO ASSEMBLE ALL MISCELLANEOUS 2. GYPSUM DRYWALL: U.S. GYPSUM 5/5"THICK FIRE CODE SHEETROCK(TYPE'X')PANELS THE FLOORING. FINISH (547)AT A WET FILM THICKNESS OF 3.8 MILS PER COAT TO ACHIEVE A DRY NON-SALES AREA WALL STANDARDS, SHELVES, BRACKETS, ETC. WASHINGTON SQUARE OF STANDARD QUALITY. GENERAL CONTRACTOR MAY USE NON-RATED 5/8"THICK 0 BOARDS THAT MEET PERPENDICULAR OR AT ANY OTHER ANGLE ARE TO BE TONGUE FILM THICKNESS OF 1.4 MILS PER COAT. D.LAVATORY FIXTURES t ACCESSORIES:REFER TO MECHANICAL DRAWINGS, TOILET ROOM 9585 SW WASHINGTON c. APPLICATION:BRUSH SMALL AREAS AND AROUND TRIM AND CEILING WITH PREMIUM DETAILS SHEET, AND RESPONSIBILITY SCHEDULE. BOARD IN AREAS OF STORE WHERE ALLOWED BY STATE AND LOCAL CODES. ALWAYS AND GROOVED TOGETHER. QUALITY NYLON/POLYESTER BRUSH_ FIRST COAT MAY BE SPRAYED, BUT BACKROLL E. RESTORE LANDLORD'S STRUCTURAL STEEL FIREPROOFING TO MAINTAIN INTEGRITY OF SQUARE RD USE TYPE'0'ON TENANT SEPARATION WALLS. h. CLEAN ALL ADHESIVE OFF THE FINISHED FLOORING WITH MINERAL SPIRITS MAKING SAME AND FIREPROOF NEW STEEL AS REQUIRED. 3. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE, PER MANUFACTURER'S SURE NOT TO RUB TOO AGGRESSIVELY WHICH COULD DAMAGE THE FINISH AND/OR WITH SOFT WOVEN COVER NO LARGER THAN 'h"NAP TO MINIMIZE TEXTURE.SECOND SPACE#F01 RECOMMENDATIONS. REMOVE THE COLOR FROM THE FLOORING. COAT SHALL BE APPLIED BY ROLLER ONLY. F. CLEANING: THE G.C. 15 RESPONSIBLE FOR 2 PROFESSIONAL CLEANINGS.ONE 4. METAL ACCESSORIES: U.S. GYPSUM OR GOLD BOND SYSTEM Of COMPONENTS AND JOINT I. PROVIDE DIVIDER STRIPS WHERE FLOORING TERMINATES WITH TILE OR OTHER 2. ROLL BASE, CASING, AND TRIM -SEMI GLOSS FINISH THEASTO TO BE PRIOR TOTHE PUNCH-LIST PSTN DAT SECOND IS TO BE AFTER PORTLAND,OR 97223 TAPE. FLOOR FINISHES. a. PRIMER: THE STORE IS MERCHANDISED BEFORE THE OPENING DATE. STORE IS TO BE 5. JOINT TREATMENT: U.S. GYPSUM OR GOLD BOND SYSTEM OF COMPONENTS AND JOINT (I) DIVIDER STRIPS MANUFACTURER: a.o. NEW DOORS: APPLY ONE(I)COAT OF ULTRA SPEC ACRYLIC METAL PRIMER TURNED OVER IN A DUST-FREE, DIRT-FREE CONDITION. CLEANING SHALL INCLUDE, DESIGN TYPE (PO4)AT A WET FILM THICKNESS OF 4.0-4.5 MILS PER COAT TO ACHIEVE A BUT NOT BE LIMITED TO THE FOLLOWING: TAPE. MANHATTAN AMERICAN TERRAZZO STRIP COMPANY DRY FILM THICKNESS OF 1.7-2.3 MILS PER COAT. (TINT PRIMER ONE SHADE I.STOREFRONT GLASS(INSIDE AND OUT) P O BOX 72433 OLD 421 ROAD LIGHTER THAN FINISH GOAT) 2.MIRRORS B.CERAMIC TILE .: STACEY, NORTH CAROLINA 27355 3.STOREFRONT METAL REVISIONS: I. CERAMIC TILE AS SPECIFIED IN FINISH SCHEDULE AND RESPONSIBILITY SCHEDULE. (IF (336)622-4247; FAX: (336)622-4160 o.b. EXISTING FACTORY FINISHED DOORS:APPLY ONE(I)COAT OF STIX 4.SIGNS APPLICABLE) matsns@aol.com WATERBORNE PRIMER(XA05).ALLOW 3 HOURS TO DRY THEN APPLY 1-2 5. LIGHT FIXTURES INCLUDING CANS, TRIM, TRACK AND TRACK HEADS REQUIRED BY. DATE2. INSTALL CERAMIC TILE USING RECOMMENDED METHODS OF THE TILE CONTRACTORS j. PROVIDE MAXIMUM 1:12 SLOPE WHERE FINISHED FLOOR SURFACE CHANGES LEVEL COATS OF REGAL SELECT SEMI-GLOSS IN THE SPECIFIED COLOR.. 6. FLOORING(PER MANUFACTURER'S RECOMMENDATIONS) ASSOCIATION OF AMERICA AND TUE TILE COUNCIL OF AMERICA, INC. BETWEEN WOOD FLOORING AND ADJACENT FLOORING. b. FINISH: APPLY TWO(2)COATS OF REGAL SELECT PREMIUM INTERIOR PAINT 7.VINYL RESILIENT FLOOR TILE CLEANED AND WAXED 3. INSTALL CERAMIC TILE USING GROUT AND JOINT SPACING SPECIFIED IN FINISH SEMI-GLOSS FINISH (551)AT A WET FILM THICKNESS OF 3.5 MILS PER COAT TO /A\ux mmexrs anvmi� F. - N H DIN.:_: ACHIEVE A DRY FILM THICKNESS OF 1.4 MILS PER COAT. 9.8. PRESENTATION ITEMS, PROPS, AND TRADE FIXTURES SCHEDULE. I. GENERAL:PROVIDE RESILIENT SHEET FLOORING WITH ACCESSORIES AS REQUIRED FOR c. APPLICATION:BRUSH APPLY WITH PREMIUM QUALITY NYLON/POLYESTER BRUSH. IS HOOD BASE 4. ADHESIVEACIS TOR' BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR(PER I0. WALL COVERINGSLES MANUFACTURER'S SPECIFICATIONS). COMPLETE FINISHED INSTALLATION. PRIMER MAY BE SPRAYED. ALWAYS KEEP A WET EDGE DURING APPLICATION.A II. NON-SALES SHELVING, STORAGE PLATFORMS, ETC. 2. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES OF EACH TYPE OF FLOORING MAXIMUM OF ONE PINT PER GALLON OF GLEAN WATER MAY BE ADDED FOR A 5. CAREFULLYCLEAN ALL ITIO AND REPLACE , GENTSR ANY DAMAGEDETHATWORK AND G.OWNER'S - GENERAL:G.G.TO RAE AWNING AND FRAME INSTALLATION AS WITH COLOR AND PATTERN SELECTED AND EACH TYPE OF EXPOSED INTEGRAL BASE DESIRED CONSISTENCY AND FLOW. LEAVE IN PERFECT CONDITION. USE NON ACID, AGENT NA DEVICE THAT WILL MAROWNER'S PROJECT MANAGER. SUBCONTRACTOR TO PROVIDE BLOCKING AS REQUIRED. ACCESSORY. 15.5 METAL DOORS AND METAL DOOR JAMBS -SEMI GLOSS FINISH SURFACE. CONSULT WITH OWNER'S CONSTRUCTION MANAGER FOR INSTRUCTIONS(DO COORDINATE WITH OWNER'S VENDOR. NOT POLISH CERAMIC TILE). 3. PROJECT CONDITIONS: ENSURE FLOOR SURFACES ARE SMOOTH AND FLAT WITH MAXIMUM o. PRIMER: APPLY ONE(I)COAT OF ULTRA SPEC ACRYLIC METAL PRIMER(PO4)AT A 6. CERAMIC TILES ARE TO BE SET WITHOUT TRIPPING HAZARD TO CUSTOMERS OR STAFF. VARIATION OF 1/0" IN 10'-0"; ENSURE CONCRETE FLOORS ARE DRY AND EXHIBIT WET FILM THICKNESS OF 4.0-4.5 MILS PER COAT TO ACHIEVE A DRY FILM 7. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CORRECT RAISED CERAMIC TILES FOR NEGATIVE ALKALINITY, CARBONIZING AND DUSTING. THICKNESS OF 1.7-2.3 MILS PER COAT. (TINT PRIMER ONE SHADE LIGHTER THAN DIVISION 12-FURNISHINGS THE ENTIRE DURATION OF THE WARRANTY PERIOD AT THE DIRECTION OF THE OWNER'S a. REFER TO FINISH SCHEDULE FOR LOCATION OF SPECIFIED MATERIALS AND FINISHES FINISH COAT). CONSTRUCTION MANAGER. WHEN APPLICABLE. b. FINISH: APPLY TWO(2)COATS OF REGAL SELECT PREMIUM INTERIOR PAINT A.GENERAL CONTRACTOR IS RESPONSIBLE FOR ASSEMBLY AND PLACEMENT OF OFFICE b, FLAMMABILITY:0.45 WATTS/SQ.CM.OR HIGHER, ASTM E648. SEMI-GLOSS FINISH(551)AT A WET FILM THICKNESS OF 3.0 MILS PER COAT TO AND NON-SALES EQUIPMENT AND FURNITURE. C.CEILING SYSTEMS: 4. EDGE STRIPS AND ACCESSORIES: RUBBER OR VINYL EDGE STRIPS MATCHING RESILIENT ACHIEVE A DRY FILM THICKNESS OF 1.4 MIL5 PER COAT. B.THE CONTRACTOR 15 RESPONSIBLE TO UNCRATE, ASSEMBLE, AND PLACE TRADE I. FURNISH AND INSTALL CEILING SYSTEM COMPLETE SITU SUSPENSION SYSTEM AND FLOORING. c. APPLICATION: FOR JAMBS:BRUSH APPLY WITH PREMIUM QUALITY FIXTURES AND PRESENTATION ITEMS IN SALES AREA, FIXTURES TO BE LOCATED INDICATES NO 1.1/1510111-01114 SHEET RELATED ACCESSORIES AS SHOWN ON DRAWINGS AND AS SPECIFIED. 5. SUBFLOOR FILLER:WHITE PREMIXED LATEX-CEMENT PASTE DESIGNED FOR PROVIDING NYLON/POLYESTER BRUSH. ALWAYS KEEP A WET EDGE DURING APPLICATION. FOR PER THE DIRECTION OF THE OWNER. 2. SUSPENSION SYSTEMS SHALL BE ADEQUATE TO SUPPORT LIGHT FIXTURES, CEILING, THIN SOLID SURFACE FOR LEVELING AND MINOR RAMPING OF SUBSURFACE TO ADJACENT DOORS, A SOFT WOVEN COVER OF NO MORE THAN X"15 RECOMMENDED FOR A C.SUN CONTROL FILM: (USE ONLY WHEN NOTED IN DRAWINGS). DRAWN BY: AMA GRILLES, DIFFUSERS AND OTHER NORMAL ACCESSORIES. PROVIDE SYSTEM FLOOR FINISHES.USE MATERIAL CAPABLE OF BEING APPLIED AND FEATHERED OUT TO SMOOTH APPEARANCE.A MAXIMUM OF ONE PINT PER GALLON OF CLEAN WATER MAY I.SOLAR CONTROL FILM APPLIED TO EXISTING GLASS. ADJACENT FLOOR WITHOUT SPALLING. BE ADDED FOR A DESIRED CONSISTENCY AND FLOW. 2. PRODUCT DATA. MANUFACTURER'S DATA ON PRODUCTS TO BE PROVIDED, CHECKED BY: COMPONENTS ELM FROM A SINGLE MANUFACTURER. 6. PRIMERS AND ADHESIVES: WATERPROOF NONTOXIC TYPES AS RECOMMENDED BY 15.6 NOTES AND CAUTIONS 3. MANUFACTURER'SSNCEILING AND SUSPENSIONDAISYSTEMS1IN STRICT ACCORDANCE LEVEL,WITH SHOWING PHYSICALDATA, INDEPENDENT PROPERTIES AND STING D TGE INSTALLATION ATISN SHOWING FLOORING MANUFACTURER FOR SPECIFIED MATERIAL AND APPLICATION. a. ENSURE PROPER CONDITIONS FOR APPLICATION - BEFORE ANY SURFACE IS COATED, RECOMMENDATIONS. EINISH CEILING SHALL BE WITH JOINTS 3.TEST DATA: INDEPENDENT TESTING AGENCY REPORTS SHOWING COMPLIANCE WITH SNUG AND SQUARE, AND TILES OR PANELS IN PERFECT CONDITION. 7. SEALER AND WAX: TYPE RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIAL IT SHALL BE CLEANED OF ALL DUST, DIRT, GREASE, LOOSE RUST, MILL SCALE, PROPERTIES SPECIFIED BY REFERENCE TO A TEST METHOD. 4 MATERIALS AND FINISHES a REFER TO DRAWINGS FOR LOCATION OF SPECIFIED TYPE AND LOCATION. LOOSE PAINT, ETC. IMPERFECTIONS AND HOLES IS SURFACES TO BE COATED SHALL 4. PROVIDE FILM MANUFACTURER'S 10-YEAR WARRANTY AGAINST FAILURE OF FILM, MATERIALS AND FINISHES WHEN APPLICABLE. 8. PREPARATION: CONFORM TO ASTM F7I0 AND MANUFACTURER'S RECOMMENDATIONS FOR BE CLEANED AND FILLED IN AN APPROVED MANNER. INCLUDING CHANGE OF COLOR, PEELING, BUBBLING, RIPPLING, CRACKING, b. NON-SALES CEILING.AS SCHEDULED OR EQUAL.CLASS"A" RATING. PREPARATION; REMOVE SUBFLOOR RIDGES AND BUMPS; FILL LOW SPOTS, CRACKS, b. ALL PROJECTS SHOULD BE INSPECTED - AT VARIOUS STAGES OF SURFACE DELAMINATION, AND DEMETALIZATION; INCLUDE COST OF MATERIAL AND LABOR FOR c. WHEN A ONE-HOUR FIRE-RATED CEILING ASSEMBLY IS REQUIRED BY LANDLORD, JOINTS, HOLES AND DEFECTS WITH SUBFLOOR FILLER. PREPARATION AND COATING APPLICATION. INSPECTIONS SHOULD BE CARRIED OUT REMOVAL AND REINSTALLATION. STATE OR LOCAL CODES, THEN GENERAL CONTRACTOR 15 TO CONFORM WITH 9. INSTALLATION:COMPLY WITH FLOORING AND BASE MANUFACTURER RECOMMENDATIONS BY G.C. INSPECTION t OWNERS REP.OR BY OUTSIDE INSPECTION FIRMS. 5.MANUFACTURER: SOUTHWALL TECHNOLOGIES; REPRESENTED BY V-KOOL, INC.; UNDERWRITER'S LABORATORIES DESIGN FOR A ONE-HOUR RATED ASSEMBLY AS AND INSTALLATION INSTRUCTIONS; SET FLOORING IN PLACE, PRESS WITH HEAVY ROLLER c. CLEAN ANY BOLTS AND PAINT THEM USING A BRUSH -COLORS SHOULD BE 173568 NORTHWEST FREEWAY, HOUSTON, TX 77040.ASD.TEL (800)786-2468. SCHEDULED. FOR FULL ADHESION;SCRIBE TO WALLS, COLUMNS, AND OTHER APPURTENANCES TO DEGREASED BEFORE PRIMING. THE PRIMER AND TOPCOATS SHOULD BE APPLIED BY FAX (713)556-59F15. EMAIL:SALE5PV-KOOL-USA COM WWW.V-KOOL-USA COM d. G.G.TO PROVIDE ONE BOX OF THE SPECIFIED CEILING TILES ON SITE FOR FUTURE PRODUCE TIGHT JOINTS. BRUSH TO ACHIEVE COMPLETE AND UNIFORM COVERAGE. 6.SOLAR CONTROL FILM: SOUTHWALL TECHNOLOGIES V-KOOL VK-70 FILM: USE, c. LAY FLOORING WITH MINIMUM SEAMS WITH PATTEN PARALLEL TO BUILDING LINES H. MASK FAYING SURFACES AFTER PRIMING - IF FAYING SURFACES ARE TO BE VIRTUALLY CLEAR SELF-ADHESIVE POLYESTER FILM. TO PRODUCE SYMMETRICAL PATTERN, TERMINATE RESILIENT FLOORING AT PRIMED, THEY MUST BE MASKED AFTER PRIMING TO PREVENT TOPCOATING OF THE 7.SOLAR CONTROL FILM: SOUTHWALL TECHNOLOGIES V-KOOL VK-40 FILM:GRAY CENTERLINE OF DOOR OPENINGS WHERE ADJACENT FLOOR FINISH IS DISSIMILAR, FAYING SURFACES, APPLICATION OF TUE TOPCOAT TO A FAYING SURFACE MY LEAD TINTED SELF-ADHESIVE POLYESTER FILM. INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES. TO LOOSENING OF FRICTION JOINTS. IN I. VINYL AL,G.C.FLOORING: B. INSTALL SI HOUR ACCORDANCE ,TR MANUFACTURER'SRIPS, IT, CUTS,IONS. 10.INTEGRAL COVE BASE: PROVIDE INTEGRAL COVE BASE INCLUDING COVE SUPPORT STRIP e. ENSURE ADEQUATE VENTILATION -ADEQUATE VENTILATION WHILE APPLYING AND I. GENERAL,G AS REQUIREDROWNER COMPLETE VINYL STRIP FLOORING SYSTEM WITHS. INSTALL WITHOUT BUBBLES, RIPPLES, DRIPS, DIRT, TEARS, OR GAPS OR FILLER AND METAL TOP EDGE STRIP; INSTALL TOP EDGE STRIP LEVEL WITH FLOOR CURING COATINGS IS IMPORTANT FOR HEALTH AND SAFETY REASONS AND TO ACCESSORIES CONDITIONS: IFOR COMPLETE ONI FINISHED INSTALLATION. BETWEEN FILM AND FRAME. 2. PROJECT PRIOR TO INSTALLATION OF ANY FLOORING, GC MUST ENSURE LINE, WITH TIGHTLY BUTTED JOINTS, MITERED CORNERS;USE LONGEST TOP EDGE ENSURE PROPER CURING OF THE COATING. WHEN APPLYING COATINGS IN CONFINED 10.CLEAN NEWLY INSTALLED FILM AND WINDOW FRAMES. THAT THE JOBSITE AND SUB-FLOOR MEET THE REQUIREMENTS OF THE FOLLOWING PIECES AVAILABLE, MINIMUM 48"BETWEEN JOINTS. SPACES, SOLVENT VAPORS MAY ACCUMULATE, LEADING TO INTOXICATION OF II.REMOVE CLEANING SOLUTIONS, RUN-OFF CLEANING WATER, AND ADHESIVE INSTRUCTION. II. CLEANING: REMOVE EXCESS ADHESIVE FROM FLOOR, BASE AND WALL SURFACES. WORKERS OR FIRE AND EXPLOSION. FLAMMABLE SOLVENTS AND THE ATOMIZED MOUNTING SOLUTION FROM ADJACENT SURFACES. a. G.C.TO PERFORM MOISTURE TEST ON ALL CONCRETE FLOORS AS DIRECTED BY COATINGS ARE GENERALLY HEAVIER THAN AIR AND TEND TO SETTLE IN THE LOWER 12.WHERE INSTALLED FILM COULD BE DAMAGED BY SUBSEQUENT CONSTRUCTION NWFA AND INSTALL BOSTIK MVP4 VAPOR BARRIER. MOISTURE CONTENT OF WOOD G.VINYL RESILIENT TILE(NON-SALES): AREAS OF CONFINED CONSIDER THIS WHEN DESIGNING AND INSTALLING THE WORK, PROVIDE TAPE WARNING STRIPS OR BARRICADES TO PREVENT CONTACT. SUB-FLOOR MUST NOT EXCEED 12%AND CONCRETE MOISTURE CONTENT MUST NOT I. SEE FINISH SCHEDULE. BUTT BASE TO FLOOR AND WALL WITH NO GAPS. VENTILATION SYSTEM. D.INTERIOR WINDOW FILM: DRAWING TITLE: EXCEED 3LBS. b. G.C. TO PROVIDE MOISTURE TEST REPORT TO CONSTRUCTION 2. FILL ALL CRACKS, JOINTS, ETC. IN SUB-FLOOR WITH CRACK FILLER APPROVED BY F. PAINT BEFORE INSTALLING HARDWARE. I. APPLY TO STOREFRONT GLASS AS INDICATED IN DRAWINGS. MANAGER IMMEDIATELY AFTER DEMOLITION AND/OR I WEEK PRIOR TO FLOOR FLOORING MANUFACTURER. INSTALL ALL MATERIALS SITU WATERPROOF TYPE J. CARPET: 2.PRODUCT DATA: MANUFACTURER'S DATA ON PRODUCTS TO BE PROVIDED ATTRIBUTED TTRLU INSTALLATION. IFTHE G.C. FAILS TO PROVIDE REPORT, ANY FLOOR FAILURE ADHESIVES AS RECOMMENDED BT FLOORING MANUFACTURER FOR MATERIALS AND I. INSTALL OWNER FURNISHED CARPET; PROVIDE CARPET ACCESSORIES AS REQUIRED FOR SHOWING PHYSICAL PROPERTIES AND INCLUDING INSTALLATION INSTRUCTIONS. SPECIFICATIONS REPTO MOISTURE, ITRI WILL BE THE RESPONSIBILITY OF THE G.C.TO SURFACES INVOLVED. COMPLETE OHEDWITP INSTALLATION.R3.TEST SPECIFIED BY INDEPENDENT TESTING AGENCY REPORTS SHOWING COMPLIANCE WITH REPLACEW (LABOR AND MATERIAL). I. THISPAINTINGSP AND COATING 2. STANDARDS:0. FLACOMPLY WITH CARPET AND RUGPER,INSTITUTE(CR1)STANDARDS. PROPERTIES DEEFILM ERE TO A TEST METHOD. c. ALL WORK INVOLVING WATER OR MOISTURE SHOULD BE COMPLETED BEFORE FLOOR I. SPECIFICATION DEFINES THE REQUIREMENTS FOR SURFACE PREPARATION,, a. FLAMMABILITY:QUALIFICATIONS: TI S: ROR HIGHER, ASTM E648. 4.PROVIDE FILM MANUFACTURER'SP 10 YEAR WARRANTY AGAINST FAILURE OF FILM, A COATING SYSTEMS, MINIMUM AND MAXIMUM DRY FILM THICKNESS, SPECIAL 3. INSTALLER QUALIFICATIONS:APPROVED BY CARPET MANUFACTURER; UPON REQUEST, INSTALLATION. DELUDING CHANGE OF COLOR, PEELING, BUBBLING, RIPPLING, CRACKING, APPLICATION INSTRUCTIONS WHEN NECESSARY AND INSPECTION FOR PAINTING OF SUBMIT LETTER FROM CARPET MANUFACTURER STATING INSTALLER IS ACCEPTABLE. d. ROOM TEMPERATURE AND HUMIDITY OF INSCONDITIONSTALLATION AREA SHOULD BE REMOVAL ND, AND DEMETAOZATION; INCLUDE COST OF MATERIALS AND LABOR FOR CONSISTENTEREIALL NORMAL, YEAR-ROUND LIVING 0O70EGRETAN LEAST A WEEK IFSINSTRUDCTIONS SUBSTRATES.IONS 4. ADHESIVE:APPLICATIONTIC TYPE RECOMMENDED ICY CARPET AND UNDERLAY MANUFACTURERS REMOVAL AND RE3-M, 3M CION. BEFORE INSTALLATION. ROOM TEMPERATURE OF 60 TO 70 DEGREE F AND 2. IF INSTRUCTIONS CONTAINED IN THIS SPECIFICATION, BID DOCUMENTS OR THE TO SUIT AND EXPECTED SERVICE. 5.MANUFACTURER: 364 3M CORPORATE HEADQUARTERS, 3M CENTER ST. PAUL, MN DATE ISSUED: PAINTING SCHEDULE ARE AT VARIANCE WITH THE PAINTCODESPUBLISHED MANUFACTURER'S 55144-1000, -888-364-3577 04/07/17 HUMIDITY RANGE OF 40 TO 60%IS RECOMMENDED. 5. LEVELING AND RAMPING MATERIAL: LATEX-CEMENT MATERIAL DESIGNED FOR PROVIDING e. G.C. L STORE FLOORING AT INSTALLATION SITE FOR 72 HOURS BEFORE INSTRUCTIONS OR THE APPLICABLE STANDARDS AND PU BLI8Y THIN SOLID SURFACE FOR LEVELING AND MINOR RAMPING OF SUBSURFACE TO ADJACENT 6. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.INSTALLATION TO ALLOW FLOORING TO ADJUST TO ROOM TEMPERATURE AND SSPC OF OSHA, SURFACES SHALL BE PREPARED AND PAINT APPLIED TO MEET FLOOR FINISHES. USE MATERIAL CAPABLE OF BEING APPLIED AND FEATHERED OUT TO 7. INSTALL WITHOUT BUBBLES, RIPPLES, DRIPS, DIRT, CUTS, TEARS, OR GAPS HUMIDITY. DO NOT STORE DIRECTLY ON CONCRETE OR NEAR OUTSIDE WALLS. THE NIGHER STANDARD, AS DETERMINED BY THE DESIGN AUTHORITY. ADJACENT FLOOR WITHOUT SPALLING. BETWEEN FILM AND FRAME THIS FLOORING MAY NOT BE ACCEPTABLE FOR FULL BATHROOM INSTALLATIONS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUESTING PROMPT 6. PREPARATION:CLEAN FLOORS OF DUST, DIRT, SOLVENTS, OIL, GREASE, PAINT, PROJECT NO' CLARIFICATION WHEN INSTRUCTIONS ARE LACKING, CONFLICTS OCCUR IN THE PLASTER AND OTHER SUBSTANCES DETRIMENTAL TO PROPER PERFORMANCE OF 8.CLEAN NEWLY INSTALLED FILM AND WINDOW FRAMES BECAUSE M MOISTURE WO K IS ACCEPTANCECTED SITU SUCH LOCATIONS. 9.REMOVE CLEANING ACETIOSU, RUN-OFF CLEANING WATER, AND ADHESIVE MOUNTING 170128 SPECIFICATION AND/OR PAINT MANUFACTURER'S LITERATURE, OR THE ADHESIVE AND CARPET;ALLOW FLOORS TO THOROUGHLY DRY. F. COMMENCEMENT FE WORK FINISH OF CONDITIONS. SOLUTION FROM ADJACENT SURFACES 3. MANUFACTURERS:IVE.AS REFER TOE SCHEDULE. PROCEDURENSPECIFIEDILIS RESOLVENOT CLEARLY NFLETS, WHICH IN THE EVENT, THE 7. USE FOR RAMPINGAG AND RAMPING MATERIAL TO PATCH CRACKS, SMALL HOLES, LEVELING 10.R PROVIDE INSTALLED W FILM COULD BE DAMAGEDRICABY SUBSEQUENT CONSTRUCTION WORK, CONTRACTOR FAILS TO THE CONFLICTS, WHICH MAY EXIST, NE SHALL AND FOR TO PROVIDE FINISHED CARPET WITHIN I/2"OF ADJACENT FLOORING 4. AVERSIVE: RECOMMENDED WATERPROOF BYR OF TYPETU ITA TOLE ENSURE ORINGUM DURABILITYRATE, TAPE WARNING STRIPS OR BARRICADES TO PREVENT CONTACT DRAWING NO: OVER TIME;NONTOXIC, WBLERPROOF TYPE SUITABLE FOR FLOORING, SUBSTRATE, AND BE RESPONSIBLE FOR HANDLING THE DISCREPANCIES IN A MANNER AS MATERIALS. ACCEPTABLE TO APPLICABLE AUTHORITIES. PRESCRIBED BY THE DESIGN AUTHORITY AT NO ADDITIONAL COST TO THE 8. CARPET INSTALLATION: INSTALL CARPET IN ACCORDANCE WITH CARPET MANUFACTURER A /� 5. MOISTURE VAPOR PROTECTION: BOSTIK MVP4 MOISTURE BARRIER OR AS RECOMMENDED OWNER. RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. ` _. BY MANUFACTURER; ONE-PART, TROWEL APPLIED, ELASTOMERIC, MOISTURE CURE 4. ALL PERTINENT SAFETY REGULATIONS, BOTH THE OWNER'S AND a. PRIME SUBSTRATE IF REQUIRED AND AS RECOMMENDED BY MANUFACTURER; J L URETHANE MEMBRANE.APPLY WITH 3/16"X 5/32"V-NOTCH TROWEL 15 RECOMMENDED. OSHA'S SHALL BE ADHERED TO RIGIDLY. IN ADDITION, ALL SAFETY SPREAD ADHESIVE IN QUANTITY RECOMMENDED BY MANUFACTURER TO ENSURE 0 MOUNTING HEIGHTLISE OWNER: SYMBOL DESCRIPTION UNLESSSNOTED OTHERWISE OTHERWISE I. DESIGN DRAWINGS ARE SCHEMATIC.THE CONTRACTOR SHALL VISIT THE 51.E PRIOR TO I. ELECTRICAL SERVICE EQUIPMENT: BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS.THE MODIFY EXISTING EQUIPMENT AS REQUIRED PER GENERAL NOTES,SPECIFICATIONS, AND AS 14.FERC ALARM MANUAL PULL STATION. UNTUCKit\ SINGLE RECEPTACLE,3 WIRE GROUND TYPE 1B" CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD SHOWN ON FLOOR PLANS,AND RISER DIAGRAM.MAINTAIN CODE REQUIRED CLEARANCES FOR = - .-" •- = v v v - - - ',,, g DUPLEX RECEPTACLE,3 WIRE GROUND TYPE Is" MODIFICATIONS DUE TO EXISTING CONDITIONS. ALL EQUIPMENT PER NEC 110.26. LOCATION AND REQUIREMENT'. SHIRTS DESIGNED TO REK DUPLEX RECEPTACLE,3 WIRE GROUND TYPE-BLACK IX' 2. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR TENANT PRIOR TO BIDDING 2. MECHANICAL EQUIPMENT CONNECTIONS: I5.FIRE ALARM HORN/STROBE: BE WORN UNTUCKED. FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN THIS BID ALL PROVIDE FEEDERS AND DISCONNECTS PER MECHANICAL EQUIPMENT FEEDER/CONNECTION PROVIDE FIRE ALARM HORN/STROBE, AND CONNECT TO LANDLORD SYSTEM.FIELD VERIFY DUPLEX RECEPTACLE,CEILING MOUNTED ___ 379 WEST BROADWAY COSTS TO MEET THE DESIGN INTENT.CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER SCHEDULE.REFER TO DETAIL'L'ON SHEET E4.0. EXACT LOCATION AND REQUIREMENTS.THE DEVICE SHALL BE WHITE WITH RED LETTERS. NEW ESTBORK.O DWAT ROUP DUPLEX RECEPTACLE,WEATHERPROOF IS" OR TENANT AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT THE RGFI RECEPTACLE10012 CONTRACTORS COST. 3. I IVAC RECEPTACLE. 16.FIRE ALARM STROBE- GROUND FAULT PROTECTED DUPLEX IN" IV20VIDE Gr1 DUPLEX RECEPTACLE ADJACENT TO UNIT Ir NOT TURN'CMCD WITH EQUIPMENT. PROVIDE FIRE ALARM STROBE AND CONNECT TO LANDLORD SYSTEM.FIELD VERIFY EXACT REG 3. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND CIRCUIT AS INDICATED, YURNIS +4 HEATHER PROOF ENCLOSURES AND COVETS AS REQUIRED. LOCATION AND REQUIREMENTS.THE DEVICE SHALL BE WHITE WITH RED LETTERS. ARCHITECT/ENGINEER: ISOLATED GROUND DUPLEX RECEPTACLE 1B" ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN RIG ISOLATED GROUND DOUBLE DUPLEX(QUADRUPLEX)RECEPTACLE IS" STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT 4. HVAC THERMOSTAT/SENSOR: 17.TIRE ALARM CEILING MOUNTED SMOKE DETECTOR. o E lT WITHSTANDING.THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR TENANT OF ANY THERMOSTAT/SENSOR TO BE INSTALLED AT THIS LOCATION, COORDINATE EXACT LOCATION rGOYIDC TRE ALARM CEILING nDLNTED SMOKE DETECTOR(CENTERED IN T LC OR 24" Ile IRE DOUBLE DUPLEX(QUADRUPLE%)RECEPTACLE IS" APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. WITH TENANT REPRESENTATIVE.PROVIDE 4'SQUARE BACKBOX AND 1/2'CONDUIT BACK TO SEGMENT Or"SECOND LOOK"TILE Ir Af PLICADLC)AND CONNECT TO PANEL r'ELD VERITY ELECTRIC PANEL 6'-0"TO TOP HVAC UNIT, LL CONTRACTOR TO PROVIDE WIRING AND MAKE CONNECTION TO HVAC UNIT. EXACT LOCAT ON AND REQUIREMENT=. 8 �� 4. REFER TO MECHANICAL PLAN FOR LOCATION OF MECHANICAL EQUIPMENT.FIELD VERIFY COORDINATE EXACT REQUIREMENTS WITH LANDLORD CONTRACTOR. Ua. lEVi EMERGENCY INVERTER AS REWIRED EXACT LOCATIONS.PROVIDE ALL CONVENIENCE RECEPTACLES, SAFETY SWITCHES,WIRING,OR IB. "a' -E ® AS REQUIRED OTHER EQUIPMENT TO ENSURE A COMPLETE AND OPERABLE HVAC SYSTEM. 5. SHOW WINDOW RECEPTACLE-CEILING- ---'• - - -" --- - -- -- - - - - '-'- -' TRANSFORMERDUPLEX RECEPTACLES WITH'SF'DESIGNATION SHALL BE MOUNTED FLUSH IN CEILING AT PANEL.r'CLD VER'TY EXACT LOCATION AND REQUIREMENT'. O _i II--III� SAFETY SWITCH(NON-FUSED) AS REQUIRED 5. CONDUIT FOR DATA/TELEPHONE OUTLETS AND LOW VOLTAGE CABLING SHALL HAVE A STOREFRONT PARALLEL TO STOREFRONT GLASS.REFER TO ARCHITECTURAL SHEETS FOR - Ll PULL/JUNCTION BOX INSTALLED AFTER EACH SET OF THREE 9O DEGREE BENDS. LOCATIONS.COORDINATE LOCATIONS WITH LOCAL ARCHITECTURAL ELEMENTS AND SHOW 13.EXTEND EXISTING CIRCUIT FROM EXISTING RECEPTACLE TO NEW RECEPTACLE AS SHOWN. a SAFETY SWITCH(FUSED) AS REQUIRED WINDOW LIGHTING.RECEPTACLES MARKED(E)ARE EXISTING TO REMAIN.REROUTE EXISTING A 6. LABEL ALL COVERPLATES ON INSIDE FACE OF PLATE WITH CIRCUIT NUMBER AND PANEL CIRCUIT THROUGH CONTACTOR CONTROLLED BY TIME CLOCK.REFER TO LIGHTING CONTROL 20.PROVIDE CONDUIT WITH PULLSTRING FROM SECURITY CAMERA TO TELEPHONE BOARD. SINGLE POLE SWITCH WITH OR WITHOUT PILOT LIGHT AS REQUIRED DESIGNATION.E.E.'A-I'.CIRCUIT SHALL BE WRITTEN WITH PERMANENT MARKER IN A DETAIL'L'ON SHEET 02.0. COORDINATE EXACT REQUIREMENTS WITH TENANT'S VENDOR.WIRE, TERMINATION, AND $p DIMMING SWITCH(0-IOV)WITH INDICATOR LIGHT(LEVITON IP710-DLZ-WA) AS REQUIRED CONTRASTING COLOR. TESTING BY TENANT'S VENDOR. 6. CASHWRAP DEDICATED RECEPTACLE: $' MANUAL MOTOR STARTING SWITCH(I,2,OR 3 POLE) AS REQUIRED 7. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED TELEPHONE, DATA, LOW VOLTAGE 20 AMP, 120V, DEDICATED CIRCUIT,QUADRUPLE%RECEPTACLE FOR CASH REGISTER.LOCATE ® MOTOR- PHASE A5 REWIRED CABLING AND MAKE NECESSARY CONNECTIONS. A5 DIRECTED BY TENANT/ARCHITECT.CIRCUIT A5 INDICATED.ROUTE CONDUIT THROUGH CASHWRAP AND UP ADJACENT WALL BACK TO PANELBOARD. O TIME CLOCK AS REWIRED S. CONDUIT FOR SPEAKER, TELEPHONE AND DATA CABLING FROM CASHWRAP SHALL STUB OUT BELOW THE CEILING ABOVE BACKBOARD WITH A BUSHING TO PROTECT THE CABLE FROM THE 7. CASHWRAP TELEPHONE/DATA OUTLET, O • TELEPHONE OUTLET IB" EDGES OF THE CONDUIT. TELEPHONE/DATA OUTLET FOR CASH REGISTER, USE 4"SQUARE BOX.PROVIDE CABLING. ✓ COMBINATION TELEPHONE/DATA OUTLETB P ALL HORIZONTAL CABLING FOR VOICE AND DATA SHALL BE CATEGORY WE RATED COORDINATE EXACT REQUIREMENTS/LOCATIONS WITH TENANT/ARCHITECT.ROUTE CONDUIT 1.011 C THROUGH CASHWRAP AND UP ADJACENT WALL BACK TO TELEPHONE BOARD- 3 s DATA OUTLET 18" ;n 10.PROVIDE ALL BACKBOXES AND CONDUIT FOR THE COMMUNICATIONS OUTLETS. S. TELEPHONE BOARD: CC 6 LOW VOLTAGE PUSH BUTTON 45 PROVIDE 2'x4',,3/4"PLYWOOD TELEPHONE BOARD PAINTED WITH(2)COATS OF FIRE CZ< II. ALL CABLES AND DEVICES TO BE INSTALLED ABOVE FINISHED CEILING SHALL BE PLENUM COMBINATION BUZZER/BELL AS REQUIRED RETARDANT PAINT, MOUNTED VERTICALLY.PROVIDE(I)QUADRUPLEX RECEPTACLE WITH C 'a RATED OR IN CONDUIT. DEDICATED CIRCUIT MOUNTED ON TELEPHONE BOARD AND EXTEND EXISTING TELEPHONE N LOU VOLTAGE TRANSFORMER AS REQUIRED SERVICE WIRE/CONDUIT TO THIS LOCATION. 5 0 S 12.REFER TO SPECIFICATIONS SECTIONS 26 27 26 WIRING DEVICES, FOR EXACT MODEL NUMBER C'0"`o O5 SPEAKER --- OF DEVICES TO BE USED. V) W Q w 9. SHOPPER TRACK ® INTRUSION DETECTION SYSTEM KEYPAD AND ANNUNCIATOR AS REQUIRED 13.FIELD VERIFY ALL CONDITIONS. EXACT LOCATION OF CEILING MOUNTED SHOPPER TRACK SENSOR SHALL BE DETERMINED BT A WIRELESS ACCESS POINT(WAR) --- VENDOR.PROVIDE 3/4"CONDUIT,BUSHINGS ON ENDS AND CAT 6E CABLE(WITH 5'COILED AT 1')2.0 14FIRE ALARM PLANS MUST BE ENGINEERED AND WET SIGNED AND SEALED BY A LANDLORD EACH END)FROM TELEPHONE BOARD TO WITHIN 2 FEET OF ENTRY DOORS.USE SEPARATE 15 E 15 FIRE ALARM DUCT MOUNTED SMOKE DETECTOR --- APPROVED, LICENSED, REGISTERED FIRE ALARM CONTRACTOR IN THE LOCAL JURISDICTION. . CONDUIT FOR EACH SENSOR, IF THERE ARE MORE THAN ONE SET OF ENTRY DOORS.MARK N a Q REMOTE ALARM/TEST SWITCH FOR DUCT DETECTOR AS REQUIRED GENERAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE REQUIREMENTS WITH CONDUIT AT TELEPHONE BOARD'SHOPPER TRACK'.GENERAL CONTRACTOR SHALL MARK (01B 3 3 SDO CAMERA(SECURITY DOME) CEILING MOUNTED LANDLORD PRIOR TO BID AND INCLUDE THE COST OF THIS WORK IN THIS BID. LOCATIONS OF CONDUIT END POINTS ON AS-BUILTS. O SHOPPER TRACK CEILING MOUNTED IS.OWNER TO TERMINATE ALL NETWORK CABLING TO DEVICES. 10.WIRELESS ACCESS POINT(WAP)-OWNER PROVIDED: 5) PROVIDE 3/4"CONDUIT FROM EACH'WAP'TO THE TELEPHONE BOARD.PROVIDE CABLING, o THERMOSTAT 45. INSTALL DEVICE AND MAKE FINAL CONNECTIONS.MARK CONDUIT AT TELEPHONE BOARD 'WI-FI' Q SENSOR 4B' ZONE DAMPER(MOTORIZED) --- II. SOUND SYSTEM. 9 MOUNT DUPLEX RECEPTACLE MND 4"X'"JUNCT'ON a^X AT TCLCPI'ONE BOARD rOP TENANT 9 WALL MOUNTED OCCUPANCY SENSOR(HUBBELL DUAL TECHNOLOGY 0401277141) 44" -- v = __ = v _- _ -- - - - =- = A us MEEmoTA'A.Eocesw g" SYSTEM SPEAKERS IN SALES AREA TO JUNCTION COX AT TELL^'ONE 301RD SPEAKER ® WALL MOUNTED VACANCY SENSOR(HUBBELL CRM5140W) 44' CONNECTION TO SOUND SYSTEM.COORDINATE EXACT REQUITEMENT,:WITH TENANT ® CEILING MOUNTED OCCUPANCY SENSOR --- RCPRCSENTATIVC VENO^R. (HUBBELL DUAL TECHNOLOGY RATD2000C AND CU300A CONTROL UNIT) 12.DUCT SMOKE DETECTOR/REMOTE TEST STATION. ® CEILING MOUNTED WIRELESS OCCUPANCY SENSOR --- E'CT MOUNTED SMOKE DETECTOR IS YIELD`NSTALLED.GENERAL CONTRACTOR C''ALL W (LUTRON SLRF2-OCR2B-P-W14) INTERLOCK SMOKE DETECTOR HITI'I'V1C UNIT, TEMOTE TEST AL'RA-'T'TION 'A'E"2E STORE NO: ® DAYLIGHT DIMMING SENSOR(SENSOR SWITCH CMR-PC-ADC) --- ALARM SYSTEM.MAKE ALL FINAL CONNECTIONS AS E000IRED roc A COMPLETE SYSTEM. MOUNTING LOCATION ANDS SITIVITY SETTINGS TO BE FIELD DETERMINED HVAC UNIT TO.".HUT DOWN UPON ACTIVAT'ON Or SMOKE DETECTOR.COORDINATE WITH — ®W WIRELESS DAYLIGHT DIMMING SENSOR(LUTRON BLRF2-DCRB-WH) --- LANDLORD TO AVOID CONFL CTS N YIELD. MOUNTING LOCATION AND SENSITIVITY SETTINGS TO BE FIELD DETERMINED ( ) 13.FIRE ALARM SYSTEM CONTROL PANEL. PROJECT LOCATION: ® MOUNTING LOCATION SAND ENSITIVITY SETTINGS TO BE FIELD DETERMINEDWASHINGTON SQUARE ALARM-SYSTEM,YIELD VERIFY EXACT NOTES,ON AND'0'ON REQUIREMENTS PRIOR TO DID.RCCCP 9585 SW WASHINGTON (E) EXISTING --- TO TIDE ALARM PISER DIAGRAM AND DETAIL'R'ON SPECT LAO FOR ADDITIONAL INFORMATION. SQUARE RD (R) RELOCATED --- SPACE#F01 (C) CEILING MOUNTED --- PORTLAND,OR 97223 ELECTRICAL SYMBOLS R POWER PLAN GENERAL NOTES L POWER PLAN CODED NOTES ( A ) C DESIGN TYPE' CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED SEISMIC AND STRUCTURAL SUPPORTS FOR ALL REVISIONS: ELECTRICAL EQUIPMENT, DEVICES,CONDUIT, LIGHTING, ETC.PROVIDE LATERAL SUPPORT A5 REQUIRED PER T T T O O OREGON STRUCTURAL SPECIALTY CODE 2014 SEISMIC FUST DATE DESIGN CATEGORY D.FIELD VERIFY AND COORDINATE ALL REQUIREMENTS WITH AUTHORITY HAVING JURISDICTION A/A LANDLORD COMMENTS <1.28,2<1.28,2017AI? 1 1 1 // ,5F (E),SF �\ ® \\ (N.I.G) \\ © mr \\ L-3 TYP () \\ INDICATES NO REVISION TO TIAs SHEET DRAWN BY: JWH n CHECKED BY: RAP I 11 J \\ \\\ 4 ) \\ CE) L- IQ FPVA/-I (19 O ir 0 / L_37/39/41 L-2 ) @ ® ® ❑� ❑ 111 J } I ( 2-) . 11 pPVAV-I 10 ) MEM (15) (20) Di DIS �N (IS I ( 15) (16) ( P )� DRAWING TITLE: 3, \ ELECTRICAL (IN) "> POWER PLAN Q ''n--I .' ' - ""'/t— &SYMBOLS '^ PANEL LIGHTING I RESTROOM I '' L-I6/I5 'ACC.F.R.I IF.R.E31 E=1 II -I >! — �) L-30 ] L-I2 — DATE ISSUED: x7I -\\ x�F1'1 -T;(/JVIA-)I 0 0 0 !' '�3 SF ' 11 I 04/07/17 PROJECT NO: ' NORTH 170128 ® VERIFY ALL CONDITIONS 0 (N.I.C) DRAWING NO: IN FIELD PRIOR TO BIDS. E1 .0 POWER PLAN 1/4"=1-0" A a I. LIGHTING CIRCUIT-ZONE'a' INPUT OWNER: I. DESIGN DRAWINGS ARE SCHEMATIC.THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONNECT CIRCUIT THROUGH 2 POLE SWITCH AS SHOWN IN LIGHTING CONTROL DETAIL'L'ON THIS MARK SYMBOL DESCRIPTION WATT5 BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS.THE CONTRACTOR SHEET.SWITCH SHALL BE EQUIPPED WITH PLOT LIGHT, INDICATING THE CONDITION OF THE MERCURY.P1105-2-32-OGT-A-ECB-UNI-EMPK/1320 SHALL INCLUDE ALL.LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO CEILING FINISH WITH PRISMATIC UNTUCKit\' EXISTING CONDITIONS. ]-DAY,24-HOUR, LIGHTS BEING CONTROLLED.REFER TO CODED NOTE 4 FOR SWITCH LOCATION. 365 DAT E,I WHITE WITH LAMPS.F LOW PROFILE WRAPAROUND, CEILI G MOUNTED 2-LAMP 4 F32 LTO 62 II _. IC ACRYLIC DIFFUSER.(2)PHILIPS 2. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR TENANT PRIOR TO BIDDING PROGRAMMABLE, 2 2. LIGHTING CIRCUIT-ZONE'b' : EM ---- "* WATTS BEI WON UNTUCK D. FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN THE BID ALL CHANNEL DIGITAL CONNECT CIRCUIT THROUGH SINGLE POLE SWITCH AS SHOWN IN LIGHTING CONTROL DETAIL'L'ON FIXTURES MARKED EM HAVE 90 BE WORN UNTUCKED. EXISTING GE LIGHTING CONTACTOR THIS SHEET.SWITCH SHALL BE EQUIPPED WITH PILOT LIGHT, INDICATING THE CONDITION OF THE MINUTE BATTERY BACKUP BALLAST(1350 LUMENS). COSTS TO MEET THE DESIGN INTENT.CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR TIMECLOCK IN ENCLOSURE. LOCATED ADJACENT TO 379 WEST BROADWAY NEMA 1 ENCLOSURE. LIGHTS BEING CONTROLLED.REFER TO CODED NOTE 4 FOR SWITCH LOCATION_ 4 MERCURY a MM-2-32-OCT-C-ELB-UNI TENANT AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT THE CONTRACTORS PANEL "L". PROVIDE NEW AUXILIARY CL-2 . CEILING MOUNTED 2-LAMP 4'FLUORESCENT STRIP,WHITE NEW YORK,NY.10012 COST. CONTACTS AS REQUIRED 3. LIGHTING CIRCUIT-ZONE'c Iq FINISH, (2)PHILIPS F32T0/TLS30/ALTO LAMPS.FIXTURES 62 CONNECT CIRCUIT THROUGH SINGLE POLE SWITCH AS SHOWN IN LIGHTING CONTROL DETAIL'L'ON CL-2 1 MARKED EM HAVE 90 MINUTE BATTERY BACKUP BALLAST WATTS 3. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND L-32 EM ARCHITECT/ENGINEER: ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN THIS SHEET.SWITCH SHALL BE EQUIPPED WITH PILOT LIGHT, INDICATING THE CONDITION OF THE (EMPK/1320), 1350 LUMENS. STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT LIGHTS BEING CONTROLLED.REFER TO CODED NOTE 4 FOR SWITCH LOCATION. WITHSTANDING.THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR TENANT OF ANY r -, 4. MASTER LIGHTING SWITCHOANK. R-I LF ILLUMINATION aMF31CR-T-22L-0030-W-D2-I-W W. 22 0 0 APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT m I ® SINGLE-LAMP RECESSED INTEGRAL LED -DX-I-0030 WATTS °° TEl PROVIDE GANGED SWITCH LOCATION FOR LOCAL LIGHTING SWITCHES.PROVIDE UNDER COMMON CI I _ I FACEPLATE OR MULTIPLE FACEPLATES OF EQUAL WIDTHS.SEE'LIGHTING CONTROL DETAIL'ON . / 4. LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. GNI C P-- SPARE LF ILLUMINATION aMF12CN-T-I]L-0030-M-GG-D2-I-WW. V `* L-S+Q p-�--SHOW WINDOW LIGHTING THIS SHEET, DETAIL'L'.ALL SWITCHES TO BE PILOT LIGHT TYPE, LIGHT ON WARN SWITCH IS ON. TWO-LAMP RECESSED DOWNLIGHT WITH INTEGRAL LED HEADS. 34 m 5. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND QUANTITY OF L-3t{ -SHOW WINDOW RECEPTACLES R�2 ® FIXTURES DESIGNATED(EM)HAVE 90 MINUTE EMERGENCY WATTS << LIGHTING FIXTURES L-19 5. STORE FRONT SIGN.ENTRY SIGN BATTERY BACKUP 0 o PROVIDE JUNCTION BOX AND TOGGLE TYPE DISCONNECT SWITCH, WITH MINIMUM 12"WHIP FOR A 6. EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AND CIRCUITED PER THE LATEST TCI G2 _ CONNECTION TO THE STORE FRONT SIGN.LOCATE ABOVE CEILING IN ACCESSIBLE LOCATION AND JUNO TRAC-MASTER SINGLE CIRCUIT TRACK.FINISH TO MATCH NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES.ALL EMERGENCY AND EXIT FIXTURES CH2 -�� r -1 EXTEND EXISTING SIGN CIRCUIT TO THIS LOCATION.COORDINATE EXACT REQUIREMENTS WITH SIGN TRACK TRACK HEADS.PROVIDE ALL COMPONENTS FOR COMPLETE --- SHALL BE DUAL VOLTAGE(120/277 VOLT INPUT)WITH BATTERY BACKUP. VENDOR. SYSTEM. _ 7. CONTRACTOR IS RESPONSIBLE FOR ALL REFLECTED CEILING PLAN NOTES ON ARCHITECTURAL L 7� I, II _FITTING ROOM LIGHTING 6. SHOW WINDOW LIGHTING AND SIGN: 5� JUNO TRAC-MASTER TRACK HEAD WITH WHITE FINISH, 12 DRAWINGS. C3 L-I-�-a b I '-a SALES GENERAL LIGHTING SCHEDULETNGROWUTE ITH LANDLORD IT THROUGH AND TENANTTACTORREPRESENTATIVE.NTROLLED BY ECLOCK.COORDINATE TIMECLOCK T'IR v MODEL ttLED12P30530KFLMODEL#T6911,114 AND P 2W,3000K PAR305N LED LAMP, WgTTS t A IS FIELD VERIFY ALL CONDITIONS O L-13�-� 1,-1--69, PENDANT LIGHTING 7. 'GALES ARCA CMCRGCNCY/{XRT CIRCUIT. v , L-IS DISPLAY LIGHTING . MCM CLASSICS 24°DIA M000I INSPIRED RANDOM CEILING 60 N L_l� ALL OALCC ARCA EMERGENCY LIGHTC AND EXIT CLONE E TALL BC CONNECTED TO UNCYIITCHCD '-1 N1l PENDANT WITH BLACK FINISH.(I)60 WATT LAMP. WATTS I I CIRCUIT'L I',FIXTURCO ARC TO PCE CAC CONTINUOUC CGRC:!AND CMCPGCHCY ILLON DC'ON SPRING WOUND L_ PCR NEC 700.16 AND 700.17 AND LI-L DAFCTY CODCC.PROV'DC CCREW TYPE, LOCK ON DCV'CC AT O TWO OVERRIDE SWITCH r -� BREAKER, P-2 PENDANTMCM SSICS 16^DIA WITH BLACCK FINSHI I('PI IN60 SPIREDRANDOMLING y.I4TT5 I 8. NON-SALES AREA EMERGENCY/NIGHT LIGHTS/EXIT CIRCUIT: LLI C a CEILING MOUNTED 0 33 I I ALL NON SALES AREA EMERGENCY LIGHTS, NIGHT LIGHTS,AND EXIT LIGHTS SHALL BECC LIGHTING PLAN GENERAL NOTES S TOCE2ON FORS LOCATIONS. L r� • • SPARE NIGHT LIGHTS CONNECTED NUOUS EGRESS UNSWITCHED EMERGENCY O LUMINATL TONGPEING CIRCUIT. NEC 70FIXTURES 016 AND 70°1 OANDO`IDE SAFETY P-3 aN HI-LITE5114 9%GB4 qT WGRG 9CO3/LED2/30/BCM-M CORD MOUNTED WgTTS Z CONNECT IN PARALLEL 50 LL--J EMERGENCY AND EXIT SIGNS CODES.PROVIDE SCREW TYPE, LOCK ON DEVICE AT BREAKER. LED PENDANT WITH BLACK FINISH AND(I)13 WATT LED LAMP. I .R Q THAT ACTIVATION OF ANY (SEE PLAN FOR QUANTITY) F. EXHAUST FAN: HI-LITE OBERON COLLECTION: _ RUN UNSWITCHED CIRCUIT'L-I'TO EMERGENCY/NIGHT LIGHT BALLAST AND SWITCHED THROUGH SENSOR TURNS ON LIGHTING N 120V, LPH.REFER TO SHEET MIO FOR MORE INFORMATION. P-4 -0-C:)-(:)- H-24212-91/3530-91/10"-HDSMC-91/CGU-FR-91. WATTS00f^ C gi gi`O CEILING MOUNTED OCCUPANCY SENSORS TO DE-ENERGIZE LIGHTING FIXTURES DURING UNOCCUPIED EMERGENCY/EXIT CONNECTION TO BY-PASS llv , TIME,BUT STILL PROVIDE EMERGENCY/EXIT LIGHTING FIXTURE BALLASTS AS REQUIRED DURING A (3)60 WATT INCANDESCENT LAMPS. LU S TIMECLOCK AND SWITCHING(EMERG.BALLAST) 10. SALES AREA EMERGENCY/NIGHT LIGHT/EXIT CIRCUIT: LOSS OF CIRCUIT'L-1'AT ANY TIME.RUN SWITCHED LEG OF CIRCUIT INDICATED ON PLAN TO Y CONTRACTOR TO VERIFY ALL SALES AREA EMERGENCY LIGHTS AND NIGHT LIGHTS SHALL BE NI-LITE MANUFACTURING CO., INC. D NORMAL BALLAST TO ALLOW FIXTURE TO BE SWITCHED WITH REST OF CIRCUIT.EMERGENCY/EXIT CONNECTED TO CIRCUIT'L-I'.EMERGENCY AND EXIT LIGHT FIXTURE BALLASTS SHALL BE W-I DH-15114-91/B-1-91-WGR-91/13/LED2/30/BCM-M.LED SCONCE WITH WA13 TTS L E FIXTURES ARE TO PROVIDE CONTINUOUS EGRESS AND EMERGENCY ILLUMINATION PER NEC 700.16 CONNECTED TO'UNSWITCHED'CIRCUIT'L-I'.NIGHT LIGHT NORMAL BALLAST OF THESE FIXTURES GOOSENECK MOUNT, BLACK FINISH, AND 13 WATT LED LAMP y(!n AND 700.17 AND LIFE SAFETY CODES.PROVIDE SCREW TYPE, LOCK-ON DEVICE AT BREAKER. () MASTER LIGHTING SWITCH BANK SHALL BE CONNECTED TO CIRCUIT'L-I'SWITCHED THROUGH CEILING MOUNTED OCCUPANCY �� E n ' 'd' SENSORS TO DE-ENERGIZE LIGHTING FIXTURES DURING UNOCCUPIED TIME, BUT STILL PROVIDE ITE EELX-UNVRC-I-RC-NWT-EM, <5W m Lp7. EMERGENCY/EXIT LIGHTING FIXTURE BALLASTS AS REQUIRED DURING A L055 OF CIRCUIT'L-I'AT EX-2 ® RECESSED LED EDGE-LIT EXIT SIGN WITH 90 MINUTE BATTERY PER t `^° L-9 L-11 L-I3 L-I5 ANY TIME.EMERGENCY/EXIT FIXTURES ARE TO PROVIDE CONTINUOUS EGRESS AND EMERGENCY C BACK UP AND TEST SWITCH.CEILING MOUNT, LED LAMPS SIDE V)n U ILLUMINATION PER NEC 700.16 AND 700.17 AND LIFE SAFETY CODES.PROVIDE SCREW TYPE, LOCK INCLUDED WITH FIXTURE.UL924 LISTED. DEVICE AT BREAKER. ® ® ® ® II. NEONN SIGN TO BE CONNECTED TO CEILING MOUNTED SHOW WINDOW RECEPTACLE, REFER TO (E) ® PER EXISTING OR RELOCATED EXIT SIGN WITH 90 MINUTERESPOHEIBUTY 00.LLABILlif FOR THE USE Or • BATTERY BACK UP SW .17 711E frk[rilTECT/ENGINEER ASSrUNES1,0 • 50%SALES SALES PENDANT DISPLAY POWER PLAN ON SHEET EI O FOR CIRCUITING INFORMATION. SIDE ' AREA 4 LIGHTING LIGHTING LIGHTING FITTING 12. RUN UNSWITCHED LEG OF CIRCUIT TO EMERGENCY BALLAST AND SWITCHED LEG OF CIRCUIT ROOM LTG INDICATED ON PLAN TO NORMAL BALLAST TO ALLOW FIXTURE TO BE SWITCHED WITH REST OF LIGHTING SCHEDULE NOTES: nous uErrnamEs.n,Eo oesuwcwrEw DPST IN/ SPOT IN/ SPST W/ SPOT W/ CIRCUIT. I. ELECTRICAL CONTRACTOR SHALL VERIFY QUANTITIES OF FIXTURES AND LAMPS ON LIGHTING AND PILOT LIGHT PILOT LIGHT PILOT LIGHT PILOT LIGHT 13. LIGHTING CIRCUIT-ZONE'd' . POWER PLAN. CONNECT CIRCUIT THROUGH SINGLE POLE SWITCH AS SHOWN IN LIGHTING CONTROL DETAIL'L'ON 2. ALL FIXTURES SHALL BE FURNISHED BY TENANT, INSTALLED AND WIRED BY ELECTRICAL LIGHTING CONTROLS LEGEND THIS SHEET.SWITCH SHALL BE EQUIPPED WITH PILOT LIGHT, INDICATING THE CONDITION OF THE CONTRACTOR. LIGHTS BEING CONTROLLED.REFER TO CODED NOTE 4 FOR SWITCH LOCATION. 3. LIGHTING SUPPLIER IS RESPONSIBLE FOR FINAL LIGHTING QUANTITIES. CI STOREFRONT SIGN 4. WALL MOUNTED EXIT LIGHTS TO BE MOUNTED AT 12'ABOVE DOOR HEADER UNLESS OTHERWISE STORE NO: NOTES: CI SHOW WINDOW LIGHTING NOTED IN PLANS OR ELEVATIONS. - • ALL CONTACTORS ARE NORMALLY CI SHOW WINDOW RECEPTACLES 5. LIGHTS WITH-EM/NL INDICATE LIGHTS TO BE WIRED AS EMERGENCY/NIGHT LIGHT. OPEN, ELECTRICALLY HELD CLOSED, CI ENTRY SIGN 1,INDICATES THAT MANUFACTURERS LABEL MUST BE AFFIXED STATING THAT THE SHOWN LAMP PROJECT LOCATION: WITH THE NUMBER OF POLES A5 C2/a FITTING ROOM LIGHTING WATTAGE 15 THE MAXIMUM LAMP WATTAGE THAT CAN BE USED FOR THIS FIXTURE, BASED ON SHOWN. C2/a SALES GENERAL LIGHTING LIGHTING ENERGY CODE ISSUES. WASHINGTON SQUARE • SUPPLY POWER TO CONTACTORS C2/b SALES GENERAL LIGHTING 9585 SW WASHINGTON THRU LA-34 IN ALL CASES. C2/c PENDANT LIGHTING • LOCATE CONTACTORS AND TIME C2/d DISPLAY LIGHTING SQUARE RD CLOCK ADJACENT TO PANEL'LA'. SPACE#F01 PORTLAND,OR 97223 LIGHTING CONTROL DETAIL L LIGHTING PLAN CODED NOTES ( a ) G LIGHTING FIXTURE SCHEDULES C DESIGN TYPE: (a)a INDICATES AMP RATING OF REVISIONS: TRACK MOUNTED CURRENT LIMITER DATE Q Q Q O O AuNDLORDCOMMENTS 04252017 1 1 r / .-----, 3' it eT AT ' \l/,,,,,, 1 I I I!t IADJAC5N1 1 SNANII • •INMATES no Rendon TO rnls SHEET (N,I.G) z 1 - F w10 DRAWN BY: JWH (� '-t CHECKED BY: RAP 3 1c L-11 P-3 0 O O I 4' 4' ®l' • T-I T-I T-i T-I ❑ -L-2 •CL-2 ❑ - al' • 5'• • ITh 5 fl R 1 LJ L� J L-5 r - P-3 P-3 P-3 L-17 I • • • ® K N n (10) dr ti E s s s °� s s� s s 0 Et -I� V, 0 ( rc -2 K i NI U • ®nIC) • E W vUw i ® •P- ® (10 """ �W ? • n d•• �� DRAWING TITLE: 1.1 ® :t- IACC. mow® IQ • n=® WELECTRICAL P-3 P-3 S_ K W( 10) L-19L-23� LIGHTING PLAN � 1 ^")-1 I ^^� • • • S &FIXTURE CONTRACTORSHALL FURNISH AND INSTALL ALL SCHEDULE .. REQUIREDSEISMANDSTRUCTURALSUPPORTSFORT E S T R-I 0ALLELECTRICALEQUIPMENT, DEVICES, CONDUIST,CL-IPMUEX -\ R-I R-I R-I 4 • • RCODE LI 2014 PSEISMC DESIGNR CATEGORY D.RFI ELD R '!/Jy\'--1. ® T-1 T-1 T-I T-1 T-1 T-1 T-I T-I °DATE ISSUED: Al I �u 9 I ) VERIFY AND COORDINATE ALL REQUIREMENTS WITH 04/07/17 Q I ES F- t o L_7 0 O O ' J L - AUTHORITY HAVING JURISDICTION. 1 , PROJECT NO: REFERENCE NOTE NORTH 170128 _ (ADJACENT TENANT( ELECTRICAL CONTRACTOR SHALL REFERENCE ' (N.I.C) CEILING PLAN AND ELEVATION SHEETS FOR ACTUAL aD DRAWING NO: VERIFY ALL CONDITIONS LIGHTING LAYOUT DIMENSIONS AND MOUNTING IN FIELD PRIOR TO BIDS. HEIGHTS. DO NOT SCALE OFF OF THIS SHEET. .O o 0 LIGHTING PLAN 1,,,,..1.-0" A MOUNTING HEIGHT TO CENTERLINE SYMBOL DESCRIPTION UNLESS NOTED OTHERWISE OWNER: O FIRE ALARM MANUAL FULL STATION 46" UNTUCKit® 8y FIRE ALARM AUDIONISUAL SIGNAL DEVICE 80" SHIRTS DESIGNED TO Q FIRE ALARM VISUAL SIGNAL DEVICE e0" BE WORN UNTUCKED. 2 FIRE ALARM AUDIO SIGNAL DEVICE 30° MECHANICAL FEEDER/CONNECTION SCHEDULE 379 WEST BROADWAY 9 FIRE ALARM SPEAKER/VISUAL SIGNAL DEVICE W. NEW YORK,NY.10012 FEEDERS Ei FIRE ALARM SPEAKER SIGNAL DEVICE 80" . TYPE OF BRANCH , ITEM VOLTAGE HP KW .0 A. REMARKS El MAGNETIC DOOR HOLDER VIA FIRE ALARM SYSTEM 40" WIRE COND CONN BREAKER MARCHITECT/ENGINEER: FIRE ALARM CONTROL PANEL AS REQUIRED - r-I FIRE ALARM REMOTE ANNUNCIATOR PANEL AS REQUIRED FPVAV-I 3PLA4W 0.5 10.0 40.45 4 810 G N 3/4" SWIT`�GH 45A-3P NOTE 61 rm FIRE ALARM BOOSTER PANEL AS REQUIRED r l RR 0 FIRE ALARM JUNCTION BOX AS REQUIRED INH-1 206V --- .16 --- 3612 THAN 3/4" TOGGLE 20A-2P SEE V m - FIRE ALARM DUCT MOUNTED SMOKE DETECTOR --- IRA 1612 G SWITCH NOTE 62 c 0 REMOTE ALARM/TEST SWITCH FOR DUCT DETECTOR AS REQUIRED NOTE, O E 3 Q CEILING MOUNTED SMOKE DETECTOR --- I. DISCONNECT IS FURNISHED WITH UNIT. 2. DISCONNECT IS TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR tH FIRE ALARM WATER FLOW SWITCH AS REWIRED (COORDINATE WITH SUB-CONTRACTORS, FOR INSTALLATION). G FIRE ALARM TAMPER SWITCH AS REQUIRED _ ® FIRE ALARM RELAY AS REQUIRED E DIGITAL COMMUNICATOR AS REQUIRED a (E) EXISTING --- C (R) RELOCATED --- S (C) CEILING MOUNTED --- 2a NOT USED D = g_ VI FURNISH AND INSTALL ANNUNCIATING DEVICES, V) LU I< SEE SHEET El 0 FOR LOCATION AND QUANTITY. - e S N FIRE ALARM ELECTRICAL LOAD SUMMARY B B 1t07.0P" t g e JUNCTION BOX Panel Wiring Schedule(3-phase) SY91EM N O N SEE SHEET ACTUAL NEC NEC OFMAND N.E.C. Q DESCRP00N CLNNECTEU COMNECIBU DE NIU ld) i LOCATION AND Pe1lMbard E1.0 FOR 'L' Whom 120/208 PIMP 3 Wm 4 16WM/q KWIKYA FACTOR KWIKVA L ADDITIONAL -SGENERAL CONTRACTOR SHALL CONTRACT WITH MALL PsINISps _EXbTNO MRils 100AMCBMaim Noting 225 A AC RetinBEXISTING _ LGN2005 3 275 3275 125 4 094 NOTES APPROVED FIRE ALARM CONTRACTOR FOR FINAL FIELD VERIFY ALL CONDITIONS NEMA Type Embus. 1 Mw91g SURFACE Op3am Note ISOLATED GROUpm BAR CONNECTION TO LANDLORD FIRE ALARM SYSTEM. TRACK LIGHTING"" 0210 0.410 4Amps xl2W 0490 VERIFY EXACT LOCATION AND REQUIREMENTS WITH DESIGN DRAWINGS ARE SCHEMATIC,THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING CM.Zone/ Cured BMr BMT Ackral Atka Brio Bda Zone/CXL MALL OPERATIONS MANAGER. OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS.THE CONTRACT SHALL Lard DesMlptlun PM98 E i Load Dewiptlmis,,,,,,,,,, ng.,=wmoRLMa4=.:4NE T 130] 000 0 x700,,/FT 800 TMESE riexsronnxrvnwEcromm TMu, No. Note WNW Cott She. KW ION Ste' Q. 44 Nw No. arEOMo,�ra„NORaaR arTMEN.xoaNwm FM9ALMENA BlN01ls: INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING 11UNRNo- ANO SMED FOR sua SPECIFIC LouTIaNNTME 1 ,EMERGENCY - ,t/EBEC 3M 0404 A 0980 2OR EBMC - CASMNRAP RECEPT. 2 � _.._....__. ._. i O.IOIIW•05 ............___.__ SATE PROmCEORTERaaORYENON RR TME CONDITIONS. 1a:ctPaQ.Es 2.I00 2.IW 219 1. SEE SHEET E1.0 FOR ACTUAL NUMBER OF DEVICES,AND ADDITIONAL NOTES. B Cl SHOWIANDOWRECEPT. - EBMC 20/1 1.200 B 0.000 2011 EB -- SPARE 4 FFMANNGKW AREAS MaETNOTMESTATED REapucwrtwA 2. ALL MATERIALS SHALL BE NEW AND BEAR UL LABELS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR TENANT PRIOR TO BIDDING 8 C1 SHOWNNDO1 L011TNG - EBMC 2911 0.102 C 0000 2111 EB - SPARE 8 EIECIRCVMIER 4.100 4.100 10 4100 3. SUPPLY SHOP DRAWINGS FOR FIRE ALARM SYSTEM TO LOCAL AUTHORITY FOR APPROVAL PRIOR FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL 7_A FIRNGROOM U(i-TNG _ -._ ERIC 20/1 0.110__A 0000 2011 EB_--_-SPARE a NEATER TO INSTALLATION, COSTS TO MEET THE DESIGN INTENT.CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR B A SALES GENERAL LIGHTNG - EBMC 20R 0.465 B 0900 2011 EBR-IC -- SALES AREA RECEPTACLES 10 MISCALANEOI.LS 0200 0700 1.0 9009 4- FURNISH AND INSTALL ALL LABOR AND MATERIALS REQUIRED FOR A COMPLETE INSTALLATION A5 TENANT AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT THE CONTRACTORS INDICATED. COST' 11 B SALES GENERALUGHIND - EBMC 20/1 0.374 C 0360 2061 EBNC - SALES AREA RECEPTACLES 12 5. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF NEC, NEPA,STATE AND LOCAL CODES. 13 C PENDANT LOWING - EBNG 20/10.884.-_A_ 0.00020/1 613 - SPARE SPARE 74 Norms 0000 0.000 1.0 0.W0 BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES 15 D SALES DISPLAY LIS/RIC 4 EBMC 2061 0.218 B 21180 18 STORE NO: AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT 2012 NEMC - IMi•1 FRED ElEG1RIC 0000 0000 10 0.00 - FiREAMMti[WOIOl OF OPEAAl10ly 17 NCKSALES LICAi7NG - EBMC 2M 0.248 C 21180 18 NEATING ACCORDANCE WITH GOVERNING CODES,THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. - I. UPON ALARM SIGNAL FROM ANY INITIATING DEVICE THE FIRE ALARM PANEL SHALL THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR TENANT OF ANY APPARENT 10 01 ENTRYSKN _ _- EBMC 20/1- 1.000 A 0.180 20/1 EBMC - NON-SALES RECEPT _-_ _-_ 20 INaC SYSTEM 14 532 N502 110%Oi ARGE8T to 582 A. INITIATE AN ALARM SIGNAL AT TENANT'S PANEL AND LANDLORD'S MAIN FIRE ALARM PANEL. - DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 21 SPARE EB 2011 0.000 B 01100 20N EB -- SPARE 22 CDM Pe LA'C'^" PROJECT LOCATION: B. SHUT DOWN TENANT'S HVAC SYSTEM(IF APPLICABLE) 23 RESTROOM LKNRNG - EBMC 20/1 0.100 C 0000 21/1 EB - SPARE 24 TOTAL 23.315 30.037 31.088 VERIFY ALL REQUIREMENTS WITH LANDLORD AND LOCAL POWER COMPANY PRIOR TO BID. WASHINGTON SQUARE C. INITIATE MALL'S AND TENANT'S HORN/STROBES. INCLUDE IN BID THE COST OF ALL WORK REQUIRED FOR A FULLY OPERATIONAL ELECTRICAL 26SPARE __. -.._..EB 20/1 -0_000 A0. 0_ 2011EB =_SPARE _--_28 D. ACTIVATE THE TENANT ZONE SMOKE CONTROL EXHAUST SYSTEM AND THE MALL OUTSIDE AIR SERVICE SYSTEM INCLUDING BUT NOT LIMITED TO AIC RATINGS, FEEDER SIZE,METER 27 SPARE E6 2911 0.000 B 0000 20/1 ES - SPARE 28 9585 SW WASHINGTON NOTIFMarl Y Y.(IF APPLICABLE) REQUIREMENTS,UPGRADE OF LANDLORDS EQUIPMENT,CONDUIT, ETC. 20 SPARE - EB 20R 0.00D C 0.180 2061 EBMC - RESTROOM RECEPT 90 •USE(:fEAIEk LOAD(F 7NE IWO GgiADORa:J SQUARE RD E. NOTIFY LOCAL FIRE DEPARTMENT OF FIRE EMERGENCY LOCATION. _ 31 SPARE CURD EBMC_._491 0.720 A0200 20/1 L/Ee/EC - 1lIECLOCKICONTAC7OR32 ••NEC AlxnaE22a+3REWIFEMENT(2o0VA/FTatACNALaff4EOTEDI SPACE#FO1 S9 SPARE - EB 4M O.WO 6 Amo ZOn F9 - SPARE 94 ... OF THE LAROESTMOTOR OR COMPRESSOR IN SYSTEM PORTLAND,OR 97223 NOT USED R MECHANICAL FEEDER/CONNECTION SCHEDULE L -3-7- 0.154 A---0.000 2011 EB - SPARE ,� 38 FPVAV•1 - NEMC 489 4.864 B 01100 20R EB - SPARE " DESIGN TYPE: 41 4.864 C 0.000 20/1 EB - SPARE 42 NEC.DEMAND KVAx 1000 - RISER DIAGRAM GENERAL NOTES: SYSTEM VOLTAGE x P3 'MNLMl1M FEEDER*WFNAGP Note. REVISIONS: F. SYSTEM SHALL BE GROUNDED TO THE MAIN BUILDING'S GROUNDING SYSTEM. •AN draft breakers to be 1-Pole Wen*Mamie.noted. 31.058,,1000 AB.OAMP9 A. HVAC CIRCUIT BREAKERS TO BE"HACK"TYPE WHERE REQUIRED BY EQUIPMENT NAMEPLATE PER • 200 x l 70 N.E.C. G. DISCONNECT SWITCHES AND PANELS SHALL BE INSTALLED ON PLYWOOD BACKERBOARDS. NB-NctV bream CALCULATED PER 201112014 NEC REOMRED. DATE ER-Staling breaker B. BALANCE ALL PANELS AND ELECTRICAL EQUIPMENT, UNDER LOAD CONDITIONS,TO 37%BETWEEN H. TENANT CONTRACTOR MUST VERIFY ELECTRICAL SERVICE,SUB-FEED WIRING AND PANELS PRIOR KC-Nag drard PHASES.A/B,BIC,C/A REGARDLESS OF CIRCUITING INDICATED.PROVIDE BALANCE SHEET TO TO START OF TENANT'S ELECTRICAL WORK. EC-E11 818 a►w l A wn CONSTRUCTION MANAGER AT PUNCHLIST. LOR°COMMENTS O426.017 I. TENANT ELECTRICAL CONTRACTOR SHALL MAKE APPLICATION TO THE(MALVLOCAL UTILITY)FOR Aad Load TaWc PhA 8012 kw 700 A L lock.,dad. C. PROPER CLEARANCE MUST BE MAINTAINED ABDUT ELECTRICAL EQUIPMENT PER NEC. . .FIELD VERIFY Ph B 0186ko _10.3.A H-Haet4g,NC&ReMprfAMl EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM/AREA PRIOR TO INSTALLATION OF AN ELECTRIC METER AND A METERED ELECTRIC SERVICE IN THE TENANT'S NAME.TENANT PRC -kW _ILL A 01-Q'O01dPSI Chat temper ELECTRICAL EQUIPMENT. ELECTRICAL CONTRACTOR SHALL CONFIRM ALL LOCAL UTILITY GUIDELINES AND REQUIREMENTS Tool 28976 ler 710 A PRIOR TO BID,SHALL INCLUDE THE COSTS OF THESE REQUIREMENTS IN THE BID,AND SHALL D. MAKE ALL FINAL ELECTRICAL CONNECTIONS FOR A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. COMPLY WITH THEM DURING CONSTRUCTION. Zone/Note Zana-Lilting Canto!Zone: E. ALL CONNECTIONS TO LANDLORD'S SERVICE EQUIPMENT SHALL BE AS DIRECTED BY LANDLORD'S J. APPLICATION FOR A TEMPORARY ELECTRIC METER AND CONVERSION TO A PERMANENT ELECTRIC WPMasba Gp/Iaatl b%IAIN17%ackgAa0 Laid Table.) Notes•S•bolded Grand Quit SITE REPRESENTATIVE.TENANT GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METER SHALL BE SUBMITTED TO THE UTILITY UPON AWARD OF CONTRACT. INSTALLATION AND TERMINATION EXPENSES. PROVISIONS FOR SAME SHALL COMMENCE WITHIN THE FIRST WEEK OF CONSTRUCTION. Southwire Voltage trop Calculator: - EXISTING INDICATES NO REVISION TO NIS 9.E1- i ��NEW fs DRAWN BY: JWH 4condettespa.Mom* ga re cow makeup 8188p8tlevalue8 Qapa297%areas Woe NORM*rem CHECKED BY: RAP EXISTING(4)61 CU.THWN 111006145540%Naea298Yo0ayslee.. LANDLORD a TENANT AAD(1)60 GRD IN 2"DI CONDUIT BACK SERVICE DISCONNECT. Paf Snya1186tN7e IntimationIntimationOnly:ldpi VE FIELD VERIFY PRIOR TO BID. tt CIA Axpa RMed aapdb of aaeebd eunouakk I , CEILING 0,14TrCeatRefeenr r(Ohne pin 1000%40 I I 9088018 MReaa%na i(Ohneet81000 k40 824Yottsa UdROlmalbrohAe+op48e#oP 103% 1--- - - 6172:ACWOYa%ge Prop lost at247*247469rpw omit I- '� T , r.,_-1 'EXISTING 1 r=1 aaPOeB Fes" I(\/I 11200.00A V I 1(`/I r-1- TIMECLOCK AND ^NatemtMr14a64NeN wax*are lave*undo SEatlpnad310-151XtlM NEO.TM ampalareeeaaaWMOas am*.foRTaaI BMeM ^ METER r-1 LIGHTING CONTACTOR. SECTION ( ) EXISTING ® ICC Thweeer8I0R90iereena1p60IncementeHowoa%r imN6 8)110raTM Ma 1OtadattecC0 005 alba *WWI PANEL L SEE RLIOL CONNECTIONING rated IRBarepear Iwo ormNa4MwT*W614AWS e1 APS r4rtda saYdwer IW / I-_---1 / CONTROL ETAIL °r 40aR40 I8 A00A Ler Novel AWS � T- �� 120/206V r- DIAGRAM, DETAIL'L' wfelem*0099915V419$001916199 C.99990MM4aN1MMeiewkiafheaM tIXaM46 Mee an 1.8•888 Prawns Pr/88 I( \I ©-+� 1/^\1 A MCB I CI ON SHEET E2.0. Rase tMMrRMnaa5Ml*XpsWIMds 4fi&IMsaMSawaare r/anOO yladaAMatn4 matters.Squint*"We kapicctW L'/J r�+'-1 I_'_/J 42 SPACE 1 L-J Mir+4k+aaa00*nl40460E*K5mrdarpg. I OIIO II-)1 T10l7 apa*npcakolaBaiseplMa0Ma atylai NEC applea$MM.o*we valve***aalwemSea b r awaWwe6Mow*water I(�/^\1 --T- 1 /1 pM .Ma ate Oat The%k4Bnebed ma&eflnakaa46aaew Ma copies.anstnerflw Ieormeryaw*amm DRAWING TITLE: r=\ OIOI _\� L---J caadeaemaMVApaMcdakKa PANELELECTr 1 i Fa--111 r 1 SCHEDULES& 1 1 1 1 1 I RISER DIAGRAM t FINISH FLOOR DATE ISSUED: EXISTING 200A FUSED DISCONNECT TO REMAIN. EXISTING ELECTRICAL BASE AND METER IN MALL SERVICE PROVIDE GA FUSES.FIELD CORRIDOR TO REMAIN. VERIFY PRIOR TO BID. COORDINATE WITH 04/07/17 LANDLORD/LOCAL UTILITY TO PROJECT RE-ASSIGN TO NEW TENANT. 170128 NO: FIELD VERIFY PRIOR TO BID. i CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED DIST.APPROX.240'-0" SEISMIC AND STRUCTURAL SUPPORTS FOR ALL ELECTRICAL FIELDELD VERIFY EQUIPMENT, DEVICES,CONDUIT, LIGHTING, ETC.PROVIDE DRAWING NO: LATERAL SUPPORT AS REQUIRED PER OREGON STRUCTURAL SPECIALTY CODE 2014 SEISMIC DESIGN CATEGORY D.FIELD VERIFY AND COORDINATE ALL REQUIREMENTS WITH E4.0 AUTHORITY HAVING JURISDICTION. 9 ELECTRICAL RISER AND NOTES J PANEL SCHEDULES AND LOAD SUMMARIES A OWNER: 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL N. EMT TWIN WALL CONDUIT MAY BE USED INSIDE HOLLOW PARTITIONS,AND ABOVE SUSPENDED FASTEN HANGERS TO BUILDING STEEL,CONCRETE,OR MASONRY,BUT NOT TO OTHER CONDUIT OR F. GROUND LIGHTING FIXTURES BY THE USE OF A PIGTAIL FASTENED ON BARE METAL THAT 15 FREE CEILINGS AND EXPOSED ABOVE 8'-0"ABOVE FINISHED FLOORUSOR ABOVE PANELBOARDS EMT UNTUCKit\ A. THE FOLLOWING TERMS APPLY TO WORK PERFORMED UNDER THIS CONTRACT: X PIPING.HANGERS UPPER ATTACHMENT MT BE SUPPORTED FROM THE TOP OF THE BAR JOIST. OF PAINT. CONDUIT MAY NOT BE USED BURIED IN EARTH OR FILL,IN OR UNDER CONCRETE FLOOR OR IN HANGING FROM METAL DECK 15 NOT PERMITTED WHERE INTERFERENCES OCCUR,IN ORDER TO POURED CONCRETE CONSTRUCTION. SHIRTS DESIGNED TO I. ANY REFERENCE TO TENANT OR TENANT'S CONSTRUCTION MANAGER OR FURNISHED BY ANY OF SUPPORT CONDUIT,THE CONTRACTOR MUST INSTALL TRAPEZE-TYPE HANGERS OR SUPPORTS G. BOND STRUCTURAL STEEL TO EARTH,GROUND RODS OR PLATES,OR WATER SYSTEM. THE ABOVE REFERS TO UNTUCKIT. WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, O. PVC CONDUIT USED UNDER FLOOR SLABS SHALL HAVE RIGID GALVANIZED STEEL ELLS AND BE WORN UNTUCKED. 2. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT,INCLUDING GENERAL AND SUPPLEMENTARY VALVES,JUNCTION BOXES,ACCESS DOORS,OTHER EQUIPMENT SERVICE REQUIREMENTS AND/OR H. BOND ROOF-MOUNTED EQUIPMENT TO ACCEPTABLE GROUNDS PER THE N.E.C. METALLIC CONDUIT ABOVE FLOOR SLAB. CONDITIONS AND OTHER SPECIFICATIONS SECTIONS,APPLY TO TWIN AND THE OTHER SECTIONS OTHER TRADES.HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD 379 WEST BROADWAY OF DIVISION 26 THROUGH 25 CRITERIA 26 0529 DISTRIBUTION P. FLEXIBLE METAL CONDUIT(FMC)SHALL BE USED ONLY FOR ABOVE CEILING APPLICATIONS, NEW YORK,NY,10012 3. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW CONNECTIONS INSIDE CASEWORK,AS THE FINAL CONNECTION TO RECESSED FIXTURES,MOTORS, DRAWINGS FOR ALL DIVISIONS OF WORK AND 15 RESPONSIBLE FOR THE COORDINATION OF T1415 Y. UPON COMPLETION OF THE WORK,GENERAL CONTRACTOR SHALL FURNISH TO THE ARCHITECT A A. FURNISH LABOR,MATERIALS AND EQUIPMENT NECESSARY TO INSTALL THE ELECTRICAL SERVICE AND ELECTRICAL EQUIPMENT THAT MAY GENERATE VIBRATION THROUGH THE CONDUIT SYSTEM. WORK AND THE WORK OF THE SUBCONTRACTORS WITH ALL DIVISIONS OF WORE.IT IS THIS CERTIFICATE OF INSPECTION AND APPROVAL FROM THE ABOVE DEPARTMENT BEFORE FINAL FROM THE LANDLORD'S ELECTRICAL SERVICE ROOM INCLUDING(A5 INDICATED ON SHEET E4.0)BUT EMT SHALL BE USED FOR ALL CONNECTIONS TO PANELBOARDS AND RUN TO WIREWAY ABOVE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE SUBCONTRACTORS WITH A COMPLETE SET OF PAYMENT ON CONTRACT WILL BE ALLOWED. NOTLMEDTTHE SEONDART CABLES,CONDUIT, PULL WIRE ND GROURONDSLEEVE A WHERE FMC MAY EUSED FMC SHALL BECLAPD,AND BHTWE ODI)AND ARCHITECT/ENGINEER: BID DOCUMENTS I COORDINATE CDLWD PRIOR TOTHE DALDOSLFITTINGS SHALL BE STED FOR MC SHALL PR�NONE-HALF CH( A. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF Z. TEST WIRING AND CONNECTIONS FOR CONTINUITY AND GROUNDS BEFORE EQUIPMENT IS CONNECTED. SHALL COORDINATE INSTALLATION OF THE DISCONNECT SWITCHES AND PANELBOARD WITH THIN ELECTRICAL TRADE SIZ,WHEN CONNECTED TO HARD CONDUIT,THE FMC MUST BE THE SAME SIZE THIS WORK AND THE WORK OF THE SUBCONTRACTORS TO COMPLY WITH THE TENANT'S WHEN DIRECTED BY ARCHITECT,DEMONSTRATE BY PROPER VOLTAGE MEGGER TEST OF INSULATION WORK. AN THE WARD CONDUIT IT IS CONNECTED TO.AN EQUIPMENT GROUNDING CONDUCTOR UST BE E E SCHEDULE AND THE PROJECT CO'TPLET1ON DATE. RESISTANCE OF CONDUCTORS AND REPLACE CONDUCTORS WHICH FAIL INSTALLED IN ALL RUNS OF FMC. 5 S 5. THIN CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID SUBMISSION TO DETERMINE SAID TESTS UNTIL CONDUCTORS ARE FREE FROM INSULATION FAULTS. B. COORDINATE WORK PROVIDED BY LANDLORD PRIOR TO BID AND INCLUDE THE COST OF SUCH WORK - CONDITIONS AFFECTING THE WOR,ANT ITEMS WHICH ARE NOT COVERED IN THE BID AS DIRECTED BY LANDLORD.WIRING OF METERING EQUIPMENT SHALL BE BY GENERAL CONTRACTOR O. LIQUID-TIGHT FLEXIBLE METAL CONDUIT(LFMC)AND LIQUID-TIGHT FITTINGS SHALL BE USED IN DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED AA.ELECTRICAL LAYOUTS ARE SCHEMATIC.EXACT LOCATIONS ARE DETERMINED BY EXACT LOCATION AS DIRECTED BY THE ELECTRIC COMPANY. AREAS EXPOSED TO THE WEATHER OR EXCESSIVE MOISTURE AS THE FINAL CONNECTION TO IN THE CONTRACTOR'S BID. BID SUBMISSION SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF OF EQUIPMENT, ETC.,AND MAY BE REVISED TO SUIT THE CONSTRUCTION CONDITIONS AND AID IN MOTORS,AND ELECTRICAL EQUIPMENT THAT MAT GENERATE VIBRATION THROUGH THE CONDUIT u21 2 EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF COORDINATION WITH WORK OF OTHER CONTRACTORS.WHERE DRAWINGS,EXISTING SITE CONDITIONS, C. METERING EQUIPMENT IS EXISTING TO REMAIN. SYSTEM.LFMC SHALL BE UL APPROVED,AND BOTH THE CONDUIT AND FITTINGS SHALL BE LISTED ft PRIORc THE DRAWINGS AND SPECIFICATIONS.FAILURE TO VISIT THE SITE DOES NOT RELIEVE TWE SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR,ADVISE THE GENERAL FOR GROUNDING.LFMC SHALL BE KEPT TO SIX FEET(C-0")MAXIMUM LENGTH AND SHALL BE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. CONTRACTOR IN WRITING TO SUBMITTAL OF BID.THE GENERAL CONTRACTOR IS D. DISCONNECT SWITCHES SHALL BE HEAVY-DUTY TYPE,UL LISTED. MINIMUM ONE-HALFSI INCH(I/2")ELECTRICAL TRADE ZE.WHEN CONNECTED TO WARD CONDUIT,THE 6. REFER TO RESPONSIBILITY SCHEDULE R THE ARCHITECTURAL DRAWINGS FOR INFORMATION IN RESPONSIBLE TO ADVISE TENANT'S CONSTRUCTION MANAGER IN WRITING OF ANY VARIATIONS TO LFMC MUST BE THE SAME SIZE AS THE WARD CONDUIT IT 15 CONNECTED TO.PROVIDE AN O REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF THE BIO.OTHERWISE,TENANT'S CONSTRUCTION E. DISCONNECT SWITCHES SHALL BE BY SQUARE 0,SIEMENS,CUTLER HAMMER,OR GENERAL EQUIPMENT GROUNDING CONDUCTOR IN RUNS OF LFMC. MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ELECTRIC. • A ELE TRCAL SYSTEM ASND S INDICEQUITED ON DRAWINGS,ASA AREQJRED BYD ENT AND PERFORM LBOR REQUIREDCODE AND AS SPECIFIEDTO INSTALL NEW ADDITIONAL COMPENSATION PERMITTED. F. SWITCHES SHALL HAVE SWITCH BLADES WHICH ARE FULLY VISIBLE IN THE"OFF"POSITION WHEN R EXCEPT AS REQUIRED FORYFLAWCONDUIT SHALL GENERALLE R-MOUNT D DEVICES PROVIDE PROPERLIY LONCEALED WHERE POSIBLE.NO CONDUTSAHBELEDALL BERUN IN SLAB, PULL STRING HEREIN,IN DIVISIONS 26,27,AND 213.WORK SHALL INCLUDE,BUT NOT BE LIMITED TO,THE AB.ELECTRICAL DRAWINGS ARE INTENDED TO INDICATE APPROXIMATE LOCATIONS OF SWITCHES, THE SWITCH DOOR 1S OPE,SWITCHES SHALL HAVE REMOVABLE ARC SUPPRESSORS WHERE IN EMPTY CONDUITS. FOLLOWING. RECEPTACLES,LIGHTING FIXTURES AND OTHER ITEMS OF VARIOUS ELECTRICAL SYSTEMS OF NECESSARY TO PERMIT EASY ACCESS TO LINE SIDE LUGS.LUGS SHALL BE FRONT REMOVABLE f PROJECT.EXACT LOCATIONS AND ROUGH-IN DIMENSIONS FOR WORK AND EQUIPMENT SHALL BE AND UL LISTED FOR 75 DEGREES C.,ALUMINUM OR COPPER WIRES. 5. EXPOSED CONDUIT PERMITTED IN ELECTRIC ROOMS,AND SIMILAR UNFINISHED SPACES,OVERHEAD v , I. TEMPORARY SERVICE AS REQUIRED. OBTAINED FROM ARCHITECT OR ARCHITECT'S REPRESENTATIVE AS WORK PROGRESSES SHOULD IN AREAS WITHOUT CEILINGS AND ELSEWHERE AT THE DISCRETION OF THE ARCHITECT. 2. EMERGENCY AND EXIT LIGHTING SYSTEMS. THE GENERAL CONTRACTOR FAIL TO PROPERLY OBTAIN SUCH LOCATIONS OR DIMENSIONS,THE G. SWITCHES SHALL BE QUICK-MAKE,QUICK-BREAK.THE OPERATING HANDLE SHALL BE AN INTEGRAL 3. CONDUIT AND CABLES FOR TELEPHONE AND DATA SYSTEMS AS SHOWN ON THE DRAWINGS. GENERAL CONTRACTOR SHALL CHANGE THIS WORK AT THE GENERAL CONTRACTOR'S EXPENSE WHEN PART OF THE BOX,NOT THE COVER.PROVISIONS FOR PADLOCKING TWE SWITCH IN THE"OFF' T. CONDUIT FITTINGS SHALL BE GALVANIZED MALLEABLE IRON OR STEEL.CONNECTORS AND 4. ELECTRICAL PANEL AND BRANCH CIRCUIT WIRING. REQUESTED BY ARCHITECT ARCHITECT RESERVES THE RICHT TO MAKE MINOR CHANGES IN POSITION WITH AT LEAST THREE LOCKS SHALL BE PROVIDED.SWITCHES SHALL WAVE A DUAL COUPLINGS SHALL BE THREADED OR CUPPED SET SCREW TYPE,CONCRETE TIGHT.CONDUIT BODIES 5. WIRING DEVICES AND PLATES. LOCATION OF ELECTRICAL WORK OR EQUIPMENT PRIOR TO ROUGHING IN WITH NO ADDITIONAL COST COVER INTERLOCK TO PREVENT UNAUTHORIZED OPENING OF THE SWITCH DOOR WHEN THE HANDLE SHALL BE MALLEABLE IRON,THREADED FOR HEAVYWALL CONDUIT AND CUPPED SET SCREW TYPE =O 6. LIGHTING FIXTURES AND LAMPS,INSTALLATION AND WIRING. TO TENANT.TENANT'S CONSTRUCTION MANAGER RESERVES THE RIGHT TO RELOCATE OUTLETS OR 15 IN THE"ON' POSITION,AND TO PREVENT CLOSING OF THE SWITCH MECHANISM WITH THE DOOR FOR EMT,WITH CADMIUM FINISH AND CADMIUM PLATED SHEET STEEL COVERS.SYNTHETIC RUBBER ]. LIGHTING CONTROLS. FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL COST. OPEN.THE HANDLE POSITION SWALL INDICATE WHETHER THE SWITCH IS"ON'OR"OFF'. GASKETS SHALL BE USED UNDER BODY COVERS EXPOSED TO WEATHER.EMT CONNECTORS SHALL LU I A B. ELECTRICAL CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS,SIGNS,CORNICE LIGHTING, BE INSULATED THROAT TYPE. W CASE LIGHTING,ETC,AS SHOWN ON DRAWINGS. AC.THE ARCHITECT RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH, H. SWITCHES SHALL BE FURNISHED IN NEMA 1 GENERAL PURPOSE ENCLOSURE EXCEPT SWITCHES C 3 P. INSTALLATION OF CONDUIT AND CABLES FOR SOUND SYSTEM AS SHOWN ON DRAWINGS. IN THE ARCHITECT'S OPINION,DO NOT PRESENT AN ORDERLY OR REASONABLY NEAT OR LOCATED OUTDOORS SHALL BE NEMA 3R WEATHERPROOF(WP).NEMA 3R ENCLOSURE SHALL BE U. INSTALL EXPANSION FITTINGS AT LOCATIONS WHERE CONDUITS CROSS BUILDING EXPANSION JOINTS CC 22 10. SMOKE/FIRE ALARM WIRING,DEVICES AND CONDUIT,AS SHOWN OR DESCRIBED ON DRAWINGS WORKMANLIKE APPEARANCE,PROVIDED THAT SUCH ITEMCS>CAN BE PROPERLY INSTALLED IN SUCH MANUFACTURED FROM GALVANIZED STEEL.ENCLOSURES SWALL WAVE A GRAY BAKED ENAMEL OR TRAVERSE FROM ONE INDEPENDENT STRUCTURE TO ANOTHER.INSTALL WHEREVER CONDUITS Z'0 1 OR AS NECESSARY TO MEET LANDLORD,STATE,LOCAL,INSURANCE AND FIRE DEPARTMENT ORDERLY WAY BY METHODS USUAL IN SUCH WORK,OR WHICH DOES NOT COMPLY WITH CONTRACT FINISH,ELECTRODEPOSITED,ON CLEANED,PHOSPHATIZED STEEL. TRAVERSE STRUCTURES HAVING SEPARATE FOUNDATIONS OR WHERE EXISTING BUILDINGS ARE REQUIREMENTS DRAWINGS OR SPECIFICATIONS.SUCH REMOVALS OR REPLACEMENTS SHALL BE DONE BY JOINED TO A NEW STRUCTURE. T Ca ,�vI II. INSTALLATION OF CONDUITS STUBBED TO ABOVE CEILING FOR HVAC.ALSO,ANY ADDITIONAL CONTRACTOR AT CONTRACTOR'S EXPENSE WHEN SO DIRECTED IN WRITING BY ARCHITECT. I. SWITCHES SHALL BE RATED FOR AC.FUSIBLE SWITCHES MUST ACCEPT CLASS R FUSES AND HAVE 1 N> CONDUIT FOR HVAC CONTROL EQUIPMENT WHERE PLENUM RATED CABLES ARE NOT PERMITTED. PROVISIONS TO REJECT FUSES EXCEPT CLASS R.THE UL LISTED SHORT CIRCUIT RATING OF THE V. DURING ROUGHING-IN,CAP CONDUITS WHICH MAY BECOME FOULED WITH FOREIGN MATERIAL. B p 12. THE GENERAL CONTRACTOR SHALL PAY FOR ALL ELECTRICITY PRIOR TO STORE AD.MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT SWITCHES SHALL BE 200,000 EMS SYMMETRICAL AMPERES WHEN CLASS R FUSES ARE USED. B m MERCHANDISING,AND INCLUDE COST IN BID. DRAWINGS,SUCH A5, W NO MORE THAN THREE(3)NO DEGREE BENDS WILL BE ALLOWED IN ANY ONE CONDUIT RUN.WHERE C V„ 1. LOCATION OF JUNCTION BOXES AND RECEPTACLES. J. NAMEPLATES SHALL INDICATE FUNCTION OF EACH DEVICE.NAMEPLATES SHALL BE LAMINATED MORE BENDS ARE NECESSARY IN ANY SINGLE RUN,A PULL BOX SHALL BE INSTALLED.ALL W CC C. WORK WHICH SHALL BE PERFORMED BY OTHERS,UNLESS NOTED OTHERWISE, INCLUDES THE 2. REVISIONS,ADDENDUM,AND CHANGE ORDERS. PHENOLIC WITH A WHITE SURFACE AND BLACK COR,USE 1/16"THICK MATERIAL FOR NAMEPLATES CONDUIT EXCEPT IN CONCRETE SLAB OR EARTH SHALL BE ROUTED PARALLEL OR PERPENDICULAR Y FOLLOWING: 3. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS,APPROVED EQUIPMENT UP TO 2"14"AND USE 1/8"THICK MATERIAL FOR LARGER SIZES.ALL NAMEPLATES SHALL BE TO THE LINES OF THE BUILDING,AND NO OUT-OF-PLUMB OR DIAGONAL LINES WILL BE ACCEPTED. IS SUBSTITUTIONS,AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. FURNISHED AND INSTALLED BY GENERAL CONTRACTOR.GENERAL CONTRACTOR TO COORDINATE O E 1. TEMPERATURE CONTROL WIRING THAT 15 FURNISHED BY OTHERS PRE-WIRED IN UNITS. WITH THE LOCAL BUILDING AUTHORITY OR BUILDING INSPECTOR ON WHICH ITEMS SHOULD HAVE A 26 0923 LIGHTING CONTROLS w�3 B 2. TELEPHONES AND FINAL CONNECTION OF WIRING THERETO. AE.AT COMPLETION OF PROJECT AND BEFORE FINAL APPROVAL,MAKE FINAL CORRECTIONS TO NAMEPLATE. 3. INTERNAL WIRING OF EQUIPMENT FURNISHED AND PRE-WIRED BY OTHERS. DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON.PLACE ONE COPY A. WHERE LIGHTING CONTACTORS ARE INDICATED ON THE DRAWINGS,THEY WILL BE FURNISHED AND 4- B 3 SECURITY SYSTEM FURNISHED AND INSTALLED BY SECURITY CONTRACTOR. OF DRAWINGS STAMPED"DO NOT REMOVE'IN DRAWING TUBE LOCATED NEXT TO THE ELECTRICAL K. FUSES SHALL BE BUSSMANN,SIZES AS NOTED ON DRAWINGS. INSTALLED BY THE GENERAL CONTRACTOR COMPLETE WITH CONDUIT.THE GENERAL CONTRACTOR PANELS(SEE ARCHITECTURAL DRAWINGS FOR LOCATION).A SECOND AS-BUILT SET SHALL BE WILL BE RESPONSIBLE TO INSTALL THE CONTACTORS AND PULL WIRES AS DETAILED ON THESE 0L 5 m D. ELECTRICAL EQUIPMENT FURNISHED BY OTHER TRADES OR BY TENANT AND SPECIFIED IN OR SENT TO TENANT'S OFFICES- L. FUSES SHALL BE UL LISTED,CURRENT-LIMITING TYPE,MINIMUM 200,000 AMPS INTERRUPTING DRAWINGS AND CIRCUITED EXACTLY AS DIAGRAMMED ON THE ELECTRICAL DETAIL DRAWINGS.NO 00 I-A SHOWN ON CONTRACT DOCUMENTS SHALL BE INSTALLED AND CONNECTED BY GENERAL CAPACITY. VARIATIONS TO THE CIRCUITING ARE ALLOWED. CONTRACTOR,EXCEPT AS OTHERWISE NOTED.PROVIDE BRANCH CIRCUIT CONNECTIONS TO AF.MATERIALS AND EQUIPMENT INSTALLED AS A PART OF THE WORK SHALL MEET THE REQUIREMENTS ELECTRICALLY-OPERATED EQUIPMENT FURNISHED BY OTHERS AS SPECIFIED IN OR SHOWN ON THE OF THE CONTRACT DOCUMENTS. M. FUSES I AMP AND ABOVE SHALL BE BUSSMANN"LOW PEAK"EK-1.250 VOLT FUSES SHALL BE .. 02017 TEE ARCHITECT/EPIDEEER ASSUMES NO CONTRACT DOCUMENTS TEMPORARY WIRING FOR OTHER CONTRACTORS SHALL BE INSTALLED BY USED ON 208/120 VOLT SYSTEMS. iigiMIIERg THE GENERAL CONTRACTOR OHO SHALL BE ENTIRELY RESPONSIBLE TO THE TENANT FOR THE SAFE AG.SUBMIT SHOP DRAWINGS PER THE DOCUMENTS PROVIDED BY THE TENANT. A. PURNIC''AND INSTALL ENERGY Cm C'ENT LOW VOLTAGE DRY"'PC D'CTR'OUT'O`I TRAIICPORMERTC> AND SATISFACTORY OPERATION OF SAID TEMPORARY WIRING.CONTRACTOR REQUIRING SUCH N. CONTROL FUSES FOR MOTOR STARTERS,CONTACTORS,AND CONTROL PANEL TRANSFORMERS AS SPCCIPICD HEREIN AND AS 0I'6734N-06'T"C PLAN,. TRANSPORMCR,.A Na-vaSN-COCC T PC TEMPORARY WIRING SHALL PAY FOR DAMAGES TO PROPERTY RESULTING FROM ITS USE.COMPLY AH.MANUFACTURER'S CATALOG CUTS MAY BE SUBMITTED FOR STANDARD CATALOG LIGHTING SHALL BE BUSSMANN ENO-R SIZED AT 500%RATED CURRENT. " - WITH LATENT REQUIREMENTS OF OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA).PROVIDE FIXTURES AND OTHER EQUIPMENT.CATALOG CUTS MAY BE MARKED UP TO MEET THE PROJECT PERSONNEL GROUND-FAULT PROTECTION ON TEMPORARY POWER AND LIGHTING CIRCUITS 30 SPECIFICATIONS.CUTS SHALL BE MARKED TO INDICATE MODEL NUMBER,SIZE,TYPE,COLOR, O. FURNISH SPARE FUSES TO THE TENANT IN THE FOLLOWING QUANTITIES:UOS OF TOTAL PROJECT B. TFANCEOTWER-TVA GAP1C'T'CS OIALL DC'`'.1`43.51.551-, DRAIN,. axrns wcEmomE nannocslwcwrExu. AMPERES OR LESS.GROUND-FAULT CIRCUIT INTERRUPTERS(GFCI)ON CONSTRUCTION CIRCUITS RATING,ETC.,OF THE ITEM TO BE FURNISHED. QUANTITY(BUT NOT LESS THAN THREE(3)FOR EACH TYPE AND RATING OF FUSES). '--"' - - - - a == - --' . ARE NOT REQUIRED WHERE CIRCUIT IS A PERMANENT CIRCUIT TO BE A PART OF THE COMPLETEDBUILDING.HOWEVER,CONTRACTOR SHALL PROVIDE APPROVED CORD NETS INCORPORATING GFCI AI.PROVIDE INSTRUCTION TO TENANT'S OPERATING PERSONNEL AS NECESSARY,SHOWING LOCATIONS P. PROVIDE A TYPED LIST OF SPARES FUSES. DRACINGS: PROTECTION FOR PERSONNEL.SEE THE LOCALLY-ADOPTED EDITION OF THE N.E.C. FINISH PAINTING AND PROPER OPERATION OF MAJOR ITEMS OF EQUIPMENT AND SYSTEM COMPONENTS AND 15 TO BE PERFORMED BY GENERAL CONTRACTOR EXCEPT THAT THIS CONTRACTOR SHALL RESTORE REFERRING TO THE OPERATING INSTRUCTION MANUAL DESCRIBED BELOW AS A GUIDE. Q. CIRCUIT BREAKERS SHALL BE QUICK-MAKE,QUICK-BREAK,THERMAL-MAGNETIC-TRIP(ENCLOSURE C. TRANCPOTMEE.: OWNER: 26 27 26 WIRING DEVICES 27 05 15 INTERIOR COMMUNICATIONS PATHWAYS P. STROBE LIGHTS: A. INSTALL WIRING DEVICES, INCLUDING SWITCHES,RECEPTACLES AND POWER RECEPTACLES, A. INTERIOR COMMUNICATIONS PATHWAYS SHALL BE FURNISHED AND INSTALLED BY THE GENERAL I. SHALL OPERATE ON 24 UDC,NOMINAL. UNTUCKit .N TELEPHONE OUTLET BOXES,COVER PLATES AND BLANK OUTLET PLATES AS SHOWN OR DESCRIBED CONTRACTOR AND BY THE TELECOMMUNICATIONS CONTRACTOR AS SPECIFIED HEREIN. 2.SHALL MEET THE REQUIREMENTS OF THE ADA AS DEFINED IN UL STANDARD 1971,AND SHIRTS DESIGNED TO ON DRAWINGS. B. INSTALL CONDUITS AS DETAILED IN DRAWINGS. SHALL MEET THE FOLLOWING CRITERIA: BE WORN UNTUCKED. B. UNLESS OTHERWISE NOTED ON DRAWINGS OR OTHERWISE REQUIRED BY TUE NATIONAL ELECTRICAL OTHERWISE SPECIFIED ON THE DRAWINGS,TUE INTENSITY SHALL BE A N ULESS CODE,ACCESSIBILITY CODES OR LOCAL CODES,OUTLET HEIGHTS SHALL BE 27 11 00 HORIZONTAL CABLING AND CONNECTIVITY O UNLESS OF>s CANDELA. 379 WEST BROADWAY AS FOLLOWS: A. PROVIDE A 10/100/1000 MB.FULL-DUPLEX TRANSMISSION ETHERNET NETWORK OVER 4-PAIR, b. ALL STROBES IN ANT GIVEN AREA SHALL BE SYNCHRONIZED WITH OTHER STROBES NEW YORK.NY.10012 I. SWITCH HEIGHT 40'FROM FINISHED FLOOR TO CENTERLINE OF OUTLET. CATEGORY 6 UTP HORIZONTAL CABLING.THE SYSTEM SHALL BE A CERTIFIED SOLUTION BY THE IN THAT AREA 2. CONVENIENCE OUTLETS: CONNECTIVITY MANUFACTURER.THE HORIZONTAL INFRASTRUCTURE SHALL SUPPORT BOTH VOICE c. THE APPLIANCE SHALL BE PLACED BO IN.ABOVE THE HIGHEST FLOOR LEVEL WITHIN ARCHITECT/ENGINEER: SALES.16'FROM FINISHED FLOOR TO BOTTOM OF OUTLET. AND DATA APPLICATIONS. THE SPACE,OR 6 IN.BELOW THE CEILING, WHICHEVER I5 LOWER. b. NON-SALES:16°FROM FINISHED FLOOR TO BOTTOM OF OUTLET d. THE APPLIANCE SHALL BE A WHITE HOUSING WITH THE WORD"FIRE°IN RED UNLESS 3. TELEPHONE CUTLETS SHALL BE LOCATED AS NOTED ON DRAWINGS. B. THIS SECTION INCLUDES WIRD CABLE,SIGNAL APATHWAYS FOREV,VOICE,INSVIDEO, 1 AND TESTING FOR PROHIBITED BY LOCAL CODES OR MALL STANDARDS. C. DUPLEX RECEPTACLES SHALL BE A MINIMUM OF 20 AMPERE RATING. THE SYSTEM STSHALLMS TO BE USED AS OTBEP MITED T FOR VIDEO,AND DATA TRANSMISSION.WIRING INCLUDE BUT NOT LIMITED TO THE FOLLOWING. Q AUDIBLE/VISUAL COMBINATION DEVICE. 11 1 1 D. COLOR OF DEVICES AND PLATES SHALL BE WHITE UNLESS NOTED OTHERWISE.THE DEVICES SHALL I. MOUNTING ELEMENTS f BE OF THE TYPES AND RATINGS LISTED,OR EQUALS BY ARROW-HART,GENERAL ELECTRIC OR PASS 2. UNSHIELDED TWISTED-PAIR CABLE. I. SHALL MEET THE APPLICABLE REQUIREMENTS OF SECTION 20 31 11-R LISTED ABOVE FOR E E AND SEYMOUR.WEATHERPROOF GFCI RECEPTACLES SHALL BE INSTALLED WHERE SHOWN ON 3. PATCH,STATION,AND CROSS CONNECT CORDS VISIBILITY. DRAWINGS OR AS REQUIRED BY CODE DEVICES SHALL BE OF THE FOLLOWING SPECIFICATIONS, 4. JACKS AND FACEPLATES 2.AUDIBLE SIGNAL SHALL BE 1505 ABOVE AMBIENT SOUND LEVEL. L -, UNLESS OTHERWISE INDICATED SPECIFICALLY ON PLANS. 5. TERMINATION AND PATCH PANELS 3.THE APPLIANCE SHALL BE A WHITE HOUSING WITH THE WORD"FIRE"IN RED UNLESS O 3 SINGLE POLE SWITCHES:204MP-120-277V:HUBBELL"HBLIZZIPL" C MANUFACTURERS:SUBJECT TO COMPLIANCE WITH REQUIREMENTS,PROVIDE PRODUCTS BY ONE OF PROHIBITED BY LOCAL CODES OR MALL STANDARDS. _3 M DOUBLE POLE SwITCNES.20AMP-120-277V:HUBBELL'HBLI222PL' THE FOLLOWING: 4.DEVICES SHALL BE WALL OR CEILING MOUNTED AS INDICATED ON THE PLANS. DUPLEX RECEPTACLES:20AMP-125V.HUBBELL"HBL5362° a DUPLEX RECEPTACLES-BLACK:20APP-125V:HUBBELL"14BL53626LK" 1. COPPER CABLES(UTP): R. AT THE FINAL INSPECTION,A FACTORY TRAINED REPRESENTATIVE OF THE MANUFACTURER ISOLATED GROUND RECEPTACLES:20AMP-I25V,HUBBELL"IG5362° a BERK-SEK,INC. OF THE MAJOR EQUIPMENT SHALL DEMONSTRATE THAT THE SYSTEM FUNCTIONS PROPERLY GFCI RECEPTACLES:20AMP-125V. HUBBELL'GF5362A' b. BELDEN IN EVERY RESPECT. FLOOR BOXES:HUBBELL 3-2527/29 WITH 5-3925 BRASS COVER' C. MOHAWK t H d. GENERAL tin E. DEVICE COVER PLATES SHALL BE PASS AND SEYMOUR SERIES"RP°OR EQUAL BY EAGLE ELECTRIC . UNIPRISE 5. THE CONTRACTOR AND/OR THE SYSTEMS MANUFACTURER'S REPRESENTATIVES SHALL MFG.CO. PROVIDE A TYPEWRITTEN"SEQUENCE OF OPERATION"TO THE TENANT. 2. MODULAR JACKS 6 FACEPLATES, OTHER EQUIVALENT DEVICES WITH MATCHING COVER PLATES MAY BE FURNISHED AS APPROVED BY a LEVITON T. BEFORE FINAL APPROVAL OF THE FIRE ALARM SYSTEM IS REQUESTED, PROVIDE THE HUBBELL A. HUBBELL ARCHITECT, IN WRITING,A STATEMENT THAT ALL REQUIREMENTS OF THE CITY BUILDING 4. ORTRONICS INSPECTION AND FIRE DEPARTMENTS HAVE BEEN MET IN THE INSTALLATION OF THE FIRE 1 , 1 F. WIRING DEVICES,UNLESS OTHERWISE PROPERLY AUTHORIZED,SHALL BE SAME MANUFACTURERS d. PANDUIT ALARM SYSTEM. W ONLY;NO ADDITIONAL MANUFACTURERS SHALL BE PERMITTED UNLESS SPECIFICALLY AUTHORIZED e. UNIPRISE BY TENANT OR TENANT'S REPRESENTATIVE. C D. HORIZONTAL CABLES FOR VOICE/DATA/VIDEO INFRASTRUCTURE, U. SUBMIT TO THE TENANT, UPON COMPLETION OF THE SYSTEM INSTALLATION, A ;; I. LISTED AS COMPLYING WITH CATEGORY 6 OF TIA/E14-560-C G. LOW VOLTAGE CONTROL DEVICES SHALL BE AS NOTED ON DRAWINGS OR AS REWIRED. . CONTRACTOR'S FIRE ALARM SYSTEM CERTIFICATION AND DESCRIPTION FORM AS OUTLINED p1Z v 2. CONDUCTORS:NO.23 AWG,SOLID COPPER,THERMOPLASTIC-INSULATED. BY NEPA 72,AND AN APPROVED INSPECTION FORM FOR THE FIRE ALARM PORTION OF THE 2 C 26 29 13 MOTOR CONTROLLERS . SYSTEM. 3. UTP CABLE:FOUR-PAIR,INDIVIDUALLY TWISTED PAIRS OF CONDUCTORS;COLOR-CODED; A. FURNISH AND INSTALL MOTOR CONTROLS, INCLUDING STARTERS,SAFETY DEVICES AND REMOTE ENCLOSED INA JACKET. e CONTROL STATIONS,UNLESS FURNISHED BY EQUIPMENT MANUFACTURER IN PRE-WIRED ASSEMBLIES. 4. CABLE RATING:PLENUM-LISTED FOR USE IN AIR-HANDLING SPACES,NON-PLENUM IN OTHER (END OF ELECTRICAL SPECIFICATION) OIC AREAS. C O i B. FURNISH AND INSTALL MANUAL MOTOR STARTERS WITH OVERLOAD RELAYS IN EACH LINE CONDUCTOR 5. CABLE COLOR CODING:BLUE FOR DATA,YELLOW FOR VOICE,AND WHITE FOR VIDEO. W D= FOR FRACTIONAL HORSEPOWER MOTORS NOT EQUIPPED WITH BUILT-IN RUNNING OVERCURRENT PROTECTION,NOT REQUIRING AUTOMATIC CONTROLLERS. E. WORKSTATION OUTLETS:SINGLE CATEGORY 6 JACK CONNECTOR MOUNTED IN FACEPLATE. O E S C MANUAL MOTOR STARTERS SHALL INCLUDE OVERLOAD RELAYS IN EACH LINE POLE,SIZED TO TRIP I. FACEPLATE:HIGH IMPACT PLASTIC.COLOR TO BE WHITE. N()y SWITCH AT 125%OF MOTOR FULL LOAD RUNNING CURRENT,NEON PILOT LIGHTS,AND NEMA Z. MOUNTING:FLUSH,UNLESS OTHERWISE INDICATED. ENCLOSURES,AS MANUFACTURED BY GENERAL ELECTRIC,ALLEN BRADLEY,CUTLER HAMMER, 3. LABELING:SHALL HAVE INTEGRAL LABEL WITH LABEL COVER. E 30 SIEMENS,OR SQUARE-D. 4. JACK SPACES:AS INDICATED ON THE DRAWINGS WITH ANT NECESSARY BLANKS. BLANKS SHALL MATCH FACEPLATE COVER. N S D. FURNISH AND INSTALL AUTOMATIC MOTOR STARTERS FOR ONE(I)HP OR LARGER SINGLE PHASE AND THREE PHASE MOTORS OR MOTORIZED EQUIPMENT FURNISHED WITHOUT STARTERS,REQUIRING F. WIRING METHOD.INSTALL HORIZONTAL CABLING IN RACEWAY EXCEPT WITHIN RACKS AND AUTOMATIC STARTERS FOR CONTROL REGARDLESS OF HORSEPOWER RATING.THREE PHASE ENCLOSURES, IN ACCESSIBLE CEILING SPACES,AND ROOTED VERTICALLY IN GYPSUM BOARD 0 STARTERS SHALL HAVE ANTI-SINGLE PHASING,UNDERVOLTAGE PROTECTION,AND PHASE REVERSAL PARTITIONS,WHERE OPEN-CABLE WIRING METHOD MAT BE USED.CONCEAL RACEWAY AND CABLING PROTECTION RELAYS EITHER INCLUDED IN STARTERS OR WIRED TO STARTER CONTROL CIRCUIT. EXCEPT IN UNFINISHED SPACES.IN ACCESSIBLE CEILINGS,USE APPROPRIATELY SIZED J-HOOKS TO SUPPORT THE CABLING EVERY FOUR FEET(MAXIMUM). E. PROTECTIVE RELAYS SHALL HAVE ADJUSTABLE TIME-DELAY RELAY IN CIRCUIT TO AVOID NUISANCE SHUT DOWNS.TIME MARK OR SIMILAR EQUIPMENT IS ACCEPTABLE,IF PROTECTION IS NOT PART OF G. INSTALL CABLE USING TECHNIQUES,PRACTICES,AND METHODS THAT ARE CONSISTENT WITH STARTER.DO NOT RELY ON PROPERLY-SIZED FUSES AND MOTOR STARTER OVERLOAD HEATERS CATEGORY 6 RATING OF COMPONENTS AND THAT INSURE CATEGORY 6 PERFORMANCE OF COMPLETED 6661 EETNOmESTATEEEwwcnESUA ALONE TO AVOID SINGLE-PHASING BURNOUTS. AND LINKED SIGNAL PATHS,END TO END. F. FURNISH AND INSTALL CONTACTORS,CONTROL RELAYS,PUSHBUTTON STATIONS,SELECTOR H DO NOT BEND CABLE IN HANDLING OR IN INSTALLING TO SMALLER RADII THAN MINIMUMS SWITCHES,PILOT LIGHTS,FUSES AND SIMILAR CONTROL AUXILIARIES AS SHOWN ON DRAWINGS RECOMMENDED BY MANUFACTURER. AND/OR REQUIRED TO PROVIDE PROPER CONTROL AND ISOLATION BETWEEN VARIOUS AUTOMATIC CONTROLLERS AND EQUIPMENT SHOWN ON THE DRAWINGS. I. HORIZONTAL CABLES:LABEL CABLES AT THE WORK AREA END AND AT THE CLOSET END WITH THE PATCH PANEL PORT NUMBER.LABEL EACH GABLE WITHIN 3 INCHES OF EACH TERMINATION,WHERE IT G. CIRCUIT BREAKERS FEEDING MOTOR LOADS SHALL BE HACR TYPE. IS ACCESSIBLE IN A CABINET OR JUNCTION OR OUTLET BOX,AND ELSEWHERE AS INDICATED. STORE NO: H. EQUIPMENT SHALL BE SAME MAKE AS MOTOR STARTERS.PUSHBUTTON STATIONS,SELECTOR J. WORKSTATION:LABEL CABLES WITHIN OUTLET BOXES AND NEATLY TYPED ON THE INTEGRAL LABEL SWITCHES,PILOT LIGHTS:HEAVY DUTY,OIL TIGHT,STANDARD SIZE,WITH TRANSFORMER TYPE IN THE FACEPLATE WITH THE PATCH PANEL PORT NUMBER. - PILOT LIGHTS,FLUSH MOUNTED WHERE PRACTICAL. K. WARRANTY PERIOD FOR COMMUNICATIONS CONNECTIVITY(INCLUDING COPPER):MANUFACTURER'S PROJECT LOCATION: I. OVERLOAD DEVICES,INCLUDING EQUIPMENT FURNISHED UNDER OTHER CONTRACTS,SHALL BE SET STANDARD,BUT NOT LESS THAN 25 YEARS FROM DATE OF CONTRACT COMPLETION. AND AOJusrev To suer ruE LOAD CONDITIONS WASHINGTON SQUARE 26 51 00 INTERIOR LIGHTING 28 31 11 DIGITAL ADDRESSABLE FIRE ALARM SYSTEM 9585 SW WASHINGTON A. INSTALL LIGHTING FIXTURES AS SHOWN ON THE DRAWINGS. A. NEW MICROPROCESSOR CONTROLLED FIRE DETECTION SYSTEM APPLIANCES SHALL BE SQUARE RD INSTALLED AND CONNECTED TO EXISTING LANDLORD FIRE ALARM SYSTEM IN ACCORDANCE SPACE#F01 B. LIGHTING FIXTURES SHALL BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES AND WITH THE SPECIFICATIONS AND DRAWINGS,AND AS REQUIRED BY THE LOCAL AUTHORITY. BALLASTS SHALL BE CBM CERTIFIED BY ECL. PORTLAND,OR 97223 • B. ACCEPTABLE MANUFACTURERS: C. LAMPS SHALL BE MANUFACTURED BY PHILIPS,()SRAM/SYLVANIA OR GENERAL ELECTRIC.LAMP TYPES SHALL BE BY THE SAME MANUFACTURER. AVAILABLE MANUFACTURERS SUBJECT TO COMPLIANCE WITH MALL SYSTEM REQUIREMENTS. DESIGN TYPE: D. PROVIDE LIGHTING FIXTURES COMPLETE WITH BALLASTS,SOCKETS,LAMPS,END AND TRIM PLATES MANUFACTURERS OFFERING FIRE ALARM SYSTEM THAT MAT BE INCORPORATED INTO THE _ AND MOUNTING ACCESSORIES REQUIRED FOR A COMPLETE FIXTURE INSTALLATION. WORK ARE LIMITED TO COMPATIBILITY WITH THE MALL SYSTEM. E. FURNISH INCANDESCENT AND HIGH INTENSITY DISCHARGE RECESSED LIGHTING FIXTURES WITH C. GENERAL SYSTEM DESCRIPTION: REVISIONS: THERMAL CUT OUTS As REQUIRED BY THE NEC. THE SUPERVISED,CODED, CLOSED-CIRCUIT TYPE SYSTEM SHALL BE SO ARRANGED THAT F. VSE RAPID-START HIGH-POWER-FACTOR ELECTRONIC BALLASTS AND TB LAMPS,UNLESS NOTED PEWEED6v. DATE OTHERWISE.FURNISH SPECIAL LOW TEMPERATURE BALLASTS FOR EXTERIOR MOUNTED FIXTURES. OPERATION OF ONE OF THE AUTOMATIC DETECTING DEVICES WILL REGISTER AN ALARM AT THE FIRE ALARM CONTROL PANEL.THIS WILL CAUSE IMMEDIATE AND CONTINUOUS G. UNLESS OTHERWISE NOTED,LENSES ON FLUORESCENT FIXTURES ARE TO BE ACRYLIC AND A MINIMUM OPERATION OF ALL THE BUILDING ALARM SIGNALS TO SOUND THE GENERAL ALARM SIGNAL, OF 0.125 IN.THICK. UNTIL THE ALARM HAS BEEN ACKNOWLEDGED AT THE CONTROL PANEL. A LANDLORD COMMENTS 04060017 H. RECESSED HID FIXTURES SHALL CARRY A ULR LISTING.THEY SHALL HAVE A THERMAL CUT OUT ON D. BASIC PERFORMANCE: BOTH THE BALLAST AND THE FIXTURE ITSELF. I. USE STEEL WIRE HANGERS FASTENED TO THE BUILDING STRUCTURE TO SUPPORT RECESSED I. ALARM, TROUBLE AND SUPERVISORY SIGNALS FROM ALL REPORTING DEVICES SHALL FIXTURES AT EACH CORNER.(FOUR CORNER SUSPENDED).FIXTURES TO FIT TIGHT AGAINST BE ENCODED ONTO AN NEPA STYLE 4(CLASS B)SIGNALING LINE CIRCUIT. CONSTRUCTION TO ELIMINATE LIGHT LEAKS. 2.INITIATION DEVICE CIRCUITS SHALL BE WIRED CLASS B(NEPA STYLE 5). 3.INDICATING APPLIANCE CIRCUITS SHALL BE WIRED STILE Y(CLASS B). J. WALL-MOUNTED FIXTURES SHALL BE MOUNTED PLUMB WITH BUILDING LINES AND INSTALLED WITH PROPER BOX AND COVER HARDWARE. E. SUBMIT COORDINATED SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL. K. SURFACE-MOUNTED FIXTURES SHALL COVER MOUNTING HARDWARE.USE A CANOPY THAT 15 NO F. ALL REFERENCES TO MANUFACTURER'S MODEL NUMBERS AND OTHER PERTINENT LONGER THAN THE LENGTH AND WIDTH OF THE FIXTURE AND ATA HEIGHT THAT IS NO HIGHER THAN INFORMATION HEREIN IS INTENDED TO ESTABLISH MINIMUM STANDARDS OF PERFORMANCE, REWIRED TO MOUNT FIXTURE ABSOLUTELY VERTICAL.CANOPY FINISH SHALL MATCH FIXTURE FINISH. FUNCTION AND QUALITY. L. STEM-MOUNTED FIXTURES SHALL BE MOUNTED 50 A5 TO BE ABSOLUTELY VERTICAL AND HORIZONTAL.INSTALL AND SUPPORT AS SHOWN ON DRAWINGS. G. THE SYSTEM MUST HAVE PROPER LISTING AND/OR APPROVAL FROM THE FOLLOWING •INDICATES NO REVISION TO THIS SHEET NATIONALLY RECOGNIZED AGENCIES: 27 00 00 GENERAL REQUIREMENTS DRAWN BY: JWH A. PROVIDE MATERIALS, LABOR,TOOLS,TRANSPORTATION INCIDENTALS AND APPURTENANCES TO I. UL, UNDERWRITERS LABORATORIES, INC. 2.NEPA 70,NATIONAL ELECTRICAL CODE(NEC). CHECKED BY: RAP COMPLETE IN EVERY DETAIL AND LEAVE IN WORKING ORDER WORK CALLED FOR HEREIN AND AS INDICATED ON THE DRAWINGS. 3.NEPA 72,NATIONAL FIRE ALARM CODE. 5. MATERIAL AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS: H. MODULAR LABELING.ENSURE THAT ALL SUBASSEMBLIES HAVE THE PROPER LISTING, EACH SUBASSEMBLY OF THE FACP SHALL CARRY THE APPROPRIATE UL MODULAR LABEL.THIS 4 TELECOMMUNICATIONS INDUSTRY ASSOC./ELECTRONIC INDUSTRIES ALLIANCE(TIA/EIA): INCLUDES ALL PRINTED CIRCUIT BOARD ASSEMBLIES, POWER SUPPLIES,AND ENCLOSURE • A/EIA 560A.1,2,AND 3 TELECOMMUNICATION CABLING STANDARD. PARTS. b. TIA/EIA 569 TELECOMMUNICATION PATHWAYS AND SPACES. c. TIA/EIA 606 ADMINISTRATION BO INFRASTRUCTURE ALL EQUIPMENT COMPONENTS SHALL BE NEW, AND THE MANUFACTURER'S CURRENT MODEL. d. COMPL WITH GROUNDING AND BONDING TUE MATERIALS,APPLIANCES, EQUIPMENT AND DEVICES SHALL BE TESTED AND LISTED BY • COMPLY WITH NFFA A 569,569,AND BIC STANDARDS. f. COMPLY WITH NEPA 70. A NATIONALLYVEIZG APPROVALS AGENCY FOR USE AS PART O A PROTECTED PREMISES PROTECTIVE SIGNALING(FIRE SHALL SYSTEM.THELE FOR AUTHORIZED C. FURNISH NEW ANDH LUN-DETERIORATEDMANUF MATERIALS E,A QUALITY NOT LESS THAN SPECIFIED HEREIN. STALLTIONREPRESENTATIVE OF THE LEMANUFACTURER SHALL BE RESPONSIBLE FOR THE SATISFACTORY NEW MATERIAL SHALL HAVE MANUFACTURER'S NAME,MODEL NUMBER,OR OTHER IDENTIFICATION INSTALLATION OF THE COMPLETE SYSTEM. MARKING. D. THE CONTRACTOR SHALL BEAR THE COSTS OF PERMITS, INSPECTIONS TESTS,AND APPROVALS. J. ALL EQUIPMENT AND COMPONENTS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS.CONSULT THE MANUFACTURER'S INSTALLATION E. PROVIDE ON-SITE PERSONNEL TO TROUBLESHOOT AND REPAIR ANY PROBLEMS THAT ARISE DURING MANUALS FOR ALL WIRING DIAGRAMS,SCHEMATICS, PHYSICAL EQUIPMENT SIZES, ETC., CUTOVER AS THEY RELATE TO THEIR INSTALLED SYSTEM. BEFORE BEGINNING SYSTEM INSTALLATION. F. UPON COMPLETION OF THE WORK,FURNISH A WARRANTY FOR COMPONENTS,PARTS,AND K. ALL EQUIPMENT SHALL BE ATTACHED TO WALLS AND CEILING/FLOOR ASSEMBLIES AND ASSEMBLIES AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP.WARRATY SERVICES SHALL BE SHALL BE HELD FIRMLY IN PLACE. PROVIDED BY A CERTIFIED,FACTORY TRAINED REPRESENTATIVE OF THE EQUIPMENT MANUFACTURER FOR 4 MINIMUM OF ONE YEAR OR AS SPECIFIED IN EACH INDIVIDUAL SECTION. L. ALL WIRING SHALL BE INSTALLED IN CONDUIT OR RACEWAY.CONDUIT FILL SHALL NOT 27 05 10 TELEPHONE AND DATA CONDUIT SYSTEM EXCEED 40 PERCENT OF INTERIOR CROSS-SECTIONAL AREA WHERE THREE OR MORE CABLES ARE CONTAINED WITHIN A SINGLE CONDUIT. A FURNISH AND INSTALL A SYSTEM OF CONDUIT RACEWAYS,OUTLET BOXES, PULL WIRES,AND DRAWING TITLE' TERMINAL BOARDS AS SHOWN ON THE DRAWINGS.TELEPHONE SWITCHING APPARATUS,CONDUCTORS, M. CABLE MUST BE SEPARATED FROM ANY OPEN CONDUCTORS OF POWER OR CLASS INSTRUMENTS,MISCELLANEOUS EQUIPMENT AND APPURTENANCES ARE NOT PART OF THIS CONTRACT CIRCUITS,AND SHALL NOT BE PLACED IN ANY CONDUIT, JUNCTION BOX,OR RACEWAY ELECTRICAL AND WILL BE PROVIDED AND INSTALLED BY OTHERS. CONTAINING THESE CONDUCTORS. B. CONDUITS FOR TELEPHONE WALL OUTLETS AND DATA WIRING SHALL BE A MINIMUM OF I"UNLESS SPECIFICATIONS NOTED OTHERWISE. N. WIRING IN CONDUIT SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND NATIONAL CODES (E.G., NEC ARTICLE 760)AND AS RECOMMENDED BY THE MANUFACTURER OF THE FIRE C FURNISH AND INSTALL A 3/4°THICK,FIRE-TREATED,PLYWOOD TELECOM BACKBOARD AT LOCATION ALARM SYSTEM.NUMBER AND SIZE OF CONDUCTORS SHALL BE AS RECOMMENDED BY THE SHOWN ON THE DRAWING,PAINT WITH FIRE RETARDANT"P-IB"OR AS DIRECTED BT TENANT'S FIRE ALARM SYSTEM MANUFACTURER,BUT NOT LESS THAN XIS AWG(1.02 MM)FOR CONSTRUCTION MANAGER.TUE PLYWOOD BACKBOARD SHALL BE SECURELY ATTACHED TO THE INITIATING DEVICE CIRCUITS AND SIGNALING LINE CIRCUITS,AND 912 AWG(163 MM)FOR BUILDING WALLS TO SUPPORT RELAY PANELS,TERMINAL BLOCKS AND OTHER HARDWARE WEIGHING INDICATING APPLIANCE CIRCUITS. a APPROXIMATELY 10 POUNDS PER SQUARE FOOT. DATE ISSUED: D. CONDUIT RUNS FOR DATA AND TELEPHONE SHALL BE CONTINUOUS WITH NO JUNCTION BOXES EXCEPT 0 ALL WIRE AND CABLE SHALL BE LISTED AND/OR APPROVED BY A RECOGNIZED TESTING 44 AS NOTED ON DRAWINGS.THIS INCLUDES BUT 15 NOT LIMITED TO RUNS BETWEEN TELEPHONE AGENCY FOR USE WITH A PROTECTIVE SIGNALING SYSTEM. 04/07/1 7 BOARD,MANAGER'S OFFICE,SOUND SYSTEM,CASHWRAPS AND TELEPHONE SETS. E. FURNISH AND INSTALL PULL STRING IN EMPTY CONDUITS.LABEL CONDUITS FOR PURPOSE DESIGNATED. PROJECT NO: F. FURNISH AND INSTALL 06 COPPER GROUND WIRE FROM TELECOM BACKBOARD TO RESPECTIVE 120/200 170128 E VOLT TENANT PANELBOARD-GROUND PER TELEPHONE COMPANY'S REQUIREMENTS. G. OUTLET BOXES TO BE 4"SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. DRAWING NO: _ E5. 1 NOT USED N ELECTRICAL SPECIFICATIONS A 9 OWNER: 1 1401 sde01n6 aw20wttBd09awe.opwSn9 m•Una-04dyscheduled les en se lace;scheduling blbad6iiWde91k el24Ma.bm ManusONnmwyedn.loMd*p.nn.. 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Pon 109.150 Pegese Oen:E20 9 10.0c0MWy 1nasnm..W k1Al.dybalt mos an 1304 004bMv1 Manual ON eon/Mien Mem relates.paprseelon:t44 ,.,, DRAWING TITLE: y/0190we..seam mane deviosi46100l Mae w0an6ceryla00WIND off*bin 30fr..o fmattowds*wag4spae. ENERGY CODE 060.1.00.WoofteoW:EU-____-_ _--_-_-- FORMS 9 12Adtla0almdMn M emoe*e Newt cone0 de*wteden.rdlyturns.ph69i.1*n 30eaw.........219a 40210 era 11.4a6mYd 00600 IMaalelby Ran NON.off Jlen 30 miao*otbeig ac16*W is Malted:l a.9a9e ad supply ream,*b 1000 scow.tea a Pane lls0We pagers*E2.0a. ........ se 13.Occuyre override.M .dc 46NIg daAiapa0b,an abwldy scheduled bene nmpa.ra an 1.610 machine device DATE ISSUED: O 0:1)le ready s2)oba,2)a located en Data person using the device can seethe Vas or waw 1n*o*d bbN snack or 44 a by the areaWag p ON is 080.0.80100 3)10 mow*080,100,0 alma wylpng to twain m o for more ben 2 Nags alma en 04/07/17 override a.6104.and 511900619 are...needing 2 W 0 apse rel. J 1..10040.p W.a:in..111.2.2.41.aaea.aa.0 4M*1 mw palms.i1.11.11...611.arena,tae cepb.-ay ponies is 1uad,aenee 96 0p0000100.0800002 cam. PROJECT NO: flYe reference l :ger AnalbeNe 170128 _..___ .__._... ._.. _AAAA. AAAA... AAAA. ..__. DRAWING NO: Proal Tile I6OUC0-niadd'opmeeNw RepoOdea:003 E6.O OW fanmc PTU004 T0124 UNT-Wa91000 534 P00rdd.dMa_Conwem1Cm001EP1T01�OD_01.ed Page ENERGY CODE FORMS A 6 Q THERMOSTAT CONNECT TO EXISTING CONTR CONTRACTOR I. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES,TOOLS, TRANSPORTATION, INCIDENTALS 17. ALL ROOF CUTTING, PATCHING AND FLASHING REQUIRED SHALL BE BY A LANDLORD APPROVED I. ALL DEC COMPONENTS FURNISHED BY LANDLORD'S CONTROLS CONTRACTOR AT TENANT'S OWNER: 05 SENSOR COORD COORDINATE AND DETAILS NECESSARY TO PROVIDE A COMPLETE AND FULLY OPERATIONAL MECHANICAL SYSTEM ROOFING CONTRACTOR AT MECHANICAL CONTRACTOR'S EXPENSE.COORDINATE ROOF PENETRATIONS MECHANICAL CONTRACTOR'S EXPENSE AND INSTALLED BY MECHANICAL CONTRACTOR.VAV CONTROLS ?, CARBON DIOXIDE SENSOR ® SUPPLY DIFFUSER CS SUUPPLYSER WATER CONDITIONS.OWN ALLTHE DRAWINGS,CALLED WORK NOT SPECIFICALLYYRIN THE NOTED ASPECIFICATIONS AND AS BEING PROVIDED BY THREQUIRED BY THE E LANDLORD SHALL WITH LANDLORD PRIOR TO BIDSAND4NC UDEETHHEVERIFY AND COST OF THISWORKNETHISUBIDMENTS WITH MUST BE PROVIDE ALLEMANUALSRFACED AAND INSTRUCTIONS TOITH LANDLORD'S BMS S HE STOREMANAGERNT ERATURE(INSTRU TE HER STORE AT EV AFF UNTUCKIt k- CR CONDENSER WATER BE PROVIDED BY THE MECHANICAL CONTRACTOR.ALL WORK(MATERIALS, FABRICATION, MANAGER ON OPERATION UPON TURNOVER)AND THE PROJECT MANAGER(FOR THE CLOSEOUT SD DUCT SMOKE DETECTOR El RETURN GRILLE RETURN INSTALLATION, ETC.)SHALL COMPLY WITH THE APPLICABLE SECTIONS OF ALL STATE AND LOCAL 18_ ALL MECHANICAL EQUIPMENT, PIPES AND DUCTS, PENETRATING AND/OR LOCATED ON ROOF SHALL SHIRTS DESIGNED TO CAS CHILLED WATER PACKAGE). 0-1..UNDERCUT DOOR SUPPLY CODES(MECHANICAL CODE,BUILDING CODE, ENERGY CODE, ETC.)AND THE LATEST EDITION OF BE PAINTED TO MATCH COLOR OF ROOF.USE THE APPROPRIATE COATS OF PRIMER PRETREATMENT, BE WORN UNTUCKED. El EXHAUST GRILLE/FAN SMACNA. PRIOR TO FINAL COAT.THE FINAL COAT OF THE ROOF MATCHING COLOR SHALL BE APPROVED BY 2- CONNECT MEDIUM PRESSURE DUCTWORK TO EXISTING MEDIUM PRESSURE SUPPLY AIR DUCTWORK AS ?-CCS DUCT OFFSET CAR CHILLED WATER LANDLORD CONSTRUCTION COORDINATOR.SPACE NUMBER SHALL BE PERMANENTLY MARKED ON ALL375 WEST BROADWAY RETURNCOORDINATE LCAT ON, PLAN AND EXTEND TO VAV POR.TRANSITION AN AS REQUIRED.FIELD VERIFYNTSIZE, CIO SUPPLY DUCT-UP ® ACCESS DOOR DCW DOMESTIC COLD 2 READ THE SPECIFICATIONS WORK WITH AND REVIEW DRAWINGS FOR ALL DIVISIONS I WALL.SUBCONTRACTORS NA ORD ROOF-MOUNTED EQUIPMENT. LANDL APPROVED, IONTRACION, FOROR BARLATI ANO ALN OTEER APQAT TEN NT MECH NSE NEW VORK.NV,10012 WATER SCHEDULE MPL TES WI OF BIND BETWEEN ALL CONTRACTORS DPROVIDE ALO KEWEELLLANDLORDRAAPPROVED CONTRACTOR FOR INSTALLATION OF ANY NEW TAP AT TENANT MECHANICAL ® SUPPLY DUCT-ON WITH EA, LANDLORDNSET I BID NTS, CEILINGENTN.FIELD VERIFY AND COORDINATEDIWORK BETWEEN THE 19. O FURNISH AND INSTALL IDENTIFICATION ON ALL EQUIPMENT MOUNTED OUTSIDE OF SPACE(ON ROOF CONTRACTOR'S EXPENSE. 4J SPIN-IN FITTING DPP DIFFUSER TRADES, REQUIREMENTS, HEIGHTS AND EXISTING CONDITIONS PRIOR TO THE OR GRADE).PROVIDE PLASTIC LAMINATED PLATE OR STENCIL WITH A MINIMUM OF 4"HIGH BLACK ARCHITECT/ENGINEER: RA OR EXH.DUCT UP DISC DISCONNECT START OF WORK OR ORDERING OF EQUIPMENT LETTERS, INDICATING TENANTS NAME AND SPACE NUMBER.VERIFY REQUIREMENTS WITH LANDLORD. 3. FPVAV-I:MECHANICAL CONTRACTOR SHALL PROVIDE LANDLORD APPROVED FAN POWERED I=1 RA OR EXH.DUCT ON If( SPIN-IN FITTING W/ ON DOWN VARIABLE-AIR-VOLUME BOX.VERIFY MODEL NUMBERS AND ELECTRICAL REQUIREMENTS PRIOR TO t]L DPR DAMPER dj ELBOW TURNING VANES MANUAL BALANCE DPR EA EACH 3. VERIFY ALL CONDITIONS IN FIELD PRIOR TO BID.VISIT JOB SITE AND BE FAMILIAR WITH LANDLORD 20. REFER TO ARCHITECTURAL SHEET A114 FOR STRUCTURAL SUPPORT DETAILS. INSTALLATION.VAV BOX SHALL BE CONNECTED TO THE LANDLORD'S MAIN AIR DISTRIBUTION REQUIREMENTS AND EXISTING CONDITIONS.NO ALLOWANCE WILL BE MADE FOR EXTRAS DUE TO EXH EXHAUST SYSTEM WITH DUCT SIZES AS SHOWN,PROVIDE WORKING CLEARANCE AS SPECIFIED BY THE --- FIRE DAMPER(F DPR) FLEX DUCT CONNECTION FAILURE TO VISIT THE JOB SITE AND/OR FAILURE TO PREDETERMINE ALL REQUIREMENTS IMPOSED 21. MECHANICAL CONTRACTOR SHALL PERFORM STARTUP ON ALL HVAC EQUIPMENT AND CONTROL MANUFACTURER.PROVIDE A MINIMUM OF 4 DUCT DIAMETERS OF STRAIGHT DUCT ON INLET OF VAV .§.§ 2--j--t F DPR FIRE DAMPER BY THE LANDLORD, EXISTING CONDITIONS OR OTHER AUTHORITIES.REFER TO RESPONSIBILITY SYSTEM.PRIOR TO ENERGIZING ANT HVAC UNIT FOR PERMANENT OR TEMPORARY HEATING OR BOX.LANDLORD CONTRACTOR TO FURNISH CONTROLS AT TENANT'S MECHANICAL CONTRACTOR'S E E MANUAL BALANCE DPR FLEX FLEXIBLE(E)/EX. EXISTING FLR FLOOR SCHEDULE ON SHEET G1.2 FOR MORE INFORMATION. COOLING,MECHANICAL CONTRACTOR MUST HAVE APPROVAL FROM TENANT CONSTRUCTION MANAGER EXPENSE.CONTROLS SHALL BE FIELD INSTALLED ON VAV BOX.COORDINATE INSTALLATION WITH d m ?-4-j TRANSITION (R) RELOCATED GC GENERAL CONTRACTOR AND IS REQUIRED TO HAVE COMPLETED STARTUP PROCEDURES AS OUTLINED IN THE LANDORD CONTROLS CONTRACTOR.PROVIDE THREE SETS OF REPLACEMENT FILTERS AND INSTALL + DUCTWORK X"S ROUND DUCT HP HORSEPOWER 4. VERIFY DUCT ROUTING AS EARLY N THE JOB PROCESS A5 POSSIBLE. IF MINOR CHANGES ARE MANUFACTURER PROVIDED INSTALLATION AND STARTUP MANUALS FOR EACH PIECE OF HVAC NEW FILTERS PRIOR TO AIR BALANCE. O .2P AB ABOVE MAX MAXIMUM REQUIRED, NOTIFY TENANT CONSTRUCTION MANAGER IMMEDIATELY. DUCT DIMENSIONS ARE NOMINAL EQUIPMENT. - * ---- (E)DUCTWORK ACCU AIR-COOLED MCA MIN CIRCUIT AMPACI Y CLEAR INSIDE DIMENSIONS.DUCT LAYOUTS ARE SCHEMATIC.FIELD COORDINATE ALL DUCT RUNS 4. DASHED LINE REPRESENTS THE MANUFACTURER'S RECOMMENDED CLEARANCE.THE CONTRACTOR IS ---- GOND PIPE CONDENSING UNIT MIN MINIMUM PRIOR TO DUCT FABRICATION.NO EXTRAS SHALL BE AWARDED FOR DUCT REVISIONS CAUSED BY 22. MECHANICAL CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER TO VERIFY THAT CLEARANCE IS MAINTAINED THE HEIGHT OF THE UNIT. AD ACCESS DOOR LACK OF COORDINATION.ALL RECTANGULAR DUCTWORK SHALL BE LINED AND ALL ROUND DUCT (MINIMUM SIZE 2A:20BC),WHENEVER ANY WELDING IS DONE WITHIN THE DEMISED PREMISES.THE I fir HYDROPIC PIPE AFF ABOVE FINISHED FLOOR MTD MOUNTEDNTS NOT TO SCALE SHALL BE WRAPPED WITH A MINIMUM R-VALUE OF 4.2, 1.0 PCF INSULATION.REFER TO PERSON PERFORMING HE FIRE WATCH SHALL REMAIN IN THE SPACE FOR AT LEAST ONE(I)HOUR 5. INLET AND OUTLET DUCT CONNECTIONS AT VAV BOXES SHALL BE MADE FULL SIZE OF EQUIPMENT (E)HYDROPIC PIPE A� AIR HANDLING UNIT 04 OUTSIDE AIR SPECIFICATIONS FOR MORE INFO. AFTER THE COMPLETION OF ANY WELDING.THIS SHALL BE COORDINATED THROUGH THE LOCAL FIRE OPENING AND SECURELY CONNECTED TO UNIT WITH FLEXIBLE DUCT CONNECTIONS.TRANSITION TO 111 ARCH ARCHITECT RA RETURN AIRDEPARTMENT. DUCT SIZE INDICATED ON PLANS AS REQUIRED. (E)WATER PIPE ODD BACKDRAFT DAMPER 5. ALIGNMENT/PLACEMENT OF HVAC DEVICES IS CRITICAL COORDINATE ALIGNMENT WITH TUE BEL BELOW RAU ROOFTOP UNIT ARCHITECTURAL REFLECTED CEILING PLAN AND LIGHTING PLAN.COORDINATE BOX-OUT LOCATIONS 23. FURNISH AND INSTALL FIRE-RATED PIPE SLEEVES AND SEALS ON ALL PIPING THAT PENETRATES A ---- (E)SANITARY PIPE 5A SUPPLY AIR U. REUSE AS MUCH AS POSSIBLE FROM THE EXISTING SPRINKLER SYSTEM AND ALARM SYSTEM. BLDG BUILDING TV TURNING VANES FOR ALL DRYWALL MOUNTED AIR DEVICES WITH CEILING FRAMING.ORIENT ALL AIR DEVICES TO FIRE-RATED PARTITION. MODIFY SYSTEM A5 REQUIRED TO MEET CODE.THE SPRINKLER HEADS IN THE STORE FRONT AND FP- SPRINKLER PIPE CFM CUBIC FEET PER MINIMIZE VIEW INTO PLENUM/DUCT.CEILING AIR DEVICES TO HAVE BLADE OPENINGS FACING WALL SALES AREA ARE TO BE CONCEALED.FIELD COORDINATE ALL REQUIREMENTS WITH LANDLORD, v TYP TYPICAL MINUTE OR SOFFIT AND WALL AIR DEVICES TO HAVE OPENINGS FACING VP. 24. FIRE PROTECTION PLANS MUST BE ENGINEERED AND WET SIGNED AND SEALED BY A LANDLORD Q RECESSED SPRINKLER HEAD CLG CEILING WaHE WATER-SOURCE HEAT APPROVED, LICENSED, REGISTERED FIRE PROTECTION CONTRACTOR IN THE LOCAL JURISDICTION. EXISTING CONDITIONS AND AUTHORITY HAVING JURISDICTION. O GOND CONDENSATE PUMP 6. SPIN-IN FITTINGS WITHOUT MANUAL BALANCING DAMPERS TO BE USED FOR ALL ROUND BRANCH FIRE PROTECTION CONTRACTOR SHALL FIELD VERIFY AND COORDINATE REQUIREMENTS WITH • CONCEALED SPRINKLER W/ WITH "/. SPRINKLER HEADS SHOWN FOR REFERENCE ONLY.LICENSED FIRE PROTECTION PROFESSIONAL TO HEAD CONT CONTINUATION TAPS AT INACCESSIBLE LOCATIONS WITH BALANCING REQUIRED WITHIN TWO(2)FEET OF DIFFUSER LANDLORD PRIOR TO BID AND INCLUDE THE COST OF THIS WORK IN THIS BID. DETERMINE ACTUAL AMOUNT AND LOCATION OF HEADS.ALIGN SPRINKLER HEAD LOCATIONS WITH C WITH PLASTER FRAME.FLEX DUCT TO BE A MAXIMUM OF 5'-0°LONG AND SHALL BE INSULATED. LIGHTS AND OTHER CEILING ELEMENTS.COORDINATE WITH LANDLORD AND TENANT. N.T.S. 25. FIRE PROTECTION CONTRACTOR SHALL MODIFY SPRINKLER HEADS AND PIPING FOR NEW TENANT HVAC LEGEND AND ABBREVIATIONS S 7. PROVIDE AS-BUILT DRAWINGS ALONG WITH ALL EQUIPMENT SHOP DRAWINGS, INFORMATION ON STORE LAYOUT.RUN HYDRAULIC CALCULATIONS AS REQUIRED.REFER TO SPECIFICATIONS.DESIGN B. EXISTING UTILITIES(DUCTWORK, PIPING,CONDUIT, ETC.)TO REMAIN_TYPE AND ELEVATION ARE AS Cz - THERMOSTATS,CONTROL WIRING DIAGRAM5 AND OTHER PERTINENT INFORMATION TO LANDLORD NEW LAYOUT TO MEET NFPA 13, LOCAL AUTHORITY HAVING JURISDICTION AND LANDLORD NOTED.FIELD VERIFY EXACT LOCATION, ELEVATION, SIZE AND ALL OTHER REQUIREMENTS. T 0_nN AND TENANT AT COMPLETION OF PROJECT. REQUIREMENTS. y B. FURNISH AND INSTALL STRUCTURAL STEEL REQUIRED TO SUPPORT EQUIPMENT AND COORDINATE 9. EF- W1:MECHANICAL CONTRACTOR TO FURNISH AND INSTALL EXHAUST FAN,COMPLETE WITH INTEGRAL C m e BACKDRAFT DAMPER.EXHAUST CAPACITY SHALL BE 75 CFM AT 0.5"S.P.INSTALL AND SECURE PER /^ N`O LOCATIONS AND REQUIREMENTS WITH THE LANDLORD REPRESENTATIVE.COST OF THIS WORK AND MANUFACTURER'S INSTRUCTIONS,EXTEND TO THE EXISTING LANDLORD EXHAUST DUCT.FIELD v I 1y ANY STRUCTURAL ENGINEERING FEES REQUIRED SHALL BE INCLUDED IN THIS BID. VERIFY EXACT LOCATION AND REQUIREMENTS. 9. ALL EQUIPMENT, PIPING AND/OR DUCTWORK NOT BEING USED OR SHOWN TO REMAIN IS FULLY e O E S REMOVED AND NOT ABANDONED.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. N U o 10. ANY EXISTING WALL, FLOOR OR CEILING SURFACE THAT 15 DAMAGED DURING CONSTRUCTION SHALL CI 3 BE REPAIRED TO MATCH NEW AND/OR EXISTING CONDITIONS. L 1 I. COMPLETELY INSTALL ALL ACCESSORIES PER EQUIPMENT MANUFACTURER RECOMMENDATIONS, r INCLUDING ALL TEMPERATURE CONTROL CONNECTIONS.PROVIDE ALL MISCELLANEOUS MATERIALS AND LABOR REQUIRED TO COMPLETE THIS WORK PER MANUFACTURER PROVIDED INSTRUCTIONS. .11,11E ARCHITECT/EXOIHEEP(.111.51,0 RESPOMMUTI On',GM'FOR VE USE Of 12. BALANCE ALL HVAC SYSTEMS TO AIRFLOW VALUES(CFM)NOTED ON PLANS AND PROVIDE AIR BALANCING REPORT TO TENANT FOR ALL HVAC SYSTEMS.CAREFULLY FOLLOW SPECIFICATIONS FOR AIR BALANCE WORK.MECHANICAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE SEAL.1145 MAO.USE IS ONLY APPLICABLE el REQUIREMENTS PRIOR TO BID AND INCLUDE THE COST OF THIS WORK IN THIS BID. AREAS MEE-MOINE SIATED DESIGN MM.. 13. FURNISH AND INSTALL ACCESS PANELS AS DIRECTED AND AS SPECIFIED BY TENANT FOR ALL EQUIPMENT OR OTHER ITEMS REQUIRING ACCESS.VERIFY AND COORDINATE PLACEMENT OF ACCESS WITH EQUIPMENT SERVICE CLEARANCES AND WITH TENANT CONSTRUCTION MANAGER. I4. PRIOR TO MAKING ANY PIPE OR DUCT ROOF PENETRATION OR POSITIONING ANY EQUIPMENT ON THE ROOF,ALL PROPOSED LOCATIONS AND/OR PENETRATIONS SHALL MATCH LOCATIONS INDICATED ON STORE NO: THE LANDLORD APPROVED PLANS AND SHALL BE FIELD VERIFIED AND APPROVED BY LANDLORD FIELD REPRESENTATIVE- - 15. ALL EQUIPMENT TO BE SUPPORTED FROM STRUCTURAL MEMBERS.NO WEIGHT CAN BE PLACED ON PROJECT LOCATION: THE ROOFING MATERIALS OR INSULATION. WASHINGTON SQUARE I6. FURNISH AND INSTALL TEMPORARY WEATHERPROOFING OF ALL ROOF PENETRATIONS, UNTIL LANDLORD APPROVED ROOFING CONTRACTOR HAS MADE THE FINAL PATCH.VERIFY REQUIREMENTS 9585 SW WASHINGTON WITH LANDLORD. SQUARE RD SPACE#F01 , N.T.S. PORTLAND,OR 97223 NOT USED - R MECHANICAL GENERAL NOTES G MECHANICAL CODED NOTES® C DESIGN TYPE: E C O A REVISIONS: 0 REWIRED BV. DATE LANDLORD COMMENTS (1/26/2011 L- 1 'L --7 I QB (E)PLUMBING VENT UPINDICATES NO PENSION TO DV SHEET THROUGH DECK J (N,1,C)c B'.0 1120 A (TTP.) III FPv4v-10 M2.o DRAWN BY: CMH • m(E)ROOF DRAIN DROP TO 1 I `, CHECKED BY:JTP REM AF ORATED AT \ ❑ C r 20"zl4"� B 018"zl2" - 14 zl2' - I t, 5D-2 Z • o z s2 0 100 6 d rT l B 0 m - `C`) ';C 610 Io'• •4 I ..• 4 - I• - LJ • '1 I • - - - - SCC E.. S20 N - 5D-I - - -a, a 5002 20 215 B"9 220 V n OM(TYP.) 100 8"9 8'S M20 (TYP.) L yl z 6 0 , tai 11 K p .x p CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED N M1 .4 SEISMIC AND STRUCTURAL SUPPORTS FOR ALL HVAC • RG-I SUUIPMENT, (.REQ, PIPINP, EOR.GOOVITE LATERAL • '-2 II I RG-II I ISALE51 \<-1 I I S SUPPORT AS REQUIRED PER OREGON STRUCTURAL SD-I SPECIALTY CODE 2014 SEISMIC DESIGN CATEGORY D. RG-2 -,. FIELD VERIFY AND COORDINATE ALL REQUIREMENTS WITH FPVAV-1 p� 1 -__4 Ili 215 B yl • AUTHORITY HAVING JURISDICTION. M2.0 /y 5 SD-3 50_ (TYP.O. 50-2 1 3 - (TYP)( 7 LL DRAWING TITLE: B"m MECHANICAL - IEK=6'm a a,-' PLAN AND II • 'I I• • 'I 12 • NOTES SD-I 1... i 1 _s L ®T- -= z I I DATE ISSUED: p 04/07/17 i a (TYP.)MBO ( 9 U IS RE5 ©(E)DCW SUPPLY LINE AT LL (ADJACENT TENANT( I PROJECT NO: 13'-0^�A.F.F.- (N.Lc) /✓' INVFIELD ALL CONDITIONS BI NS NAE)13-0+SPALL SPRINKLER LINE u_ jjjj/ /jj�jjj�jjX///i IN PRIOR TO BIDS.NORTH DRAWING N012g a � � 1 �r M M1 .o 27 MECHANICAL PLAN vaD -r-oD A OWNER: DESIGN WEATHER PARAMETERS FAN SCHEDULE-RESTROOM AIR DISTRIBUTION SCHEDULE VAV UNIT SCHEDULE-FAN POWERED MARK EF-I MARK CATALOG SIZE MOUNTING MATERIAL BORDER NOTES MARK VAV-) UNTUCKit► Ply Nome__.........._._...........__........_..._.._......._......_..............._..._...._._reeSaM MANUFACTURER GROAN NUMBER MOD. SIZE CEILING OTHER STEEL ALUM, STYLE MANUFACTURER -CRANE SHIRTS DESIGNED TO • Welke lke.__..._......_.._. _.......................... .._..........---..... MODEL LSO D PRIDE 4'-0" B.OVAL • A I MODEL 3 VPEFI6 BE WORN UNTUCKED- LNlade.. ....._.._._.__..._......._._......_._._._......_.............._......_....._. 46.4 D.H. TYPE CEILING SO5100 2-SLOT FAN SIZE 0650 LOIIgIIde ........._.__._..._-..._._......_._._._......_...._..................._._._...121.4 D.H. DRIVE TYPE DIRECT SD_2 PRICE 24 x24" 6"0 375 WEST BROADWAY ENytllon,,,, -------- . . 04.4 4 SPD " C INLET SIZE I6' NEW YORK.NV,10012 PERFORMANCE SrereMlONI41 D1y-B1b�._.....�.............._._.._.._.._........._........._.._....K4 F AIR FLOW(CFM) 75 513-3 PRICE 12'x12" 6'0 • • A AIR VALVE MAX.FLEW AIR VALVE MIN FLOW(CFM)) ;560 ARCHITECT/ENGINEER: *r'aD MONO ...................... ................ 975 ..........._.�..._.... ....}SJ 7 EXT.STATIC CIN W.G.) O.5 000 A FAN SPEED(RPM) 750 RG-1 500100 24-0" • FAN PERFORMANCE WYOerOM1yI Wer-0W.............._.............__.._.................._......_....._.._._.-.....181'F SLOT AMWphedc demo:Par neer_._...._...._............. .............._..............._....,1.04 ELECTRICAL - BGs 24"424" 22"x22" • •• C AIR FLOW(CFM) 1,315 PRIDE „ Average awed RM..... ....._._..._......._._...........-..............._....._..............6.=4 VOLTS/0/HZ 120/1/60 530 EXT.S.P.(IN.W.C.) 0.25 "" Sol CaIBKIO ,._.._....._....._._.._._...._._.._._......._.._.........._......__....._..4J 4 baI/81,8°F) FAN MOTOR WATTS 100 NOTES(APPLY TO ALL AIR DISTRIBUTION DEVICES). FAN MOTOR(AP) 5 LOCM TiE0Zone '7NtI Nheun)-............._._._................_..._........._.............L4 Win APPROX.WEIGHT(LBS) 23.1 Co/older Dwight SDeS Tiro..__.._....__.__.....__-..............._........._.............NO SERVES RESTROOM SYMBOL KEY/MARK. ELECTRIC HEAT i c $tIWMOn WeerMrDah._.......___.__.... .........................................__naaaWA ACCESSORIES I FIRST LETTER-5-SUPPLY R-RETURN E-EXHAUST O Current Delet........_......_......._-..-.......-.�.._..-_-_....-...2404 AlHMABIW1Aaea SECOND LETTER'3-DIFFUSER R-REGISTER G-GRILLE INPUT(KW) 10.00 a j D.Ygn C004q Morals.............__..._.......__..._.__...._.........alMaliyb DwwrOR NOTES A,B OUTPUT(MBH) 34.150 ; CATALOG NUMBERS REFER TO PRICE AIR DEVICES. STAGES 2 I. PROVIDE WITH INTEGRAL BACKDRAFT DAMPER, PROVIDE DIRECTIONAL BLOW FOR AIRFLOW OTHER THAN 4-WAY.SEE DETAIL ON THIS VOLTS/a/HZ 205/3/60 • Nr 8Yetem Information PLUG TYPE DISCONNECT SWITCH AND SPEED Nr SJaem Nana ., -_.VAV Number d2aas -.. _...1 SHEET. w .... GENERAL. ELECTRICAL _ • EqualwICIass .UMW Float ..... _.. e.Orme)fl" 2. GENERAL CONTRACTOR TO FURNISH AND INSTALL SEE ARCHITECTURAL SHEETS FOR FINISH COLOR, IF NO COLOR IS SPECIFIED, PROVIDE VOLTS/a/NZ/HIRE 208/3/60/4W • Typo ..... ._.....ffiGV Laelala ...... PONerIa 0rgerl VIBRATION ISOLATION 45 REQUIRED. STANDARD WHITE. FULL LOAD AMPS 32.36 SntgCataate.MIamaon NOTES: S BORDER STYLE. ELECTRIC HEATER AMPS 34.7 Zone Spa.Sp. Siang WOW: A. INTERLOCK OPERATION WITH LIGHTS. A.SURFACE MOUNTED. B. FURNISHED AND INSTALLED BY GENERAL MCA(AMPS) 40.45 ZARHCFM 11O alspa.InIavi rem Catalano Manna -.......... Janda°. CONTRACTOR. B. LAY-IN-PROVIDE WITH TITUS MODEL 11TRM-S FRAME FOR DRYWALL CEILING _ grace CFM iitlislpnk ape.load. DAD;Dae Cdcvl4W MOUNTING.SEE DETAIL ON THIS SHEET- MOCP(AMPS) d5 C. LAY-IN FRAME FOR T-BAR CEILING. APPROX.WEIGHT(LBS.) 147 Central Cooling Coll Stang Data NOTES. ACCESSORIES 1,2,4 C I.PROVIDE 505100 WITH ENGINEERED PLENUM AND BUTTERFLY VOLUME CONTROL n Tad col land _.. ... .-.42 tors Load as at.... ...............JIt DAMPER KIT HVCRBEC. NOTES 4,B,C,D C z.7 Tota cad bad _. ..-... ._...60t 0401 OA 013/1/413 ....... ............4141eae F Sasble cal load 41.1 NW EMra9DO/NB .. ....77.11617 F ACCESSORIES, C m N CBI CRA a MI 1400 .. .. 1075 GRA Laming DB/1913 0401661'F I. FIELDRINSTALLED(LML)DDC CONTROLS AND R.LANDLORDANOL w Ma dock CFM .1076 COD Cal ACP .545'F TRANSFORMER RY CTOR TO FURNISHU SCO CONTRACTOR. C _ • 01�a Sum alpealczaw CFM .. ....1676 CFM Dypa.TFator_.... ... ..0100 CONTRACONTRACTOR TO CONTROLS AT MECHANICAL SensasMaret10 .0904 Real0n9RI4 .... ..04 96 Van ._.:... ... ._. ...MG Design alp{te tamp ..... ...67D F CONTRACTOR'S EXPENSE. W Bllafnr4ry .. .. ..II6 Zan T-401 CTed .... tall GC 2. FACTORY DISCONNECT SWITCH. O E 3. FACTORY PROVIDED PNEUMATIC CONTROLS(NC/NO, U n REVERSE/DIRECT ACTING). Water flow®10A'F se..................._.......10.04 WIn Mains lenpaduredaAalal....._.....................OA F 4. FACTORY PROVIDED ELECTRIC HEATER WITH SINGLE POINT y V as PIELD INSTALLED S CONNECTION. 0 I 3 S Central 419084 Coo Sling Data 5. FIELD INSTALLED ADJUSTABLE ROE-I SENSOR. NOTES: Ma cal bad........._.._..-.-..._..........._..........60 MBH Load atm a.....-.........................................Das/110 A. REFER TO CONTROL WIRING SCHEMATICS FOR ANY FIELD CS/CW aDas H� 1676 CRA BTU/016M) as INSTALLED CONTROL DEVICES NOT FACTORY INSTALLED. wn TMssecwrtcrlvwneseaawesseo Ma SO'M .._. .. 1075 CFM Ent MtLr0 D6 !01171.0 F B. UNIT FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. essraxaanroa usaemraaxaoseoa War flow 0129.0'F ora.........................010 8X01 G. MECHANICAL CONTRACTOR TO PROVIDE ALL STRUCTURAL mess wwawnsmsnwccrmxeeaxax SUPPORT. D. CONTROLS FURNISHED BY LANDLORD CONTROLS CONTRACTOR AT BUTE.PROVINCE Pi MUMMY 311..1.111E MECHANICAL CONTRACTOR'S IXPENSE. Supply Fan 617Ing Data xePa.eea3me srxreo asw cNaw Actual ins UM ..... ... ....1676 CRA Fn nob RP... ..... ....--.000 BIP 8arderd CFM .1572 CRA Fn mob kW..... .. ...000 NY Attila ma CFMR' _.. ....170 CFM'R' FaHanC .... .. .....000 it rg Outdoor Ver10101an Alr Data Des*wk.604 .. __.... .......0 CRA CFM'SOrsan _.... _..... .ODO CEASED.p STORE NO: 1F14,1F14, 4m CR.. PROJECT LOCATION: WASHINGTON SQUARE DESIGNCGOLRIG DESIGNFEAIING 9585 SW WASHINGTON GOMM DATAATJI5 MOO FEA71153 DATA ATOM URI VERIFY ALL CONDITIONS SQUARE RD GOOLai OAGO/DS w"F/MST 1EATeO05 DBMS 2x0'FIDIA°F IN FIELD PRIOR TO BIDS. SPACE#F01 1.59147. Wert Seeable Ldrd ZOE LOADS Deli p T (5714121 COs 151911.) 631U/he) PORTLAND,OR 97223 Waa>N8SNFORSA.,-48da OW 0 - Oh' - - • ._ IIA C Wel Transmission Ole D - OfF 0 DESIGN TYPE: Rad Trenaaston 158JIC° 2925 - 1563°197._____.,4118° - W50(00TaF.mtM ti ._ SIMi00Tra9090011 OIC 0 - Oti°---- 0 - GREENHECK LOCKING QUADRANT VOLUME DAMPER. REVISIONS: 006410e55OM _ 0 - OR' 0 - CAP MANUAL VOLUME DAMPER WITH PROVIDE WITH 3'EXTENDED SHAFT,HANDLE AND Fl30Tralmaswn 15631E 0 - 15517 0 - BRACKET AND OPERATOR SCREW TO S.A.MAIN COLLAR,INSTALL AT THIS LOCATION IF TAP IS naoanm El, DATE PaNEls OM 0 - 010 0 . INSIDE OF PLENUM INACCESSIBLE. Cato OIC 0 . Olt` 0 . SHEET METAL ELBOW REQUIRED SECURELY TAPE VINYL FLEX DUCT TO INSULATED �uwLaEocorsaEurs Orenlwd L'Jaig 227467 4528 - 0 0 - STORM COLI 24° -.UPPLY AIR PLENUM ROUND DUCT SECURELY TAPE VINYL FLEX DUCT TO SHEET METAL A olrnrzolr TeySLOnnp SHEET METAL WITH A MINIMUM OF TWO(2) 1 WITH AT LEAST TWO(2)CONTINUOUS WRAPS OF _ _ -- - ___ __ _ _ \ II/0 VINYL TO SHEETIX CONTINUOUS WRAPS OF DTAPEL INSULATIONIS'CT TAPE. T �( DUCT TAPE.STRAP CLAP OVER FLEX DUCT 215W 055 0 0 EIeroK E91W"nt 275067 Ma 0 D INSULATION AND VINYL TO SHEET METOL.TAPE Peept A TITS 8515 0 D 0 "LONG ORANGE MARKER -'I INSULATION TO DUCT TO FORMA GOOD SEAL 101404101 0 0 D 0 FLASHING BY G.C. TO DUCT TO FORMA GOOD SEAL APE ATTACHED TO DAMPER I MscalbNoui 0 0 D 0 ' 1114 ' -•• �' TO IDENTIFY LOCATION B"LONG SHEET METAL SECTION SECURED TO £fiery Fehr IE%/IE% 2408 882 10% 472 0 '^ F / J/+ ,1 DIFFUSER COLLAR WITH A MINIMUM OF THREE(3) »TOM Zorn Loads - 27061 9®T 6190 0 `� ( . , INSULATED FLEXIBLE SHEET METAL SCREWS, DUCT TAPE AND MASTIC Zona COMOmirO - 31714 SOW - 5%3 0 CONNECTION(MIN.3 FT., Psnlm0(d Load OA C - 0 0 \�' .4.. �ttr( FOREMAX5 FT.) TRANSITION FROM DUCT SIZE TO DIFFUSER NECK Mown Coal L3ad TCE 469 - 0 0 - j_ SIZE AS NECESSARY Plenum1 en Load JOA 232a - 0 0 - FIRE DAMPER WHERE g1 g INDICATED OR REQUIRED J�� THERMALINSULATINGBLANKET REWIRED FOR FIRE Rerun Falaan i8/5C141 0 - 18I5C3M 0 - �, J/ Vaatean load OCLM 0 0 OCFM 0 0 RATED CEILINGS ONLY INDICATES uoaerlslou TO nils SHEET SREFJFS1 Load 1675.2FM C - 1915 ORM 0 - DUCT SUPPORT FASTENED Specs Fen COIF ._._0 ____. - D ,_ TO NEAREST ROOF DRAWN BY: CMH INSULATED FLEXIBLE CHECKED BY: TP ClTHen Gehl Las 475 1351 _ 5� -__ "�9 __-_ P- RU SMACNA GUIDELINES. COPPED ON DIFFUSER PLATE BLOW DRYWALL CEILING STEEL MOUNTING FRAME REQUIRED T MSyate Londe d'IOW 8897 aa63 0 SUPPLY AIR SLOT DIFFUSER CONNECTION(MAX.5'-0") RODS.SEE NOTE BELOW FOR DRYWALL CEILING INSTALLATION SEE DETAIL Cana 0301419 COI • 41003 9703 - D 0 EXP.DUCT THIS SHEET Cara Hooting C21 0 - - 5853 - oSTaal Condnarana 41063 9703 - 5963 0 SUPPLY AIR DIFFUSER NOTE. Kw PoeYle Musa er.tl4Iamb rverflw salami's lag bed. (LAY-IN FRAME) ALL DIFFUSERS ARE 4-WAY BLOW UNLESS NOTED OTHERWISE. NgOYe Nue en Nb l®da Nnpar•shaman dpb PROVIDE OPTIONAL DIRECTIONAL BLOW TO CONVERT .. ........---__ -- - ---- FROM RESTROOM DIFFUSER FROM STANDARD 4-WAY TO 1-WAY,2-WAY OR 3-WAY BLOW AS DESIGNATED ON PLANS BY SHADED AREA. HVAC LOAD CALCULATIONS M HAUST DETAIL • LINEAR SLOT DIFFUSER DETAIL N.T.S. F DIFFUSER MOUNTING DETAIL N.T.S. FLEXIBLE DUCT LINED LOW PRESSURE DUCT, B SETH SECURE DRAW-BAND AND TRANSITION TO DUCT SIZE FLANGED AND GASKETED JOINT OR DUCT SEAL CONNECTION ALLOW 24"MIN.CLEARANCE SHOWN ON DRAWING CONNECTION AND RE-INFORCEMENT IN AIRTIGHT IN RCCORDANCE WITH SPECIFICATIONS THAT VANES PRE-ASSEMBLED ON RUNNER PLATES(TYP) ACCORDANCE WITH REFERENCE SMACNA STANDARDS FOR 25 4",21-1/4", I9-1/4"OR 13-1/4" NOTE,ROUGH-IN OPENING SIZES SMACNA STANDARDS. ALL DUCT LINER TRANSVERSE DUCT CONSTRUCTION PRESSURE CLASS -1 CONTACT MANUFACTURER FOR INFO-'ATION. USE GALVANIZED VANES FOR GALVANIZED OR EDGES TO BE COATED WITH AND SEALING REQUIREMENTS TTP •UTSIDE DIMENSION ALUMINUM DUCTS(TYP) VAPOR BARRIER AND INDUCTION/ FAN (TYP). ( ADHESIVE IN ACCORDANCE WITH INSULATION SHALL BE AIR FLOW - PLATE SAME GAUGE AS DUCT(TYP) INSTALLED OVER SMACNA STANDARDS(TYP). CONNECTION AND • DRAWING TITLE: SECURED WITH 3"/ SEPARATE DRAW-BAND / r O MECHANICAL 23', 19", 17". II' I'-O"044X. �� +�� INSULATED SCHEDULES INSIDE DIMEN51• ��(/� "C"CHANNEL �/ MAIN DUCT f2$ ' /I%4" REINFORCING BY l "ACOUSTICAL FLOW G.G.AROUND LINING AND DETAILS OPENING ,; --r 1�I""1II EDU BACKDRAFT DAMPER �/ PRESSURE WCT _ fl - CONICAL OR BELLMEITH - 4II' MOUNTING SCREW --P FLEXIBLE DUCT DISCHARGE TAPE DOWN EXTERNAL SPIN-IN FITTING,SEAL I-I/2" PRIMARY - AIRTIGHT WITH MASTIC DATE ISSUED: FIELD INSTALLED 4x0 MIN. CONNECTOR AIR FLOW INSULATION _ R•2" AIR FLOW 'F 1 " LENGTH FASTEN WITH A04/07/17 DRYWALL CEILING _� —� LOCKING QUADRANT MANUAL TRANSITION DUCT TO MINIMUM OF THREE(3) VOLUME DAMPER WITH 3" SOME SIZE TI VAV SHEET METAL SCREWS 24" 20°, IB'OR / % DUCT SIZE OVER 36'x36". DUCT SIZE 36"x36"OR UNDER. EXTENDED SHAFT, INSULATION I/29J � BOX CONNECTION SIZE AND SEAL WITH DUCT COLLAR,HANDLE AND IB"LONG PROJECT NO: //1 -4 SQUARE ELBOW WITH TYPE"A" SQUARE ELBOW WITH SINGLE INSULATED MEDIUM TAPE AND MASTIC I ORANGE MARKER MOUNTED AT 170128 } -TEEL MOUNTING DOUBLE THICKNESS VANES. THICKNESS VANES. PRESSURE FLEXIBLE DUCT � ^� TAP WHERE ACCESSIBLE.IF ,� k --ME RIGID ROUND OVCT WITH tir L1 I B" CONTROLS ENCLOSURE 1-1/2"WRAP INSULATION ' TAP IS NOT ACCESSIBLE, INSTALL DAMPER AT DROP TO DRAWING NO: DIFFUSER BEFORE FLEX(SEE H ON THIS TAIL S SEET). ALLOW 36"MIN.CLEARANCE DEAAA ELECTRIC HEATER CONTROLS- I /•2.0 YWALL MOUNTING FRAME DETAIL N.T.S. TURNING VANE DETAIL N.T.S. j PARALLEL FAN—POWERED VAV DETAIL N.T.S. E ROUND DUCT TAKE—OFF DETAIL N.T.S. A '\Y/' OWNER: PLUMBING SYMBOLS&ABBREVIATIONS PLUMBING FIXTURE SCHEDULE UNTUCKit► ---CW- DOMESTIC WATER PIPE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL THE FOLLOWING FIXTURES WITH ALL ACCESSORIES REQUIRED FOR ROUGH-IN. SHIRTS DESIGNED TO ----Hw- DOMESTIC HOT WATER BE WORN UNTUCKED. G- GAS PIPE MARK FIXTURE MANUFACTURER AND CW SW WASTE TRAP REMARKS MODEL NO. 379 WEST BROADWAY -...-. 5AN... SANITARY PIPE C-1 WATER AMERICAN STANDARD I/2" - 4" 2" ADA COMPLIANT,VITREOUS CHINA, ELONGATED NEW YORK.NY,10012 W GOND- CONDENSATE PIPE CLOSET B215AA,104.020 SIPHON ACTION, 1.28 GPF,HANDLE ON OPPOSITE - - -V- SANITARY VENT PIPE (SEE RESPONSIBILITY SIDE FROM WALL,AMERICAN STANDARD SEAT ARCHITECT/ENGINEER: SCHEDULE ON 51.2) 05325.010.GC TO PROVIDE:3/8"C.P.SUPPLY WITS (E)XX- EXISTING PIPE OR EQUIPMENT HANDLE STOP AND 18"MTG.HT.TO SEAT. FP- SPRINKLER PIPE LAV_) LAVATORY AMERICAN STANDARD 1/2" 1/2" 1-1/2" 1-1/2' WALL MOUNTED 18.5"z20"VITREOUS CHINA, 4-INCH as u 5TM- STORM PIPE 00124024 CENTERS, WHITE COLOR WITH AMERICAN STANDARD `g �7�' '� FAUCET 97500.170.002(INCLUDES WRIST BLADES, H�h{� 7�ryJV BACK FLOW PREVENTER ® ACCESS DOOR (SEE RESPONSIBILITY AND GOOSENECK)AND MCGUIRE SUPPLY STOPv SCHEDULE ON G1.2) 0155AECO.MOUNT SINK AT WHEELCHAIR HEIGHT. i_ 1 O-( PIPE UP ti, PC(RELIEF VALVE WC-I ASIS NO.PSACSL 1/2" - I-I/2" I-1/2" WHEELCHAIR ACCESSIBLE ., .•' R FURNISH O 13-- PIPE DOWN 1'-1 BUTTERFLY VALVE WATER (SEE W/W• '- " - '-E.GC TO PROVIDE CHROME 11 13-- RESPONSIBILITY -�'- P-TRAP*SUPPLY STOP.MOUNT TO"ANSI" COMBINATION BALANCE 101 BALL VALVE SCHEDU - C @ 34-1/2"MAX.FROM FLOOR TO ,,,�77,�,, AND SHUT-OFF VALVE FLOOR DRAIN SPOUT OUTLET. Vf.1 GATE VALVE _ CEDWATER METER 3" 4 - UNION f (SEED GREY) I/2 I/2' GREY GRAD VACUUM HOSE, BRACKET N �7� GLOBE VALVEIII I/2 .83,14.012.004(ROUGH O AL @ Si 1 C.I1 DRAIN VALVE - (SEE RESPONSIBILITY I/2 MODEL SRBREAKER AMERICAN STD. e HOSE BIBS (GREY) 0ZI9 - COM-•.- � TH MUSTEE - AND MOP HANGER 065600 i 1/2"CW 1..-...1 CHECK VALVE Y-TYPE STRAINER IN WALL GAGE COCK C-2 CAPPED LINE IWH-I WATER SEATER CHRONOMITE I/2" - RISE,4160 w,20 O 1 . GAS SHUT-OFF (INSTANTANEOUS)INSTANT-FLOW AMPS.AND 208V-10-60. 1 1 , MIIIV (E) (PLUG)VALVE () CONNECT TO EXISTING W (E) EXISTING G GAS (SEE RESPONSIBILITY C N (R) GAL GALLON CC AB GC GENERAL RACTOR FLOOR JOSAM 1/2. - SillC.W. BELH BELOOWT CED NBA GALLONS OBIBB RTM MINUTE WDA W HAMMER SERIESG GS-0653-A 3/4'3/4' 3' I-I/2" OR 6EQUALSQUARE BY PRECISION P WITH NIKALOY E v SCHEDULE ON 01.2) ARC T NS HOSE AFF ABOVE FINISHED FLOOR GP-I GALLONS PER HOUR DRAIN x30003-6S-50-Y STRAINER. I n`a H - PLUMBING PRODUCTS, INC. w 0, BLDG BUILDING HP HORSEPOWER ARRESTER t0¢w �:- - -1-Q CLG CEILING NW HOT WATER YE TRAP PRECISION.P2-500 - - - - FLOW ACTIVATED BRONZE TRAP SEAL PRIMER WITH y m -&\ CO CLEAN OUT )_AM LAVATORY PRIMER INTEGRAL VACUUM BREAKER, I/O"SWEAT INLET 0 E F COND CONDENSATE PIPE MAX MAXIMUM AND OUTLET CONNECTIONS,AND 1/2"IPS DRIP LINE CONT CONTINUATION MFR MANUFACTURER CONNECTION. =-00 f. v FLOW CONTROL CW COLD WATER MT MOUNT CONTR CONTRACTOR NTS NOT TO SCALE AN ZURN EZANB-1460-9 - - - - CAST IRON CLEAN OUT TEE WI - =-0 J-BOX WITH SWITCH CARD COORDINATE PLBG PLUMBING �- • OUT THREADED .. G.PLUG TO BE GAS t I S ^'TER TIGHT.WALL ACCESS PANEL- DISC DISCONNECT EQ ROOF DRAIN f/)n:.: "WALL PANEL AND FRAME,SMOOTH NICKEL DN DOWN SAN SANITARY BRONZE P.. TO FINISHED WALL FINISHED FLOOR EA EACH TP TRAP PRIMER PLANE.FURNISHED WITH SEC -- ..- IX EXISTING TYP TYPICAL F� FLOOR ZURN 0Z-1400-'HD-2 - - - EWC ELECTRIC WATER COOLER ISR URINAL CLEAN OUT IRON BODY WIITH GAS AND WATER TIGHT CAST ABS E G FLOOR CLEAN OUT V VENTTAPERED THREAD PLUG AND ROUND SCORIATED EQ FLOOR DRAIN VTR VENT THROUGH ROOF TOP ADJUSTABLE TO FINISH FLOOR. ======= FIXT FIXTURE AG WATER CLOSET FP FIRE PROTECTION PIPE AUG WALL CLEAN OUT MVS (UNDER SFUSG-B 3/B"3/8" - - PROVIDE BRASS MI - - FURN FURNISH WH WATER SEATER VALVE (UNDER SIN _ y RVATORY AND SET TO LIMIT HOT THERMOSTA • - -RATURE TO 110-F. FV FLUSH VALVE IN/ WITH IOU G VALVE) STORE NO: PROJECT LOCATION'. WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD SPACE#F01 PORTLAND,OR 97223 NOT USED R WATER HEATER DETAIL N.T.S. L PLUMBING FIXTURE SCHEDULE, SYMBOLS AND ABBREVIATIONS N.T.S. C DESIGN TYPE: Mao = REVISIONS: CLEANOUT PLUG REQUIRE., DATE I-I/2"51 FINISHED FLOOR FINISHED FLOOR I n COVER LANDLORD oo0RRD, arzsrzolr ADJUSTABLE HOUSINGCONCRETE4" I-1/2" CONCRETE SLAB SEALANT SDE ATHED LOWER 1�'R / ` 4 ' -( 1,-,,. II-i/2" WATERPROOF MEMBRANE -•-•-•-,-.•- ir�i�/s/i✓ir�iry OIWH-I // 3 / 14Y-I -\- -`� DRAINLL B WL PAN WATER glI� /N��/�/� ro SA)TART SEWER '/ I I/2 1/2 1 M0 O.4 2" /\ `. IM / / / /// //// SHALL EXTENT INTO THE ��'J NINIM TENANT'S i 3/4" /2f1 1 % j/ 4 WC-1 '`13 Irliligiiiii • • TIGHT INTO DRAIN COLLAR ©I4 / STRUCTURE AT % \\/\\/\\/�\\\/\\/�\\/\\/�\\\/\ STRUCTURE AT UPPER LEVEL I .� • O WG-I R • I/O �T 4 K INDICATES NO REVISION TO rws SHEET UPPER LEVEL 0 ,'_ //� O �"� WW OI/2"FROM LE / f MIN.4"DEEP SEAL TRAP © M3.0 DRAWN BY: CMH SEALANT 0 K CHECKED BY: JTP TO TRAP PRIMER(SEE RISER DIAGRAMS) 1/2"FROM CE O _ GRADE AT LOWER LEVEL M0 CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED SEISMIC AND STRUCTURAL SUPPORTS FOR ALL HVAC EQUIPMENT, DUCT, PIPING, ETC.PROVIDE LATERAL SUPPORT AS REQUIRED PER OREGON STRUCTURAL TO TENANT'S SPECIALTY CODE 2014 SEISMIC DESIGN CATEGORY D. SANITARY SEWER FIELD VERIFY AND COORDINATE ALL REQUIREMENTS WITH AUTHORITY HAVING JURISDICTION. N.T.S. N.T.S. N.T.S. N-T-S. FLOOR CLEAN OUT P DRAIN WITH TRAP PRIMER K PLUMBING RISER DIAGRAM F PLUMBING STACK DIAGRAM B I. UNLESS OTHERWISE SPECIFIED, PLUMBING CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, 9. PLUMBING CONTRACTOR SHALL FOLLOW ALL SPECIFICATIONS AND DETAILS CONTAINED IN DESIGN I. EXTEND SANITARY LINE TO EXISTING SANITARY PIPING AND CONNECT.FIELD VERIFY AND MATERIAL, LABOR AND SUPERVISION NECESSARY TO COMPLETE THE PLUMBING WORK IN ACCORDANCE CRITERIA OF TENANT HANDBOOK AND OTHER LANDLORD REQUIREMENTS. COORDINATE EXACT LOCATION, ELEVATION,SIZE, DIRECTION OF FLOW AND OTHER REQUIREMENTS OF WITH THE SPECIFICATIONS AND STANDARDS. EXISTING SANITARY PIPING PRIOR TO BID.PATCH SLAB TO MATCH SURROUNDING AREA.NEW L 10.PLUMBING CONTRACTOR TO CLEAR ALL EXISTING AND NEW DRAIN LINES AND FIXTURES, PRIOR TO SANITARY LINE SHALL BE PRESSURE TESTED PER LOCAL CODES WITS A MINIMUM REQUIREMENT OF WH-IO M3.0 2. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING WASTE PIPING BELOW SLAB, VENT PIPING TURNING OVER SPACE TO TENANT. HOLDING 10 FT.W C.FOR TWO HOURS.REFER TO STACK DIAGRAM AND PLUMBING SPECIFICATIONS ABOVE CEILING AND COLD WATER SUPPLY PIPING ABOVE CEILING PRIOR TO COMMENCEMENT OF ANT FOR MORE INFORMATION. WORK.AFTER INSTALLATION AND FINAL CONNECTION OF NEW WASTE PIPING BELOW SLAB, BACK FILL II. PLUMBING CONTRACTOR SHALL PROVIDE ACCESS TO ALL NEW AND EXISTING ITEMS REQUIRING l9iz•.41E4#ii-3❖iH AND PATCH SLAB IN ACCORDANCE WITH THE LANDLORD'S CRITERIA REGARDING SUCH WORK. ACCESS(VALVES,TRAP PRIMERS, ETC.)INSTALLED BEHIND WALLS, FLOORS OR CEILINGS. 2. EXTEND VENT LINE TO EXISTING VENT PIPING AND CONNECT.FIELD VERIFY AND COORDINATE EXACT CONTRACTOR SHALL ALSO VERIFY THAT ALL SUCH ITEMS ARE OPERABLE AND FULLY ACCESSIBLE ELEVATION, LOCATION, SIZE AND OTHER REQUIREMENTS OF EXISTING VENT PRIOR TO BID. O IMM 3. PLUMBING CONTRACTOR SHALL INSTALL ALL PLUMBING FIXTURES AS PROVIDED BY CHICO'S FAS THROUGH ACCESS PROVIDED. 3. EXTEND COLD WATER LINE TO EXISTING COLD WATER PIPING AND CONNECT.FIELD VERIFY AND NATIONAL ACCOUNT REPRESENTATIVE AND SHALL FURNISH AND INSTALL ALL REQUIRED VALVES, ••© D Bql DRAWING TITLE' PIPING, HANGERS, ETC.REQUIRED FOR A COMPLETE PLUMBING SYSTEM TO SERVE THE DEMISED 12.ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE. COORDINATE EXACT LOCATION,SIZE, ELEVATION AND OTHER REQUIREMENTS OF EXISTING WATER M30PREMISES FROM SANITARY AND COLD WATER CONNECTIONS PROVIDED BY LANDLORD.ALL FIXTURES, LINES PRIOR TO BID.REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR MORE _� -T----1 PLUMBING PLAN, VALVES, PIPING AND APPURTENANCES REQUIRED FOR A FULL ROUGH-IN SHALL BE FURNISHED AND 1C EXISTING TO MATCH NEW CEILINGLEXISTING SURFACECONDITIONS.THAMAGED DURING CONSTRUCTION SHALL INFORMATION.PROVIDE WATER SHUT-OFF VALVE AT CONNECTION. , T M''0 F� SCHEDULES INSTALLED BT THE PLUMBING CONTRACTOR. I 4. IWH-I,PLUMBING CONTRACTOR TO FURNISH AND INSTALL INSTANTANEOUS WATER HEATER.WATER • 4. SEAL AROUND ALL PIPES PENETRATING FIRE SEPARATIONS wITH LISTED AND APPROVED FIRE SEAL 14.PLUMBING CONTRACTOR SHALL DEMOLISH AND COMPLETELY REMOVE ALL PLUMBING FIXTURES HEATER TO BE MOUNTED BELOW LAVATORY IN RESTROOM.SEE RISER DIAGRAM, PLUMBING FIXTURE i11 I I AND DETAILS MATERIAL.ONLY LISTED AND APPROVED SEALANTS AND METHODS FOR THE SPECIFIC USE WILL BE EQUIPMENT, PIPING, ETC.NOT BEING REUSED OR SERVING ANOTHER SPACE.CAP ALL PIPES BEHIND SCHEDULE AND DETAIL ON THIS SHEET FOR MORE INFORMATION. NON-SALES I PERMITTED. FINISHED SURFACES(WALLS, FLOORS, ETC)AND PATCH SURFACES TO MATCH SURROUNDING AREA. 5. ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE. 040 11 FD-I LAV I( 5 I X 5. PLUMBING CONTRACTOR SHALL ENSURE THAT ALL SLAB OR FLOOR PENETRATIONS WITHIN THE I5.FIELD VERIFY ALL CONDITIONS PRIOR TO BID.REFER TO RESPONSIBILITY SCHEDULE ON SHEET 01.2 REFER TO PLUMBING SPECIFICATIONS FOR MORE INFORMATION. J`I .�, DEMISED PREMISES ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT ANY POSSIBLE FOR MORE INFORMATION- �I!1( � psi DATE ISSUED: DAMAGE TO THE BUILDING AND/OR SURROUNDING AREAS.FAILURE TO DO PO SHALL BE AT THE RISK b. TP:INSTALL I/2"WATER PIPE FROM TRAP PRIMER, DOWN IN WALL, THEN UNDER FLOOR TO FLOOR AND SOLE EXPENSE OF THE PLUMBING CONTRACTOR. 16.PLUMBING CONTRACTOR TO INSURE THAT STUDS ARE NOT TO BE CUT OR MODIFIED FOR PLUMBING DRAIN.TRAP PRIMER TO BE LOCATED IN AN ACCESSIBLE LOCATION. 7117DATIJA.-7ENT -�' 04/07/17 AND ELECTRICAL RUNS.6. ALL MATERIAL SHALL BE NEW AND OF COMMERCIAL GRADE,AND BEAR UNDERWRITER'S7. W ISA.FURNISH AND INSTALL WATER HAMMER ARRESTERS IN THE DOMESTIC COLD AND NOT WATER ( 5 )WC-I 17.REFER TO ARCHITECTURAL SHEET A114 FOR STRUCTURAL SUPPORT DETAIL FOR WATER HEATERPIPING AS SHOWN ON THE WATER RISER DIAGRAM.WATER HAMMER ARRESTERS TO BE LOCATED IN QIWNLABORATORIES AND UNION LABELS WHERE SUCH LABELING APPLIES. ENANT) M0 PROJECT NO:MOUNTING. 4N ACCESSIBLE LCOATION.UNITS AS MANUFACTURED BY SIOUX OR PREOI510N PLUMBING PRODUCTS (N.I.C)7. PLUMBING CONTRACTOR TO FIELD VERIFY SLOPE, INVERSE ELEVATION AND DIRECTION OF FLOW FORARE ACCEPTABLE. NORTH170128IB-COORDINATE ROUTING OF ALL PIPING WITH LANDLORD, EXISTING CONDITIONS AND OTHER TRADES I/2"FROMCEO O a EXISTING SANITARY PRIOR TO ANY NEW PLUMBING INSTALLATION. WORK PRIOR TO FABRICATION, PURCHASING OR INSTALLATION. 8. PROVIDE WATER METER WITH REMOTE READER PER LANDLORD AND WATER COMPANY REQUIREMENTS. 8. PLUMBING CONTRACTOR MUST VISIT THE JOBSITE TO BECOME FAMILIAR WITH MAJOR ITEMS SUCH AS MOUNT IN AN ACCESSIBLE LOCATION.FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. aD STRUCTURAL ELEMENTS AND OTHER EXISTING JOB CONDITIONS THAT MAY AFFECT THE WORK. VERIFY ALL CONDITIONS DRAWING NO: ADDITIONALLY, PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DIMENSIONS OF SUCH ITEMS AS WASTE,VENTS, WATER LINES, ETC. IN FIELD PRIOR TO BIDS. „4.,_,,_oR M3.0 0 PLUMBING GENERAL NOTES J PLUMBING CODED NOTES ( ^ ) E PARTIAL PLUMBING FLOOR PLAN A 21 05 00 FIRE PROTECTION GENERAL PROVISIONS 21 05 16 SHOP DRAWINGS 22 13 16 HOT AND COLD WATER,SANITARY WASTE AND VENT PIPING 22 58 00 PLUMBING SYSTEM TESTING OWNER: • A. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL A FIRE A. CONTRACTOR SHALL SUBMIT FOR THE ARCHITECT'S AND LANDLORD REVIEW SIX(6)COMPLETE A. BUILDING DRAIN, SOIL, WASTE AND VENT LINES SHALL BE SERVICE WEIGHT CAST IRON HUBLESS A. SYSTEM TESTING SHALL PROVIDE FOR THE FOLLOWING: UNTUCKitk PROTECTION SYSTEM, COMPLETE AS INDICATED ON THE DRAWINGS AND AS REQUIRED BY CODE AND COPIES OF THE CATALOG DATA AND/OR SHOP DRAWINGS FOR THE LISTED ITEMS OF EQUIPMENT AND PIPE WITH TYPE 304 STAINLESS STEEL CLAMPS AT COUPLINGS.SCHEDULE 40 PVC MAY BE USED AS SPECIFIED HEREIN. ALL COMPONENTS TO BE USED IN THE WORK, INCLUDING SPECIFIC PERFORMANCE DATA, MATERIAL FOR SANITARY WASTE AND VENT PIPING WHERE ALLOWED BY LOCAL CODE AND WITH APPROVAL OF I. TEST NEW INTERIOR DOMESTIC WATER SYSTEM. DESCRIPTION, RATING,CAPACITY, WORKING PRESSURE,MATERIAL GAUGE OF THICKNESS,BRAND LANDLORD.PVC NCSHIRTS DESIGNED TO ALLOWED IN RETURN AIR PLENUM. 2. TEST ALL SOIL, WASTE,AND VENT PIPING. BE WORN SIGNED TO B. THE FIRE PROTECTION CONTRACTOR, UNLESS OTHERWISE NOTED IS TO PROVIDE POWER WIRING FOR NAME,CATALOG NUMBER AND GENERAL TYPE.THE SUBMISSION SHALL BE COMPILED BY FIRE 3. FURNISH ALL PUMPS FOR AIR AND WATER PRESSURE TESTS ALONG WITH GAUGES AND ANY D. EACH ITEM OF ELECTRICAL EQUIPMENT AND MAKE FINAL CONNECTIONS TO MOTORS. PROTECTION CONTRACTOR AND REVIEWED ST ENGINEER BEFORE ANY OF THE EQUIPMENT IS B. VENT STACKS SHALL EXTEND THROUGH THE BUILDING, TERMINATING 12"ABOVE THE ROOF. OTHER REQUIRED TEST EQUIPMENT. 379 WEST BROADWAY ORDERED. STANDARD FLASHING SHALL BE EXTENDED 12"IN ALL DIRECTIONS FROM THE VENT TERMINAL AND NEW YORK,NY.1W12 C. ALL FINISH PAINTING IS TO BE PERFORMED BY THE GENERAL CONTRACTOR, EXCEPT AS NOTED TURNED DOWN INTO VENT.FLASHING UNITS AS MADE BY STONEMAN CAULK TYPE NO.51110-4 MAT BE B.UNDERGROUND LINES TO BE TESTED BEFORE CONCEALED.THIS CONTRACTOR SHALL REPAIR ANY ELSEWHERE.GENERAL CONTRACTOR, AT THIS CONTRACTOR'S EXPENSE, SHALL RESTORE TO ORIGINAL I. SPRINKLERS(AS REQUIRED) USED IN LIEU OF FIELD FABRICATED FLASHING. LEAKS AND ALL DAMAGE RESULTING THEREFROM. CONDITION ANY PAINTING DEFACED DURING CONSTRUCTION AND AFTER ORIGINAL PAINTING. 2. VALVES(AS REQUIRED) 3. TAMPER SWITCHES(AS REQUIRED) C. HORIZONTAL RUNS SHALL BE GIVEN AS STEEP A PITCH TOWARD THE OUTLET AS CONDITIONS WILL I. CHANGES IN AMBIENT TEMPERATURE WILL BE TAKEN INTO ACCOUNT WHEN TESTING ARCHITECT/ENGINEER: D. ALL WORK SHALL CONFORM TO CODES, RULES,AND REGULATIONS: 4. WATER FLOW SWITCHES(AS REQUIRED) PERMIT BUT NOT LESS THAN 1/8"PER FOOT. UNDERGROUND PIPING, HOWEVER, TME VARIOUS SYSTEMS SHALL BE THOROUGHLY INSPECTED 5. HYDRAULIC CALCULATIONS(AS REQUIRED) FOR LEAKS BEFORE HYDROSTATIC PRESSURE TESTS ARE CONCLUDED. I. NATIONAL ELECTRICAL CODE. 6. CONNECTIONS TO LANDLORD'S FIRE ALARM SYSTEM(WHERE REQUIRED). D. FULL"T"BRANCH FITTINGS AND EXTENSION WITH BRASS NIPPLES AND FINISHED SCREW PLUGS FOR 2. INTERIOR WATER PIPING:HYDROSTATIC TEST AT 125 PSI AWWA PROCEDURES. 2. STANDARD FOR INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS, NFPA 90A. CLEANOUTS SHALL BE PLACED IN ACCESSIBLE POSITIONS AT ENDS OF HORIZONTAL LINES OF PIPE R SOIL,WASTE,AND VENT PIPING SHALL BE WATER AND SMOKE OR AIR TIGHT(STATE PLUMBING R u R CODE FOR SAFETY TO LIFE FROM FIRE IN BUILDINGS AND STRUCTURES, NFPA 101. B. WHEN SUBMITTED FOR THE ARCHITECT'S REVIEW,SHOP DRAWINGS SHALL BEAR FIRE PROTECTION AND AT FOOT OF ALL VERTICAL LINES OF PIPE OR ELSEWHERE, AS MAT BE REQUIRED BY THE CODE). . 1 L P 4. FEDERAL OCCUPATIONAL SAFETY AND HEALTH STANDARDS. CONTRACTOR'S CERTIFICATION THAT THEY HAVE REVIEWED,CHECKED AND APPROVED THE SHOP CODE. V m v 5. STATE MECHANICAL CODE. DRAWINGS, THAT THEY ARE IN HARMONY WITH THE REQUIREMENTS OF THE PROJECT AND WITH THE C. MEASURE LEAKAGE BY METERING WATER REQUIRED TO MAINTAIN LINE PRESSURE.REMOVE AIR 6. STATE BUILDING CODE PROVISIONS OF THE CONTRACT DOCUMENTS AND THAT THEY HAVE VERIFIED ALL FIELD E. WHERE CLEANOUTS OCCUR IN FINISHED AREAS,THEY SHALL BE RECESSED AND COVERS TO BE BEFORE TESTING. 7. STATE INDUSTRIAL COMMISSION REQUIREMENTS. MEASUREMENTS AND CONSTRUCTION CRITERIA, MATERIALS,CATALOG NUMBER AND FIELD FLUSH WITN THE FLOOR OR WALL. O 5. LOCAL BUILDING CODE REQUIREMENTS. MEASUREMENTS AND SIMILAR DATA.FIRE PROTECTION CONTRACTOR SHALL ALSO CERTIFY THAT THE D. REPAIR ANY LEAKING JOINTS AND DEMONSTRATE ACCEPTABLE LEAKAGE TO SATISFACTION OF 2 9. BUILDING INSURING AGENCY REQUIREMENTS. WORK REPRESENTED BY THE SHOP DRAWINGS IS RECOMMENDED BY THIS CONTRACTOR AND THE F. HOT AND COLD WATER PIPING,ABOVE GROUND, SHALL BE TYPE"L"HARD COPPER TUBE WITH TENANT'S REPRESENTATIVE AND APPROVING AUTHORITY.FLUSH ALL PIPING BEFORE PLACING INTO 10. STATE PLUMBING CODE. FIRE PROTECTION CONTRACTOR'S GUARANTEE WILL FULLY APPLY. SOLDER FITTINGS.EXPOSED PIPING SHALL BE CHROME PLATED BRASS. OPERATION. I II. NFPA. ow C. ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST EXAMINE THE SITE AND G. ALL COPPER TUBING SHALL HAVE SWEAT JOINTS AND BE CLEAN OF SCALE AND FOREIGN MATTER (END OF FIRE PROTECTION/PLUMBING SPECIFICATIONS) E. ALL PERMITS REQUIRED BY LAWS, ORDINANCES AND BUILDING CODES HAVING JURISDICTION SHALL ALL CONDITIONS THEREIN.ALL PROPOSALS SHALL TAKE INTO CONSIDERATION ALL SUCH CONDITIONS BEFORE INSTALLATION.ALL ENDS OF TUBING TO BE SWEATED SHALL BE REAMED, CLEANED AND , w • BE OBTAINED AT THE PROPER TIME BY AND AT THE EXPENSE OF THIS CONTRACTOR. A5 THEY MAT AFFECT THE WORK UNDER THIS CONTRACT.THE SUBMITTING OF A BID BURNISHED TO REMOVE DIRT AND OXIDE.HARD 95-5 SOLDER SHALL BE USED AND APPLIED TO THE v' AUTOMATICALLY IMPLIES THAT THIS EXAMINATION OF THE SITE HAS BEEN DONE. JOINTS ACCORDING TO STANDARD PRACTICE AND/OR MANUFACTURER'S RECOMMENDATIONS.SUITABLE < F. THIS CONTRACTOR SHALL OBTAIN ALL INSPECTIONS REQUIRED BY ALL LAWS, ORDINANCES AND ADAPTERS SHALL BE USED AT CONNECTION TO EQUIPMENT. PUBLIC AUTHORITY HAVING JURISDICTION AND SHALL OBTAIN CERTIFICATES OF SUCH INSPECTIONS 21 0519 TESTS AND SUBMIT SAME TO THE ARCHITECT AND SHALL PAY ALL FEES, CHARGES,ASSESSMENTS AND H. EACH HOT AND COLD WATER BRANCH SHALL BE PROVIDED WITH A GATE VALVE SHUT-OFF AND EACH OTHER EXPENSES IN CONNECTION THEREWITH. A. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TESTING OF SPRINKLER PIPING PER NFPA. FIXTURE SHALL BE PROVIDED WITH A STOP VALVE. _ G. THE MATERIALS AND EQUIPMENT INSTALLED IN THE WORK SHALL MEET THE REQUIREMENTS OF THE 22 41 16 STERILIZATION CONTRACT DOCUMENTS AND NO MATERIALS OR EQUIPMENT SHALL BE ORDERED UNTIL REVIEWED BY B. TEST SPRINKLER PIPING WITH A HYDROSTATIC TEST AT 200 PSI FOR 2 HOURS WITH NO VISIBLE THE ENGINEER, LANDLORD AND/OR ARCHITECT. LEAKAGE. G B A. STERILIZE NEW DOMESTIC WATERLINES AFTER INSTALLATION. xx o G. TEST ALARMS, FLOW SWITCHES,AND TAMPERPROOF SWITCHES AND ADJUST AS NECESSARY. H. CATALOG DATA FOR EQUIPMENT REVIEWED BY THE ARCHITECT SHALL NOT SUPERSEDE THE W Z B. FURNISH A CERTIFICATE OF STERILIZATION AND APPROVAL FOR HUMAN CONSUMPTION TO BE SIGNED o ENGINEER'S CONTRACT DOCUMENTS.THE REVIEW OF THE ENGINEER SHALL NOT RELIEVE THE FIRE D. FIRE PROTECTION CONTRACTOR AND LANDLORD SHALL SIGN CERTIFICATES, INDICATING WITNESSING BY A PROFESSIONAL ENGINEER REGISTERED IN THIS STATE, REGULARLY EMPLOYED BY THE TESTING PROTECTION CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR I �' OF ALL TESTS REQUIRED 0Y NFPA-13 FOR ABOVE GROUND PIPING. LABORATORY.CERTIFICATE MUST BE GIVEN TO THE ENGINEER AND TENANT BEFORE FINAL PAYMENT C m v SPECIFICATIONS, PROVIDING PROPER CLEARANCE, FABRICATION PROCESS AND COORDINATION WITH WILL BE MADE. '= m OTHER TRADES. E. REPAIR ANY LEAKING JOINTS AND REPAIR ANT DAMAGE TO THE FACILITY THAT THE LEAK MAY HAVE N C o:H PROVIDE INSTRUCTION TO LANDLORD'S OPERATING PERSONNEL AS NECESSARY, SHOVING LOCATIONS CREATED.CLEAN, PAINT,OR REPLACE ANY DAMAGED COVERINGS AS REQUIRED TO MEET THE C. STERILIZATION SHALL BE BT MEANS OF CHLORINE INJECTED INTO THE WATER SYSTEM NEAR THE W o- I. AND PROPER OPERATION OF MAJOR ITEMS OF EQUIPMENT AND SYSTEM COMPONENTS AND REFERRING LANDLORD'S APPROVAL. SOURCE AND OUTLETS THROUGHOUT THE SYSTEM SHALL BE TESTED TO PROVE PRESENCE OF LOW AS A GUIDE. MINIMUM REQUIREMENTS.LEAVE CHLORINE IN FOR 24 HOURS AND FLUSH OUT SYSTEM UPON 0 TO THE OPERATING INSTRUCTION MANUAL DESCRIBED BE F. NOTIFY THE LANDLORD IN WRITING FOR ANY SCHEDULING OF ANY TESTS OR DOWNTIME OF THE COMPLETION OF WORK.SEND DOCUMENTATION ON OFFICIAL LETTERHEAD OF TESTING LABORATORY E v J. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL EXISTING SPRINKLER SYSTEM. TO TENANT AND ENGINEER AFTER STERILIZATION. /� U O'^ INSTALLATION SHALL BE PROVIDED TO THE BUILDING LANDLORD.RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT. 21 OS 25 SUPPORTS,ANCHORS,AND SEALS D. STERILIZATION SHALL BE PERFORMED UNDER THE IMMEDIATE SUPERVISION OFA WATER TESTING V S a LABORATORY REGULARLY ENGAGED IN THE SERVICE AND SHALL BE DONE ACCORDING TO THEIR N$e A.UL LISTED HANGERS,BEAM CLAMPS,HANGER RODS, PIPE ATTACHMENTS, AND PIPE SLEEVES SHALL INSTRUCTIONS. K. ANY REFERENCE TENANT OR TENANT'S CONSTRUCTION MANAGER OR FURNISHED BY ANY OF THE BE PER SP-58.EQUAL MANUFACTURERS TO BE SIMPLEX GRINNELL, B-LINE,OR MICHIGAN HANGERS. ABOVEEREFERS TOO UNTUCKIT. E. PROVIDE CERTIFICATE OF STERILIZATION IN FINAL CLOSE OUT PACKAGE TO BE DELIVERED TO L. REFER TO RESPONSIBILITY SCHEDULE ON SHEET GI.2 FOR INFORMATION IN REGARD TO B. ALL HANGER ASSEMBLIES SHALL BE UL AND FM APPROVED. TENANT PROJECT MANAGER. RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. C. HANGER SPACING SHALL MEET NFPA-13 MINIMUM REQUIREMENTS. 22 53 01 POINT OF USE WATER HEATER M. DEMOLITION HOUSING:UL LISTED,150 LB.W.P., PLASTIC WITH CRITICAL METAL PARTS OF STAINLESS STEEL, AREAS WET".THE STATED DESIGN CRITERIA 21 05 26 INTERIOR PIPE TUBE AND FITTINGS AND SPRINKLER HEADS I. FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF COPPER,BRASS AND SILVER.HIGH TEMPERATURE LIMIT SWITCH, ANTI-SIPHON, BUILT-IN FLOW EXISTING WORK.FIELD VERIFY AND COORDINATE ANY EXISTING EQUIPMENT REQUIRED TO BE A.SPRINKLER HEADS: CONTROL, WALL HANGER. LEFT INTACT AND PROTECT EQUIPMENT TO REMAIN DURING CONSTRUCTION. B. HEATING ELEMENTS:FLOW SWITCH ACTIVATED HIGH WATT DENSITY NICKEL/CHROMIUM. I. ALL SPRINKLER HEADS SHALL BE NEW, QUICK RESPONSE, U.L.LISTED, F.M.LISTED AND N. WARRANTY AND GUARANTEE APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY STAR, RELIABLE, SIMPLEX-GRINNELL,VIKING,OR CENTRAL SPRINKLER CO. C. PROVIDE FLOW CONTROL AERATOR IF NOT PROVIDED WITH WATER HEATER. 1. FIRE PROTECTION CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND LABOR PROVIDED 2. ALL SPRINKLER HEADS SHALL BE RATED FOR 165.F UNLESS INDICATED OTHERWISE ON D. MAKE ALL PIPING CONNECTIONS TO ELECTRIC WATER HEATER AND INSTALL A BALL VALVE ON INLET STORE NO: UNDER THIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT NO ADDITIONAL COST DRAWINGS OR REQUIRED BY LOCAL CODES. LINE. - ANY DEFECTIVE WORK,MATERIAL,OR EQUIPMENT DISCOVERED WITHIN 12 MONTHS FROM THE 3. "SALES"AREA SPRINKLER HEADS ARE TO BE FULLY CONCEALED ADJUSTABLE SCREW TYPE DATE OF CERTIFICATE OF OCCUPANCY.THIS GUARANTEE SHALL EXTEND TO LABOR AND WITH COVER PLATE TO MATCH CEILING. E. INSTALL HEATER PER MANUFACTURER'S RECOMMENDATIONS. MISCELLANEOUS MATERIALS REQUIRED FOR THE INSTALLATION OF EQUIPMENT.THE FIRE 4. "NON-SALES"AREA SPRINKLER HEADS ARE TO BE FULLY CONCEALED ADJUSTABLE SCREW TYPE PROJECT LOCATION: PROTECTION CONTRACTOR IS RESPONSIBLE TO VERIFY, COORDINATE AND FOLLOW ALL PROPER WITH COVER PLATE TO MATCH CEILING. F. COORDINATE INSTALLATION WITH LAVATORY OR SINK AND ITS ROUGH-IN, WASHINGTON SQUARE HANDLING AND INSTALLATION TECHNIQUES WITH MANUFACTURER(5)IN ORDER TO MAINTAIN S. "NON-SALES"NO CEILING SPRINKLER HEADS ARE TO BE CHROME UPRIGHT,ADJUSTABLE SCREW MANUFACTURER'S WARRANTY. TYPE. G. ELECTRICAL CONTRACTOR SHALL WIRE POINT-OF-USE WATER HEATER. 9585 SW WASHINGTON 6. "MALL BULKHEAD"AREA SPRINKLER HEADS ARE TO BE FULLY CONCEALED ADJUSTABLE SCREW SQUARE RD 21 0513 COMMON WORK RESULTS FOR FIRE SUPPRESSION TYPE WITH COVER PLATE TO MATCH CEILING. H. BASIS OF DESIGN:CHRONOMITE LABORATORIES, INC.EQUALS BY HOT AQUA OR EEMAX. SPACE#F01 A. MODIFY THE EXISTING SPRINKLER SYSTEM AND FURNISH ALL MATERIALS, LABOR, TOOLS, B. PIPING: 22 57 00 PLUMBING FIXTURES AND EQUIPMENT ADMINISTRATION, TRANSPORTATION, INCIDENTALS AND APPURTENANCES WHICH ARE REQUIRED TO PORTLAND,OR 97223 COMPLETE IN EVERY DETAIL AND LEAVE IN WORKING ORDER ALL ITEMS OF WORK CALLED FOR I. SCHEDULE 40,BLACK STEEL PIPE,ASTM A-53 FOR FERROUS PIPING, WELDED AND SEAMLESS, A. VALVES TO BE AS FOLLOWS: HEREIN OR SHOWN ON THE ACCOMPANYING DRAWINGS.CONTRACTOR IS RESPONSIBLE FOR CONNECTING ANSI B-36-IX-70 FOR WROUGHT STEEL PIPE. DESIGN TYPE: TO THE LANDLORD'S FIRE ALARM SYSTEM.COORDINATE WITH LANDLORD'S APPROVED FIRE ALARM 2. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND SMALLER. I. 125 LB.S.W.P.BALL AND CHECK VALVES: - AND SPRINKLER CONTRACTORS. SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN 2 INCHES. 2. FULL PORT BALL VALVES(2-1/2"AND SMALLER)-ALL BRONZE, TEFLON STEM SEALS AND 3. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR PIPES 2 SEAT, 1/4 TURN SHUT-OFF, VINYL COVERED HANDLES. B.INCLUDE ANY MINOR ITEMS OF WORK NECESSARY TO PROVIDE A COMPLETE AND FULLY OPERATIVE INCHES AND SMALLER. 3. CHECK(2-1/2"AND SMALLER)-ALL BRONZE, SCREWED,HORIZONTAL SWING CHECK WITH FIRE PROTECTION SYSTEM. 4. MECHANICAL COUPLINGS AS MANUFACTURED BY VICTAULIC OR EQUAL ARE ACCEPTABLE, WHERE BRONZE DISC. REVISIONS: APPROVED BY CODE AND THE LANDLORD. C. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT HAZARD CLASSIFICATION, 5. HANGERS SHALL COMPLY WITH LANDLORD AND CODE REQUIREMENTS. B. VALVES SHALL BE MILWAUKEE VALVE.EQUAL PRODUCTS BY CRANE OR NIBCO MAY BE FURNISHED AT REOOIREOEY DATE AS WELL AS, THE QUANTITY, SPACING, AND PROTECTED AREA LIMITATION OF SPRINKLER HEADS. THE CONTRACTOR'S OPTION. CONTRACTOR SHALL FURTHER BE RESPONSIBLE FOR CONFIRMING HIS DETERMINATION WITH THE C. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ.FT.IN"SALES"AREAS AND 100 5Q.FT.IN"STOCK" Qu LANDLORD'S INSURING AGENCY AND THE LOCAL FIRE AUTHORITY HAVING JURISDICTION OVER THE AREAS.COMPLY WITH LANDLORD'S DESIGN CRITERIA.PIPE SIZING SHALL BE BASED ON NFPA C. UNIONS TO BE AS FOLLOWS: A rvoLORO COMMENTS 0..017PROJECT. ORDINARY HAZARD. D.WHERE APPLICABLE, LOCATE SPRINKLER HEADS IN CENTER OF CEILING TILE, USE ARMOVER ON ALL D.ALL SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING INTERFERENCE WITH OTHER I. UNIONS FOR COPPER IBC PIPE AO BER UEL ALL BRONZE,SOLDER END TYPE N RACTO.EQUAL SPRINKLER BRANCH LINES TO ACCOMPLISH EXACT LOCATION OF HEAD. TRADES. PRODUCTS BY NIBCO, ELKHART OR MUELLER MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. E. PROVIDE AN NFPA-13 APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM IN BUILDING.SYSTEM SHALL E. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW REQUIREMENTS OF 2. METAL-TO-TRICE UNIONSLOBNTACTN ND SHALOUS AND COPPER SHALL BE INSULATED AO PREVENT METAL-TO-METAL CONTACT AND SHALL BE MANUFACTURED BY WATTS.EQUAL PRODUCTS BY BE APPROVED BY THE LOCAL AND STATE FIRE MARSHAL'S OFFICE. THIS DESIGN. ZURN. C THE INSTALLING CONTRACTOR SHALL BE LICENSED AND CERTIFIED IN THE INSTALLATION OF F. PROVIDE AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE LOCATION FOR THE D. WATER CLOSETS,URINALS AND LAVATORIES SHALL BE VITREOUS CHINA BY AMERICAN STANDARD AS AUTOMATIC SPRINKLER SYSTEMS IN THIS STATE. SPRINKLER SYSTEM A5 REQUIRED OR REQUESTED BY THE LANDLORD, LOCAL INSPECTOR,OR FURNISHED AND INSTALLED BY CONTRACTOR.INSTALL PER ADA REQUIREMENTS. INSURANCE CARRIER. G. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ANY INSPECTION FEES,CHARGES,AND ANY OTHER 2257131NSULATION GOVERNMENTAL FEES APPLICABLE. G. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY LEAKS IN ANY OF THE EQUIPMENT INSTALLED.ALL REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE BY THIS A. PIPE INSULATION AND APPURTENANCES AND COVERINGS ON PIPES USED IN CHASES, SHAFTS OR MA N. THIS AND TEST CERTIFICATES. NOT EXCEEDING TWENTY-FIVE(25)AND IN TYPE 3 AND 4 CONSTRUCTION NOT EXCEEDINGS CONTRACTOR SHALL FILE TEL NECESSARY DRAWINGS, SPECIFICATIONS, CONTRACTOR'S CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. OTHER CONCEALED SPACES IN TYPES I AND 2 CONSTRUCTION SHALL HAVE A FLAME SPREAD RATING •INDICATES NO REASIOry TO THIS SHEET H. PROPERLY COMPLETED AND SIGNED"SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES" SEVENTY-FIVE(75)AND A SMOKE DEVELOPED RATING NOT EXCEEDING FIFTY(50). I. THIS CONTRACTOR SHALL OBTAIN A CERTIFICATE OF INSPECTION AND APPROVAL AND SUBMIT TO SHALL BE FURNISHED TO THE LANDLORD, AND AUTHORITIES HAVING JURISDICTION. DRAWN BY: CMH THE ARCHITECT PRIOR TO TUE REQUEST FOR FINAL PAYMENT. CHECKED BY: JTP 21 05 30 SPRINKLER PIPING SPECIALTIES B. INSULATION SHALL BE JOHNS MANVILLE MICRO-LOK HP FIBERGLASS WITH FACTORY APPLIED ALL J. THIS CONTRACTOR SHALL PROVIDE ALL PRODUCTS AND LABOR REQUIRED TO COMPLETE THE SERVICE JACKET WITH SELF-SEALING TAPE.INSULATION SHALL LIMIT HEAT LOSS TO 25 INSTALLATION OF ALL FIRE PROTECTION SPRINKLER SYSTEMS. A. PROVIDE ALL NECESSARY DRAINS.COORDINATE THE EXACT LOCATION WITH THE ARCHITECT AND BTU/HR./SOFT.OF PIPE SURFACE WITH 55 DEGREES AMBIENT, AND SHALL BE 1/2"THICK ON COLD LANDLORD PRIOR TO ANY INSTALLATION. WATER PIPING AND I"THICK ON HOT WATER PIPING.APPLY INSULATION ALL THE WAY TO POINT OF K. FIRE PROTECTION PIPING AND EQUIPMENT LAYOUT SHALL BE COORDINATED WITH ALL EQUIPMENT, CONNECTION AT EACH PIECE OF EQUIPMENT INCLUDING HOT WATER HEATER. BOTH KNOWN AND UNKNOWN, AND EQUIPMENT INCLUDED UNDER OTHER DIVISIONS OF THE B. THIS CONTRACTOR 15 TO BECOME INFORMED OF THE EXACT DIMENSIONS OF FINISHED WORK WHERE SPECIFICATIONS. PIPES, DUCTS AND EQUIPMENT ARE TO BE PLACED AND WILL ARRANGE THE WORK ACCORDINGLY, C. EXPOSED PIPE FITTINGS, ELBOWS AND VALVES SHALL BE INSULATED WITH ZESTON INSULATION AND ASSUMING ALL RESPONSIBILITY FOR PROPER LOCATION AND COORDINATION OF THE WORK. HAVE FACTORY PREMOLDED PVC COVERS.BUTT THE JOINTS TOGETHER AND WRAP WITH 3"WIDE L. ALL FIRE PROTECTION PIPING SHALL BE INSTALLED AS CONCEALED WORK, WHERE APPLICABLE. STRIP TAPE. IM THE ARCHITECT RESERVES THE RIGHT TO CHANGE THE LOCATION OF ANY SPRINKLER HEAD DURING 22 06 00 PLUMBING BASIC MATERIALS AND METHODS Q INSULATION SHALL NOT BE APPLIED UNTIL THE GENERAL CONSTRUCTION 1.4.45 PROGRESSED THE SUBMITTAL PROCESS EVEN IF THE MOVE SHOULD REQUIRE ADDITIONAL HEADS. SUFFICIENTLY TO INSURE AGAINST PHYSICAL OR MOISTURE DAMAGE TO THE INSULATION.ALL A. PROVIDE AND ERECT THE FOLLOWING PIPING AS SHOWN ON TUE DRAWINGS AND/OR AS REQUIRED. INSULATION DAMAGED THROUGH FAILURE TO OBSERVE THIS DIRECTIVE SHALL BE REPLACED BY THIS N. FILL ANNULAR SPACE BETWEEN SLEEVE AND PIPE OR INSULATION ON ALL PENETRATIONS THROUGH CONTRACTOR AT T1-115 CONTRACTOR'S EXPENSE. FIRE RATED WALLS.FIRESTOPPING MATERIALS SHALL BE UL CLASSIFIED AND MEET THE I. SANITARY BUILDING DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE. REQUIREMENTS OF ASTM.THE METHOD OF INSULATION SHALL CONFORM TO UL FIRE RESISTANCE 2. SCHEDULE 40 PVC PIPING CAN BE USED FOR SANITARY HASTE AND VENT PIPING WHERE LOCAL E. INSTALL ALL INSULATION ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. DIRECTORY. CODE ALLOWS AND WITH APPROVAL FROM LANDLORD.PVC NOT ALLOWED IN RETURN AIR PLENUM. F. INSTALL INSULATION OVER ALL LANDLORD PIPING WITHIN DEMISED PREMISES. O. CEILING GRID SYSTEMS SHALL NOT BE USED TO SUPPORT FIRE PROTECTION ITEMS, PIPING,OR ANY 3. DOMESTIC HOT AND COLD WATER USE TYPE"L"HARD COPPER PIPE. OTHER EQUIPMENT.EACH UTILITY AND THE CEILING GRID SYSTEM SHALL BE A SEPARATE G. INSULATION SHALL NOT BE APPLIED OVER FLANGES, JOINTS AND SEAMS IN PIPING.CONTINUE INSTALLATION AND EACH SHALL BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE. B. THIS CONTRACTOR 15 TO BECOME INFORMED OF THE EXACT DIMENSIONS OF FINISHED WORK WHERE INSULATION TO POINT OF CONNECTION AT EQUIPMENT OR FIXTURE. WHERE INTERFERENCE OCCURS, IN ORDER TO SUPPORT EQUIPMENT OR CEILING GRID SYSTEM, THIS PIPES ARE TO BE PLACED AND WILL ARRANGE THE WORK ACCORDINGLY, ASSUMING ALL CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL NOT BE LOCATED RESPONSIBILITY FOR PROPER LOCATION.IN THE ERECTION OF THE MAINS,SPECIAL CARE SHALL BE H. INSULATION SHALL BE JOHNS MANVILLE.EQUAL PRODUCT BY ARMSTRONG, CERTAINTEED, WHERE THEY INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, LIGHT FIXTURES,AND OTHER USED PROVIDING SUPPORT AND PROPER ALLOWANCES SHALL BE MADE FOR EXPANSION, OWENS-CORNING OR KNAUF MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. MECHANICAL OR ELECTRICAL ITEMS, P. INSTALL ALL SPRINKLER HEADS IN ROOMS IN AN ESTHETIC MANNER.SPRINKLER ARRANGEMENT C_ ALL PIPE LINES MUST BE PROVIDED WITH A SUFFICIENT NUMBER OF FITTINGS OR UNIONS TO MAKE POSSIBLE DISASSEMBLY WITHOUT BREAKAGE OF FITTINGS. DRAWING TITLE. SHALL BE PARALLEL AND PERPENDICULAR TO THE BUILDING WALLS.COORDINATE WITH ARCHITECT AND TENANT. MECHANICAL D. ALL EXPOSED PIPING SHALL BE NEAT AND CAREFULLY ALIGNED WITH THE STRUCTURAL ELEMENTS Q. FIRE PROTECTION CONTRACTOR SHALL VERIFY THE LOCATION OF UTILITIES AND NOTE CONDITIONS OF THE BUILDING.NO OFFSETS OR OBLIQUE BENDS WILL BE PERMITTED.DRAWINGS ARE SPECIFICATIONS WHICH WOULD AFFECT THE WORK.ALL DISCREPANCIES SHALL THEN BE REPORTED TO THE DIAGRAMMATIC AND SHOULD NOT BE USED FOR LAYOUT WORK. LANDLORD'S TENANT COORDINATOR PRIOR TO THE BID AWARD. E. ALL LOW POINTS IN WATER PIPING TO HAVE DRAIN VALVES WITH STANDARD HOSE ATTACHMENTS. R.INSTALLATION WILL NOT BE CONSIDERED COMPLETE UNLESS AND UNTIL WRITTEN ACCEPTANCE IS HOT AND COLD WATER PIPING IS TO PITCH TOWARD THE NEAREST DRAIN VALVE. 4 RECEIVED FROM THE STATE FIRE MARSHAL AND THE LANDLORD'S INSURING AGENCY F. ALL PIPES TO BE INSTALLEDCWRKSHALL BE LOCATED AT SUFFICIENT DISTANCE FROM WALLS,OTHER s PIPES,LI TIONUIT, DUCTWORK TOCK ANS OTHERISOBSTACLES TO AVOID INTERFERENCE AND TO PERMIT THE 5. FIRE PROTECTION CONTRACTOR MAINTAIN ONE SET OF ROWING5 ON THE JOB TO IN USED APPLICATION OF FULL THICKNESS OF INSULATION SPECIFIED. DATE ISSUED: STRICTLY FOR RECORDING ANY INSTALLATION DEVIATIONS FROM THE CONTRACT DRAWINGS. 04/07/17 4 T. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR DAILY CLEAN-UP AND REMOVAL OF FIRE G MECN4NICAL JOINT TYPE PIPING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. `T PROTECTION DEBRIS FROM THE SITE WEEKLY.THE PREMISES SHALL BE KEPT IN A NEAT AND H. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED ORDERLY CONDITION. WITH CALCIUM SILICATE, SILICONE"HTV"FOAM, "3M"FIRE RATED SEALANTS OR EQUAL, SO AS TO PROJECT NO: U. FIRE PROTECTION CONTRACTOR SHALL REVIEW AND FOLLOW ALL LANDLORD REQUIREMENTS.THE RETAIN THEIR FIRE RATING. 17 8 E SUBMITTING OF A BID AUTOMATICALLY IMPLIES THAT THESE REQUIREMENTS HAVE BEEN REVIEWED AND ARE IN THE BID PRICE AND INFORM LANDLORD IN ADVANCE OF ANY DOWN TIME. DRAWING NO: V. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE,SILICONE"RTV"FOAM, "3M"FIRE RATED SEALANTS OR EQUAL,SO AS TO RETAIN THEIR FIRE RATING. M4.0 FIRE PROTECTION SPECIFICATIONS A 23 05 00 GENERAL PROVISIONS FOR HVAC 23 05 01 HVAC BASIC MATERIALS AND METHOD 23 31 13 HVAC AIR DISTRIBUTION AND RETURN SYSTEMS 23 74 15 SINGLE DUCT FAN POWERED VARIABLE AIR VOLUME HVAC UNITS OWNER: ASSEMBLED FAN W VARIABLE AIR VOLUME BOX, FULLY INSULATED I AND A WN ON DRAWINGS. A. UNIT SHALL BE FACTORY SSE BLED POWERED V R BLE OLU M INFORMED OF THE NWILL DIMENSIONS U WORK CORD WHERE A. ALUC AND RLL DUCTWORK AND PLENUMS OF SIZE U E I 4. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL A A. THIS CONTRACTOR IS TO BECOME FOR ED UNTUCKit► REQUIRE, BY CODEING, AIR CONDITIONING EINTEM,COMPLETE AS INDICATED ON THE DRAWINGS,AS PIPES,SSUDUCTS AND EQUIPMENT OE TO BE PLACED AND WILL AR DINAT THE WORK ACCORDINGLY, ALL DUCTSSFOR AIR VELOCITIES LESS THAN ET FPM ANDSTATICOF STEEL DUCT 2.OR LESS CONSTRUCTION, STAND ALONE CONTROLS AND CAPABLE OF THE MAXIMUM CFM AS INDICATED BY �, REQUIRED BY CODE AND AS SPECIFIED HEREIN. ASSUMING ALL RESPONSIBILITY FOR PROPER LOCATION AND COORDINATION OF THE WORK. SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL.THE GAUGE OF STEEL USED IN ALL DUCTS LANDLORD. SHIRTS DESIGNED TO SHALL BE AS FOLLOWS- B. THE M ECONTRACTOR,UANDSM FINAL NOTED O S PROVIDE POWER WIRING FOR EACH B. IN THE ERECTION OF THE DUCTWORK,SPECIAL CARE SHALL BE USED PROVIDING SUPPORT. B. CABINETLLSHALL BE GALVANIZED STEEL, E-COAT D DF AND COATEDWITH WITH BAKED ENAMEL.CABINET BE WORN UNTUCKED. ITEM OF ELECTRICAL EQUIPMENT AND MAKE FINAL CONNECTIONS TO MOTORS. I. WHERE GREATER RECTANGULAR DIMENSION 15 12"FROM M LESS USE 26 GAUGE. PANEL BE LINEDL WIEH T THICK NEOPRENE-COATED FIBERGLASS WITH EASILY REMOVABLE SERVICE 379 WEST BROADWAY C. ALLODUCTWORK SHALL O PLACEDEO TO A5 TO AVOID INTERFERENCE WITH PLUMBING PIPES, ELECTRIC 2. WHERE GREATER RECTANGULAR DIMENSION 15 FROM 31'THROUGH 54"USE 24 GAUGE. PANELS TO ALL OPERATING COMPONENTS. NEW YORK.NY.10012 C. ALL FINISH PAINTING IS BE PERFORMED BY THE GENERALCONTRACTOR, EXCEPT AS NOTED CONDUITS OR PIPES OF OTHER CONTRACTORS. 3. WHERE GREATER RECTANGULAR DIMENSION 15 FROM 31"THROUGH Sd"USE 22 GAUGE. ELSEWHERE.GENERAL CONTRACTOR,AT THIS CONTRACTOR'S EXPENSE, SHALL RESTORE TO ORIGINAL 4. WHERE GREATER RECTANGULAR DIMENSION IS FROM 55"THROUGH 84"USE 20 GAUGE. C. OPTIONAL ELECTRIC HEATER SHALL BE FACTORY PROVIDED.VL RECOGNIZED RESISTANCE OPEN TYPE CONDITION ANY PAINTING DEFACED DURING CONSTRUCTION AND AFTERR ORIGINAL PAINTING. D. ALL DUCTWORK MUST BE PROVIDED WITH SUFFICIENT DISTANCE FROM WALLS, PIPES OBSTACLES TO PERMIT THE APPLICATION OF FULL THICKNESS OF INSULATION SPECIR. AND OTHER HEATEFIED. B. TRANSVERSE JOINTS AND BRACING TO CONFORM TO"HVAC DUCT CONSTRUCTION STANDARDS- ARCHITECT/ENGINEER: D. ALL WORK SHALL CONFORM TO CODES, RULES,AND REGULETIONS- D.CONTROLS= METAL AND FLEXIBLE"(CURRENT SMACNA)_ E. THIS CONTRACTOR SHALL PERFORM AN ACCURATE AND COMPLETE BALANCE OF AIR SYSTEMS AS I. NATIONAL ELECTRIC CODE. PART OF TP15 CONTRACT, WHICH SHALL BE COMPLETED BEFORE FINAL ACCEPTANCE OF THE WORK C. ALL DUCTS SHALL BE RIGID AND SHALL BE CROSS-BROKEN, PROPERLY STIFFENED WITH SUITABLE I. HEATING/COOLING"5"SENSORS TO PROVIDE STAGED HEATING AND CONTROL OF AIR VALVE FORIle g g 2. STANDARD FOR INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS, NFPA ROA. OF THIS CONTRACT.AIR BALANCE SHALL BE SUBCONTRACTED TO A CERTIFIED MEMBER OF BRACES, TOES,OR ANGLES TO KEEP THEM TRUE TO SHAPE AND PREVENT BUCKLING.ALL VERTICAL HEATING t COOLING.MOUNT THE BOTTOM OF THE SENSOR 48"ABOVE THE FLOOR. g 3. CODE FOR SAFETY TO LIFE FROM FIRE IN BUILDINGS AND STRUCTURES, NFPA 101. ASSOCIATED AIR BALANCE COUNCIL. DUCTS SHALL BE OF STRONG ENOUGH CONSTRUCTION TO CARRY 100 LBS.SUSPENDED LOAD FROMS N 2. WHEN SENSOR CALLS FOR COOLING,AIR VALVE SHALL OPEN IN 5%INCREMENTS UNTIL FULLY 4. FEDERAL OCCUPATIONAL SAFETY AND HEALTH STANDARDS. HANGERS WITHOUT BUCKLING.SOLDER ALL JOINTS WHERE NECESSARY TO INSURE TIGHT WORK. OPEN,OR UNTIL SPACE TEMPERATURE IS SATISFIED. m 5. STATE MECHANICAL CODE. F. VIBRATION ISOLATION DEVICES SEAMS OF ALL DUCTS AND JOINTS SHALL BE HAMMERED TO A SMOOTH SURFACE ON THE INSIDE. 3. WHEN SENSOR CALLS FOR HEATING, AIR VALVE SHALL CLOSE IN 5%INCREMENTS UNTIL FULLY t 6. STATE BUILDING CODE CLOSED,THEN FAN SHALL ACTIVATED,THEN EACH STAGE OF HEATING SHALL BE ENERGIZED ®m T. STATE INDUSTRIAL COMMISSION REQUIREMENTS. I. VIBRATION ISOLATION DEVICES SHALL BE FURNISHED AND INSTALLED WITH SUPPORTS BETWEEN D. CONSTRUCTION INCLUDING HANGERS AND SUPPORTING SYSTEMS OF ALL DUCTWORK SHALL ALSO BE 45 REQUIRED UNTIL SPACE TEMPERATURE 15 54TISFIED. c 4 8. LOCAL BUILDING CODE REQUIREMENTS. VIBRATING EQUIPMENT AND THE STRUCTURE(FANS, AIR HANDLERS, ETC)BY THIS0 S R BUILDING INSURING AGENCY REQUIREMENTS. CONTRACTOR. IN ACCORDANCE WITH"HVAC DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE"(CURRENT 4. CALIBRATED,OADJUSTED,ANDINPROPER TESTEDWOROKING CONDITIONED.ONTROL ELEMENTS ARE 2. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING SMACNA). I0. STATE PLUMBING CODE. DEVICES, VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE ISOLATED WITH E. PROVIDE VIBRATION ISOLATION HANGERS AND SUPPORTS AS REQUIRED TO SUPPORT UNIT PER II. NFPA. E. FLEXIBLE CONNECTIONS SHALL BE INSTALLED ON THE OUTLET AND INTAKE OF AIR HANDLING UNITS HOUSED SPRING MOUNT DEVICES. 4ND FANS.THESE CONNECTIONS SHALL BE AT LEAST 6"LONG,MADE OF NFPA BOA APPROVED LANDLORD'S REQUIREMENTS AND MANUFACTURER'S RECOMMENDATIONS.FIELD VERIFY AND E. ALL PERMITS REQUIRED BY LAWS,ORDINANCES AND BUILDING CODES HAVING JURISDICTION SHALL 3. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING DEVICES, ADJUST FLAMEPROOF FABRIC. COORDINATE ALL REQUIREMENTS. BE OBTAINED AT THE PROPER TIME BY AND AT THE EXPENSE OF THIS CONTRACTOR. FOR PROPER ALIGNMENT AND LOADING.AVOID"GROUNDING"THE ISOLATOR. V) ^ 4. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT THEF. FURNISH AND INSTALL VOLUME CONTROLLER AND EXTRACTOR AT ALL BRANCH TAKEOFFS IN SUPPLY F. MECHANICAL CONTRACTOR TO MAKE POWER CONNECTIONS TO UNITS. cr F. THIS CONTRACTOR SHALL OBTAIN ALL INSPECTIONS REQUIRED BY ALL LAWS,ORDINANCES AND UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. AND RETURN FROM MAIN DUCTS TO ALL BRANCH DUCTS WHERE SHOWN.UNIT SHALL BE OF TWO PUBLIC AUTHORITY HAVING JURISDICTION AND SHALL OBTAIN CERTIFICATES OF SUCH INSPECTIONS 5. CONSULT MANUFACTURER FOR APPLICATION DATA GAUGES HEAVIER THAN THE DUCT. G.MECHANICAL CONTRACTOR 15 RESPONSIBLE FOR INSTALLING ALL CONTROLS, CONTROL WIRING AND AND SUBMIT SAME TO THE ARCHITECT AND SHALL PAT ALL FEES,CHARGES,ASSESSMENTS AND TO MAKE OPERATIONAL.ALL CONTROLS FURNISHED BY LANDLORD CONTROL CONTRACTOR AT OTHER EXPENSES IN CONNECTION THEREWITH. 23 05 93 TESTING,ADJUSTING AND BALANCING FOR HVACG. PROVIDE MANUAL ADJUSTING LEVER FOR EACH UNIT.UNITS SHALL MOVE FROM FULL OPEN TO FULLY MECHANICAL CONTRACTOR'S EXPENSE. O G. PIPING AND EQUIPMENT LAYOUT IS SCHEMATIC.EXACT LOCATIONS ARE DETERMINED BY STRUCTURAL A. ALL AIR DISTRIBUTION SYSTEMS ARE TO BE BALANCED IN ACCORDANCE WITH GENERALLY ACCEPTED CLOSED POSITION TO CONTROL AIR DIRECTION AND VOLUME. H. VAV BOX SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR.CONTROLS SHALL BEIILI S AND OTHER CONDITIONS.DESIGN OF SYSTEM MAY NOT BE CHANGED.ONLY EXACT LOCATION OF ENGINEERING STANDARDS BY AN INDEPENDENT AABC OR NEBB CERTIFIED CONTRACTOR.MECHANICAL H. FURNISH AND INSTALL TURNING VANES IN ALL ELBOWS OF RECTANGULAR DUCTS.THE BLADES TO BE FURNISHED BY LANDLORDS CONTROL CONTRACTOR AT MECHANICAL CONTRACTOR'S EXPENSE.UPON C 3 PIPING AND DUCTS MAY BE REVISED TO SUIT CONSTRUCTION CONDITIONS AND AID N COORDINATION CONTRACTOR SHALL PAY ALL COSTS FOR THIS WORK AND SHALL COORDINATE THIS WORK WITH AND HOLLOW-FORMED DOUBLE THICKNESS VANES. DELIVERY OF UNITS, MECHANICAL CONTRACTOR SHALL VERIFY ALL EQUIPMENT IS AS SPECIFIED ON WITH WORK OF OTHER CONTRACTORS. BETWEEN ALL TRADES. DRAWINGS INCLUDING ALL ELECTRICAL REQUIREMENTS, ACCESSORIES AND OTHER REQUIREMENTS. p1 g''^ I. INSTALL SUPPLY AND RETURN REGISTERS,GRILLES AND DIFFUSERS AS SHOWN ON THE DRAWINGS ANY DISCREPANCIES MUST BE REPORTED TO TENANT CONSTRUCTION MANAGER WITHIN THE FIRST H. THE MATERIALS AND EQUIPMENT INSTALLED IN THE WORK SHALL MEET THE REQUIREMENTS OF THE B. AFTER CORRECTING BALANCE OF ALL AIR SYSTEMS TO WITHIN 10%OF DESIGNED VALUES, SUBMIT AND SCHEDULE. TWENTY-FOUR(24)HOURS AFTER DELIVERY. T ICONTRACT DOCUMENTS AND NO MATERIALS OR EQUIPMENT SHALL BE ORDERED UNTIL REVIEWED BY FINAL AIR BALANCE REPORTS TO ARCHITECT, ENGINEER AND UNTVCKIT.FINAL BALANCE REPORT y THE ENGINEER, LANDLORD AND/OR ARCHITECT. MUST INDICATE AIR VALUES WITHIN 10%OF DESIGN, OR MUST STATE THE REASON THAT THE J. FLEXIBLE SUPPLY AIR DUCTWORK SHALL BE BY FLEXMASTER TYPE IB OR EQUAL,WITH I"THICK =mYl F,APPROPRIATE BALANCE COULD NOT BE ACHIEVED. FIBERGLASS BLANKET INSULATION WITH METALIZED FILM VAPOR BARRIER OUTER JACKET.FLEXIBLE I. MECHANICAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PER THE DOCUMENTS PROVIDED BY THIS DUCT IN RETURN AIR PLENUM TO BE CLEARLY LABELED"CLASS I"EVERY FOUR FEET.FLEXIBLE (END OF HVAC SPECIFICATIONS) w LE Cl'tl CONTRACTOR. G. MECHANICAL CONTRACTOR SHALL REVIEW AIR BALANCE REPORT PRIOR TO SUBMISSION OF REPORT DUCT LENGTH MAT NOT EXCEED FIVE FEET.INSULATION SHALL HAVE MIN.INSTALLED R-VALUE OF DO TO ENGINEER AND ARCHITECT.IF ENGINEER OR ARCHITECT REVIEW THE AIR BALANCE REPORT 42 o E J. CATALOG DATA FOR EQUIPMENT REVIEWED BY THE ARCHITECT SHALL NOT SUPERSEDE THE MULTIPLE TIMES DUE TO THE CONTRACTOR NOT FOLLOWING THESE GUIDELINES OR SENDING A ENGINEER'S CONTRACT DOCUMENTS.THE REVIEW OF THE ENGINEER SHALL NOT RELIEVE THIS PRELIMINARY REPORT FOR REVIEW IN LIEU OF THE FINAL REPORT, THE MECHANICAL CONTRACTOR CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS, WILL BE BACKCHARGED FOR ALL REVIEWS BEYOND THE FIRST. L.K. METAL DUCTWORK-NO FIBERGLASS DUCT ALLOWED. 0GxN 3 h PROVIDING PROPER CLEARANCE, FABRICATION PROCESS AND COORDINATION WITH OTHER TRADES. DUCT CONSTRUCTION SHALL BE AS FOLLOWS- ` D.VERIFY CONTROLS DURING BALANCING, INCLUDING HUMIDITY CONTROLS WHERE APPLICABLE. K. WHEN SUBMITTED FOR THE ARCHITECT'S REVIEW, SHOP DRAWINGS SHALL BEAR THIS CONTRACTOR'S L m I. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT ALL LOW PRESSUREIDUCT IN ACCORDANCE " CERTIFICATION AWI N THTC THE MECHANICAL CONTRACTOR IT HAS REVIEWED,EIREM CHECKED AND APPROVED THE E. Al THE ER BALANCE THE PROJECT, ORE AMECHANICAL UTHO CONTRA INGR SHALL SUBMIT FINAL WITH IFP LATEST EDITION OF SMACNA STANDARDS WITH THE FOLLOWING PRESSURE SHOP DRAWINGS, THAT THEY ARE IN DOCUMENTS WITH THE REQUIREMENTS T RHES VERIFIED AND WITH AIR/WATER BALANCE REPORT TO LANDLORD AND AUTHORITY HAVING JURISDICTION AS REQUIRED. CLASSIFICATIONS, DUCE TOL PROVISIONS EN SHE CONTRACT CTION CRIT AND THAT THIS CONTRACTOR BE SE SI ALL R FIELD MEASUREMENTS MEL AND CONSTRUCTION CRITERIA, MATERIELS,CATALOG NUMBERS AND THE SH 23 07 00 HVAC INSULATION SUPPLY DUCTS 2"W.G.POSITIVE. DATA.MECHANICAL CONTRACTOR SHALL ALSO CERTIFY'THAT THE WORK REPRESENTED BY THE SHOP B. RETURN AND EXHAUST DUCTS 2"W.G.NEGATIVE. DRAWINGS AS RECOMMENDED BY THIS CONTRACTOR AND THE MECHANICAL CONTRACTOR'S A. DUCT INSULATION AND APPURTENANCES SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING 2 SEAL ALL LOW PRESSURE DUCTS PER SMACNA CLASS B AND ALL MEDIUM PRESSURE DUCTS GUARANTEE WILL FULLY APPLY. TWENTY-FIVE(25)AND A SMOKE DEVELOPED RATING NOT EXCEEDING FIFTY(50). TO SMACNA CLASS A. neEas NEETxomEsrartooesmowW L. ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST EXAMINE THE SITE AND B. RECTANGULAR DUCTWORK CONCEALED FROM VIEW SHALL HAVE I I/2'THICK FOIL FACE INSULATION 3. REGARDLESS OF ABOVE DUCT CONSTRUCTION AND SEALANT PRESSURE CLASSIFICATIONS, MAXIMUM DUCT AIR LEAKAGE WILL NOT EXCEED 5%AS REQUIRED FOR FINAL AIR BALANCE ALL CONDITIONS THEREIN.ALL PROPOSALS SHALL TAKE INTO CONSIDERATION ALL SUCH CONDITIONS PINNED TO DUCT WITH 10 PCF DENSITY AND R-VALUE OF 4.2 MIN.OWENS-CORNING COMMERCIAL APPROVAL. AS MAY AFFECT THE WORK UNDER THIS CONTRACT.THE SUBMITTING OF A BID AUTOMATICALLY GRADE FIBERGLASS. IMPLIES THAT THIS EXAMINATION OF SITE PAS BEEN DONE. M.ROUND DUCTWORK SHALL BE GALVANIZED STEEL WITH SPIRAL LOCK SEAM CONSTRUCTION FOR ALL C. ROUND DUCTWORK CONCEALED FROM VIEW SHALL HAVE 1 I/2"THICK FOIL FACE INSULATION WITH 2" SIZES 12"DIAMETER AND LARGER.ROUND DUCTWORK SIZES 10"DIAMETER AND SMALLER MAY BE M.MECHANICAL CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AND NOTE CONDITIONS WHICH STAPLING FLANGE AND MIN. INSTALLED R-VALUE OF 4.2.OWENS-CORNING COMMERCIAL GRADE SNAP-LOCK CONSTRUCTION.ALL SNAP-LOCK SEAMS SHALL BE SEALED AS DESCRIBED IN THESE STORE NO: WOULDAFFECT THE WORK.ALL DISCREP4NCIE5 SHALL THEN BE REPORTED PRIOR TO THE BID FIBERGLASS DUCT WRAP TYPE 100. SPECIFICATIONS.ROUND FITTINGS SHALL BE GALVANIZED STEEL WITH SPOT WELDED AND BONDED AWARD. CONSTRUCTION.DUCTWORK SHALL BE AS MANUFACTURED BY UNITED MCGILL, SEMCO,OR APPROVED N. PROVIDE INSTRUCTION TO LANDLORD'S OPERATING PERSONNEL AS NECESSARY,SHOWING LOCATIONS D. EXPOSED ROUND AND RECTANGULAR DUCTWORK SHALL HAVE NO INSULATION. EQUAL. AND PROPER OPERATION OF MAJOR ITEMS OF EQUIPMENT AND SYSTEM COMPONENTS AND REFERRINGPROJECT LOCATION: E. ALL DUCTWORK L UNCONDITIONED 5. . SPACESDSHALL HAVE HVLE INS DUCT WRAP WITH A WITH AM N. ALL JOINTS AND LL4BE SHALL BE SEALED WITH WITH WIDE,ET METALE-LIBER FABRIC REINFORCEDID SCBE. TO THE OPERATING INSTRUCTION MANUAL DESCRIBED BELOW AS A GUIDE. INIMUME INSTALLED R-VALUE OF ACONDITIONED ED SPACES SHALL HAVE INSULATION DUCT WRAP WITH A JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET SCREWS.LIQUID SEALANTS BY WASHINGTON O. COMPILE WRITTEN MANUAL OF OPERATING INSTRUCTIONS INCLUDING COPIES OF SHOP DRAWINGS AND MINIMUM R-VALUE OF 4.2. UNITED MCGILL CORP., DOW CORNING, MIRACLE ADHESIVES AND SUREBOND INC.WILL BE ACCEPTED A LISTING OF EQUIPMENT SUPPLIERS.ASSEMBLE IN B-1/2"X II"HARD BACKED INDEXED BINDER. F. INSULATION SHALL NOT BE APPLIED UNTIL THE MECHANICAL CONSTRUCTION HAS PROGRESSED IN LIEU OF TAPE 9585 SW WASHINGTON MATERIAL SHALL BE A5 FOLLOWS, SUFFICIENTLY TO INSURE AGAINST PHYSICAL OR MOISTURE DAMAGE TO THE INSULATON.ALL O. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED SQUARE RD INSULATION DAMAGED THROUGH FAILURE TO OBSERVE THIS DIRECTIVE SHALL BE REPLACED AT THIS OTHERWISE. SPACE#F01 1. TITLE PAGE,TITLE OF JOB, LANDLORD/TENANT, ADDRESS, DATE, SUBMISSION,CONTRACTOR CONTRACTORS EXPENSE. AND ENGINEER. 23 33 00 DAMPERS PORTLAND,OR 97223 2. INDEX G. HANGER RODS MUST BE PERPENDICULAR TO DUCTWORK BEFORE INSULATION 15 INSTALLED. 3. LIST OF MAJOR EQUIPMENT USED IN PROJECT ACCOMPANIED BY MECHANICAL CONTRACTOR A. RECTANGULAR DUCT GALVANIZED STEEL MANUAL BALANCE AND MOTORIZED DAMPER 6"WIDE 16 DESIGN TYPE. PURCHASE ORDER NUMBERS AND SUPPLIERS NAMES AND ADDRESSES. H. INSTALL ALL INSULATION ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. _ 4. ONE COPY OF EACH SHOP DRAWING GROUPED BY TYPES OF EQUIPMENT(I.E., ROOFTOP UNITS, GAUGE OPPOSED BLADES, CHANNEL FRAME WITH BRACED CORNERS,CONCEALED LINKAGE,TEFLON FANS, ETC.) 1. INSULATION SHALL BE APPLIED OVER FLANGES, JOINTS AND SEAMS IN PIPING AND DUCTWORK. FILLED BEARINGS,3/B"DIAMETER AXLE, 6"LONG CONTROL SHAFT.MOTORIZED DAMPER TO HAVE 5. SECTION FOR EACH SYSTEM INCLUDING, REPLACEABLE BUTYL RUBBER SEALS INSTALLED ALONG THE TOP, BOTTOM AND SIDES OF THE J. ALL JOINTS AND SEAMS IN INSULATION SHALL BE PROPERLY SEALED TO MAINTAIN VAPOR BARRIER FRAME, AS WELL AS,ALONG ALL SIDES OF EACH BLADE. REVISIONS: a. BRIEF DESCRIPTION OF SYSTEM OPERATION WITH LOCATION OF MAJOR COMPONENTS. INTEGRITY. b. HVAC SYSTEM MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS B. ROUND GALVANIZED STEEL MANUAL BALANCE DAMPER WITH SINGLE 16 GAUGE BLADE, CHANNEL REWIRED ar. DATE AND SCHEMATICS. K. INSULATION SHALL BE OWENS-CORNING. EQUAL PRODUCT BY ARMSTRONG, CERTAINTEED, SCHULLER FRAME, STAINLESS STEEL SLEEVE BEARINGS PRESSED INTO FRAME,3/8"DIAMETER AXLE EXTENDED OR KNAUF MAY BE FURNISHED AT THE CONTRACTORS OPTION. 6"FOR CONTROL SHAFT, BLADE STOP. P. SUBMIT A COMPLETED COPY TITLED"HVAC OPERATING INSTRUCTON MANUAL"ON THE BINDING EDGE �UNOJHOO COMMENTS W2&M+] OF BINDER TO ARCHITECT FOR APPROVAL.AFTER ARCHITECT'S REVIEW AND ANY CORRECTIONS C. EQUIP DAMPERS WITH LOCKING QUADRANTS. A REQUIRED ARE COMPLETED, SUBMIT A COPY OF THE MANUAL TO THE LANDLORD. D.INSTALL BALANCE DAMPERS WHERE SHOWN ON THE DRAWINGS AND ELSEWHERE AS NECESSARY TO Q.WITHIN 50 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL OBTAIN PROPER SYSTEM BALANCE. INSTALLATION SHALL BE PROVIDED TO THE BUILDING LANDLORD.RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, MECHANICAL E. CHECK DAMPERS FOR PROPER OPERATION BEFORE AND AFTER INSTALLATION. CONFIGURATION OF DUCT DISTRIBUTION SYSTEM INCLUDING SIZES,AND THE AIR DESIGN FLOW F. DAMPERS SHALL BE RUSKIN.EQUAL PRODUCT BY AMERICAN WARMING AND VENTILATING, LOUVERS ROTES. AND DAMPERS,OR PREFCO MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. R. ANY REFERENCE TO TENANT OR TENANT CONSTRUCTION MANAGER,OR FURNISHED BY ANY OF THE ABOVE, REFERS TO UNTVCKIT. 23 37 13 AIR DISTRIBUTION DEVICES S. REFER TO RESPONSIBILITY SCHEDULE ON SHEET GI.2 FOR INFORMATION IN REGARD TO A. LINEAR SLOT SUPPLY AIR DIFFUSER-ALUMINUM LINEAR SLOT DIFFUSER.PROVIDE WITH INSULATED RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. PLENUM, PRICE MODEL 505100. T. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS B. LINEAR SLOT RETURN AIR DIFFUSER-ALUMINUM LINEAR SLOT DIFFUSER.PRICE MODEL SDRI00. •RRCSTES NO REVISION TOTHS SHEET I. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE C. SQUARE CEILING SUPPLY AIR DIFFUSER-STEEL SQUARE CEILING DIFFUSER, REMOVABLE PLAQUE DRAWN BY: CMH SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED.THE USE OF ANY UNAUTHORIZED FACE PANEL, ROUND NECK, PRICE MODEL 5PD. CHECKED BY: JTP EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THIS CONTRACTORS EXPENSE. D. RETURN AIR GRILLE-STEEL RETURN AIR GRILLE, 1/2"BLADE SPACING WITH 45'FIXED DEFLECTION 2. MECHANICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO TENANT • BLADES, FRONT BLADES PARALLEL TO THE SHORT DIMENSION, PRICE MODEL 530. CONSTRUCTION MANAGER FOR APPROVAL.SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR(4)WORKING DAYS FOR TENANT CONSTRUCTION MANAGER'S REVIEW E. FINISHES-FURNISH ALL AIR DISTRIBUTION DEVICES WITH PRIME COATED AND WHITE BAKED ENAMEL WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS.SUBMITTALS SHALL BEAR FINISH COAT UNLESS SPECIFIED OTHERWISE. THE STAMP OF THE MECHANICAL CONTRACTOR AND THE SUB-CONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT TUE SUBMITTALS ARE IN CONFORMANCE WITH THE F. COORDINATE AIR DI STRIBUT1 ON DEVICE LOCATIONS WITH ALL AFFECTED CONTRACTORS BEFORE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. INSTALLING DUCTWORK.SIGNIFICANT DEVIATIONS IN LOCATIONS FROM THOSE SHOWN ON THE DRAWINGS MUST BE APPROVED BY ARCHITECT BEFORE INSTALLATION. U. DEMOLITION G. SUSPEND CEILING AIR DEVICES FROM STRUCTURE ON WIRE HANGERS OR FROM RIGID DUCTWORK. 1. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF CEILING MUST NOT BE USED TO SUPPORT AIR DISTRIBUTION DEVICES. EXISTING WORK.FIELD VERIFY AND COORDINATE ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT AND PROTECT EQUIPMENT TO REMAIN DURING CONSTRUCTION. H. SECURELY FASTEN SIDE WALL AIR DEVICES TO RIGID DUCTWORK OR STRUCTURE. V. FINAL HVAC INSPECTIONS I. AIR DISTRIBUTION DEVICES FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR SHALL BE PRICE OR EQUALS BY TITUS,KRUEGER OR NAI LOR MEETING REQUIREMENTS ON SHOWN ON SHEET 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, TENANT SHALL HAVE AN M2.0. INDEPENDENT CONTRACTOR INSPECT THE FINISHED INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES.THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT CONTRACTOR UP TO PLANS AND SPECIFICATION REQUIREMENTS. W.WARRANTY AND GUARANTEE I. MECHANICAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND LABOR PROVIDED UNDER DRAWING TITLE' THIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT NO ADDITIONAL COST ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT DISCOVERED WITHIN 12 MONTHS FROM THE DATE MECHANICAL OF CERTIFICATE OF OCCUPANCY.THIS GUARANTEE SHALL EXTEND TO LABOR AND MISCELLANEOUS MATERIALS REQUIRED FOR THE INSTALLATION OF EQUIPMENT,BUT SHALL NOT SPECIFICATIONS OVERLAP WITH WARRANTY PROVIDED BY MANUFACTURER.THE CONTRACTOR IS RESPONSIBLE TO VERIFY, COORDINATE AND FOLLOW ALL PROPER HANDLING AND INSTALLATION TECHNIQUES WITH MANUFACTURER(S)N ORDER TO MAINTAIN MANUFACTURERS WARRANTY. 4 DATE ISSUED, 404/07/17 PROJECT NO: 170128 DRAWING NO: M4. 1 HVAC SPECIFICATIONS A