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Plans (6) BUP2015 - 00376 RESPONSIBILITY SCHEDULE: GjAL :;.; F.L.QUIRED �iOJECT INFORMATION: LIST OF DRAWINGS OWNER/TENANT: ' )i// /"• - ,;;%' i„/i- -Y vni'. // /%/%/% /l// /'/// !/%9�i,. /%/ i;'%//%/ -////%% / I State of Oregon Stt,_-j�(, tia! S,umaaa1 Furnish Ins taN m SCOPE OF WORK u '>? 8 P- a REMARKS ❑ and Reirrforcalg Steel EGRESS: NO CHANGE DLLKs. NO. DRAWING TITLE REVISION NUMBER a A a A a :a ' a' aLr� OCCUPANCY NO CHANGE ARCHITECTURAL ” tnata&ed in Concrete USE: NO CHANGE ZL 1-A REG Ell " ' , " " " " ' " e A000 COVER SHEET G O-Q�V W J ' " J � '" ' ` " z DEMISING WALLS: NO CHANGE els ' l � ' "'"'< ❑ SpeaalMoment-Resisting Concrete Frame INTERIOR PARTITIONS: EXISTING / NEW A001 GENERAL NOTES / VENDORS AN 6 2 16 ChocolaI PEWS.FEES,INSURANCE CERTRCATES ETC x PEFtafT APPLIED FOR BY TBaANr;PCKBD U'AND PAID FOR BY TO FINISHES: NEW 6ARRCADE x C3 Reinforcing Steel BPrestressing Steel Tendaf6 A002 ARCHITECTURAL SPECIFICATIONS CIT GODIVACHOCOLATIER, INC. BARRCADEGRAPFLCS x MERCHANDISING FIXTURES: NEW 333 WEST 34TH STREET TEMPURRES&tT]txRMB4r x x PROVIDEACCOLUr NUABEPSTOONTffi2 ❑ Structural Welting MECHANICAL: NEW EQUIPMENT AND DISTRIBUTION A003 ARCHITECTURAL SPECIFICATIONS I DING DIVISI NEW YORK NY 10001 RCCHVW,&LKOACMOVAMSUTLE)MATEdALS x x - FINAL PROFESSIONAL CLEANUP&TRASH REEMAL x z ELECTRICAL: NEW —...._...—._....._.._—._.....—.........—. Fw.L,roesRERANs .. ....... ........x ._... ........ .x... ev..L_X;sroaacETUBeINBaaiRod�e........—_........._—....... ❑ HI h-Siren iBolti PROJECT PLANNER: —.......—........._.........—.........—.........—......... 9 9h n9 PLUMBING: EXISTING / NEW CEABRCATEOFOOCUPAWY ....... ........ ......x ......... ....... xLIFE ❑ SAFETY: NO CHANGE Structural Masonry STRUCTURAL: NO CHANGE A1D0 DEMOLITION / EXISTING CONDITIONS PLAN . .; - DEMOLITION&HAUL OFF x x ❑ Reinforced Gypsum Concrete AI01 CONSTRUCTION PLAN ❑ Insulating Concrete Fill ODE SUMMARY: A102 REFLECTED CEILING PLAN CONCRETE SLAB TREN:.HI.:NNFU x -x x ❑ Spray Applied Fire-Resistive Materials AI03 FINISH PLAN CONU7ETESLABPATCF64G,LEVEJNG,CUTTNG x x ICREATE SMOOTH LEVELSLRFACE APeds' riLedPiersandCaissons A104 FINISH SCHEDULE ❑ ROJECT DATA A105 FIXTURE PLAN STRUCTURAL STS x - PLICABLE CODES - ALL WORK UNDER TH15 CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS sTRLcnpAL B LIGHT GALIGE METAL FRAMNG x x A106 EQUIPMENT, FIXTURES, AND BACKBAR DEMLSIM WALL STUDS xG0D ❑ rading,Excavation and Filling D DRAWINGS AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES ACCESSORIES SCHEDULES ...... .... mom / ._ ... I VOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF WJCA INC. ❑ Smoke-Control Systems E G.C. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND C�-/0001 a 11 ^� D FOR BY THE G.C. INVOLVED. APPLICABLE CODES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 763 SUSQUEHANNA AVE. ROUCdi FFAMNG,WWDBLOCKN'GAPD FURFdNG x x / ((/�i G/W/G [%l(i/ fHSHCAR7ENTRY x , ❑ Otherinspections A200 STOREFRONT ELEVATION, PLAN FRANKLIN LAKES, NJ 07417 —..___—.........---......._—_....... — ......... —....._—. _.... A201 STOREFRONT DETAILS TEL: 201-848-9060 APPLICABLE CODES: FAX: 201-848-9881 ,....: %% � � ! A202 STOREFRONT DETAILS WATHURLATIDN RANE85BLA"'s x x_ STANDARD SYMBOLS ABBREVIATIONS BUILDING: 20140re on5tructural5 ecatlt Code 56 T%DFU.ATDN x MECHANICAL: 2014 Oregon Mechmcal Specialty Code ARCHITECT: SOIRDBATRNi x x ROORNG PB•EMTIONSIFUSHNGSf CLFIBS : z : • AT 1141-0 INRVRMATICNI ELECTRICAL: 2014 Oregon Electrical Specialty Code !!E F_ FlNG)FFESTOPflNG .........—.......—.......... ._... ....... ..... .....z SBES ......... ...._ .a... ......— —........—...... 1141-0ACM ATOS CONTAINING MATERIAL NeUL INSULATE, INSULATING, A301 CONSTRUCTION DETAILS — ....._........—.........—........—.........—........—........ PLUMBING: 2014 Oregon PlumbingSpecialty Code SEALANTS&CAULKNo - x �a ACT ACOUSTIC CEILING TILE NT INTERIOR A302 CONSTRUCTION DETAILS ID(PANBXXV dDNrs x DETAIL NO AFF ABOVE FINISHED FLOOR KD KNOCK DOWN FIRE PROTECTION: 2014 Oregon Fire Code — ..... ........—........ ... ... .. ....... .......— ........—...... ........._..... TFEIRFML INSULATION x x AIEE AMERICAN INSTITUTE OF KO KNOCK OUT ELECTRICAL ENGINEERS KW KILOWATT LIFE SAFETY: 2014 Ore on Structural 5 ecailt Code / AN51 Al 17.1 A303 TOILET ROOM DETAILS DAVID A. UDKOW A-I DRAWING NO AIS( AMERICAN INSTITUTE OF STEEL L LENGTH HANDICAP ACCE551BILITY: 2014 Oregon Structural 5 ecailt Code/ ANSI Al17.1 M WIN M CONSTRUCTION Lav LAVATORY y A400 INTERIOR ELEVATIONS 11881 NORTH 113TH WAY CON WHICH DETAIL Energy y P SCOTTSDALE, AZ 85259 METAL MORS.FRAMES&HiROWARE z x x REFER TO DOOR SCHOLILE ALT ALTENA LB POUND ENERGY: 2014 Ore on Ener Efficiency Specialty Code — _— — — — — _ —.. — —........ —......_— . APPEARS) ALT ALTERNATE LH LEFT Haab A401 INTERIOR ELEVATIONS GRILLE DOOR x AMP AMPERE LHR LEFT HAND REVERSE STRUCTURE: 2014 Ore on 5tructural 5pecailty Code ACCESS PANELS —........—......... _. ....... .___x ... ........ x.... _...._.__ .........—........—........—.._.... ARCH ARCHITECT LIN LINEAR STOREFRONT GLAZING SYSTEM INCL DOORS Aro DETAIL NO. ASHRAE AMERICAN SOCIETY OF LT LIGHT HARCIMRE x I HEATING,REFRIGERATING a FFR MANUFACTURER OCCUPANCY: STRUCTURAL LOCK COREE(ELTB;IOR&NFERIOR DOOR) x x OOORDNATEWI TB41,NT VENDOR - AIR CONDITIONING ENGINEERS MATL MATERIAL A-I DRAWING NO ASME AMERICAN SOCIETY OF MAX MAXIMUM CONSTRUCTION TYPE: IIB CON WHICH DETAIL ASTM AM16RIICCAN SOCIETY FORMICAL ENGINEERS EDMEDIUM IC's OCCUPANCY GROUP: Mercantile 5100 STRUCTURAL FRAMING DETAILS ,;.. M111111011 `-- APPEARS) TESTING MATERIALS MEZZ MEZZANINE GRO55 LEASE AREA: 1,38G 5q. Ft. • GYPSUMBOARD.KIERPOG ARITI NS x x z PATQUAFDREPARASPoSCUr� AILD BO RICAN WIRE GAUGE MIN MINIMUM OCCUPANCY LOAD: 32 5101 FIXTURE PLAN GYPSUM BOARD.z4lBRDRPARTFROt4,CEXNG x x x FA-.,- N)tiBARAS REOIA'7® BD BOARD MIS( MISCELLAEOUS ACOUSD:AL CBLM SYSTEM x x x RE'ARAS REQUIRED DETAIL NO BL BUILDING LINE NEC NATIONAL ELECTRICAL CODE FIRE 5UPPRE5ION SYSTEM: Yes 5102 FIXTURE DETAILS CB.Ear BOAS x z BLL BUILDING LIMIT LINE NEMA NATIONAL ELECTRICAL .o BM BEAM MANUFACTURER*ASSOCIATION EXIT REQUIREMENTS: I PROVIDED I EXIT REQUIRED 3103 RTU FRAMING PLAN MALL FLOORING x x z COORCRJA7EVvTi}i MALL RER6B4TA7NE I BO BY OTHERS NIC NOT N CONTRACT WOOD FLOORING x x BTM BOTTOM NO NU15ER WOODFLOORNGAD-ESME x x BOSTICK BESTA(xEPTABLEBY ASL '4 BTU BRITISH THERMAL WIT INTO NOT TO SCALE LIC. '#: 2182 CONT&OOAFALPG x --- CAB. CABINET OA OVERALL FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS HOURS EXP. DATE: 6/30/16 PA' tar&Cf SEALINTNGS —........—......... --.. __. ....... ._..._x ......_ .x... ....._—.—......... .........—........—......._—....... DRAWING NO. CLC. CEILING CAD OVERALL DIMENSION -- WALL SfxP4G ASE-k£TALADOx x CON WHICH DETAIL CW, CUCER BIC FEET PER MINUTE OD OUTSIC DO ON DEDIAMETERTABLE 60/ WALL BASE-WOOD x X APPEARS) CL. CENTERLINE CFF OFFICE PRIMARY STRUCTURAL FRAME 0 ELECTRICAL G O D I VA WALLBASE-TLE x x x CLO. CLOSET PA PUBLIC ADDRESS BEARING WALLS INTERIOR O EXTERIOR O WALLTLEG BACKWRAP x X. CLR CLEAR PCF POUNDS FER CUBIC FOOT MOO ELECTRICAL LIGHTING PLAN VCTTLE x COL COLUMN PERF PERFORATED NONBEARING WALLS AND PARTITIONS EXTERIOR SEE TABLE 602 Chocalatier QUARRY TLE-FLOORING x x x PATCHAN)REPARAS RED. REVISION NO CONIC CONCRETE PERM PERMANENT NON-BEARING WALLS AND PARTITIONS INTERIOR O E200 ELECTRICAL POWER PLAN GROUT x x a CONST CONSTRUCTION PERP PERPENDICULAR STORE NO: CONT CONTINUOUS PE PHASE FLOOR CONSTRUCTION AND A550CIATED SECONDARY MEMBERS 0 E300 ELECTRICAL SCHEDULES AND DETAILS0 524 FE82f>EVFORC87 PARES x z x COORD COORDINATE PLAN PLASTIC LAMINATE - SEALER FOR MARBLE MLLWORK SLWACES x x SEEDRAVMCORK CORRIDOR CORCORRIDOR PLYWO PLYWOOD ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS O E400 ELECTRICAL SPECIFICATIONS .' WINDOWPAPHRCQVERNGx x ....... DURING CONSTRU;IgN COV'G COVERING PNL PANEL • VCJDC,YVWLFLM .........—......_—......._........ ..... _._.. .___ ....__ ......_ x ........ CPT CARPET POL POLISHED E500 ELECTRICAL SPECIFICATIONS PROJECT LOCATION: BRAKE x OORFER Poo x DOOR TYPE CTR CENTER POS POSITIVE z O CU FT CUBIC FEET PSF POUND PER SQUARE FOOT GU IN CUBIC INCH PBI POUND PER SQUARE INCH MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT STAINLESS STES.SPASHG .— .......— .UARES.—...._ ... ...... .... .... x x......... ........ ...... ......... ........— CU YD CU IC YARD PTN PARTITION TABLE /004 / 2 MECHANICAL DBL DOUBLE PT PAINT WASHINGTON SQ. MALL / O KEY NOTES DEPT DEPARTMENT PTG PAINTING AREA CALCULATIONS MI00 MECHANICAL PLAN STOREFRONTSXXJAGE-SIGN PERMITS BY VENDOR z x PROVIDE BLOCKING&ELEC.COMECTION.COORDW/VENDOR DTL DETAIL PR PAIR SPACE B04 BLACESIGN x - CI DRINKING FOUNTAIN R RADIUS EFRIG SQUARE FOOTAGE BREAKDOWNS: S.F. 5-F. / OCC OCC. LOAD RATIO M200 MECHANICAL ROOF PLAN f SCHEDULES 9585 SW WASHINGTON SX34,KrE-INTERIOR S�&GRAPHICS z. x PROVIDEBL000NG, 'IdATEWl SIGNVe-DOR �� DIA DIAMETER REP REFRIGERATOR CD X ) FINISH TYPE DIAD DIAGONAL RFI RIGHTHAND MERCANTILE AREA 886 30/ I 30 64% M300 MECHANICAL DETAILS SQUARE ROAD SIGNAGE-ADA. AT®BACKCE DO z x GC TO PDNDE FOWei'- �� DIM DIMENSION PER RIGHT NAND REVERSE STORAGE, STOCK AND SHIPPING AREA 500 300/ 1 2 36% SIGNAGE-AOA.FNAG3HNLE DOUR&OCCLPAN(N x x DIV DIVISION REov REQUIRED M400 MECHANICAL SPECIFICATIONS PORTLAND, OR 90703 BLOGRND FORSDNAGE x x DN DOWN RM(S) ROCNI(S) TOTALS 1,386 32 100% X PARTITION TYPE DWS) DOOR(5) 8/5 STAINLESS STEEL 70LEr ROOM ACCESSORIES _ x .x..... .......—........_.........—........—.........—........_........._...... DWG DRAWING eC SOLID CORE NONSALESSHI-VN3 z x z NCFWRDWARE ELEV ELEVATION SECT SECTION LINEAR FRONTAGE: FRE EXTNGUSFER(S) x x AS PER LCODE,GUANRTY&LOCATION PER FERE MARSHAL ELECT ELECTRICAL SEP SEPARATE PLUMBING ER PAPGOODS,NCLILaNG DSPBJSES z x ENGR ENGINEER SIM SIMILAR STORE FRONTAGE FROM LEASE LINE TO LEASE LINE 30'-O' PICO PLUMBING PLAN '+ EQ EQUAL SPEC(S) SPECIFICATION(S) --: - EQUIP EQUIPMENT GPMSPEAKER 110101 PLUMBING FLAN ISSUE DATE: CASH14PAP x x I+RW ODODNATEVNTHVBDOFR - EWC ELECTRIC WATER COOLER OPKLR SPRINKLER MEANS OF EGRESS EXH EXHAUST so SQUARE P200 PLUMBING ISOMETRICS NO. DATE DESCRIPTION SALES BOOR FRKTLRES z x F,�V ODODNA7EWTTHVH4DOR EXIST'G EXISTING SR SENIOR EXIT ACCE55 TRAVEL DISTANCE /0/6.2 No Sprinkler = 200 Feet With Sprinkler = 250 Feet BACMNRAPEOUIPMENT Sff SFTr 6FORRESP. EXP EXPOSED STD STANDARD DEAD ENDS /0/8.4 Not exceed 50' (sprinkler) P300 PLUMBING SPECIFICATIONS AND EQUIPMENT 12-11-15 ISSUEDFORBID, S u OF 11GAM FD FIR= DAMPER STL STEEL p SCHEDULE PERMIT AND LANDLORD' FH FULL HEIGHT STRUCT STRICTURAL MIN. CORRIDOR/ EGRESS PATH WIDTH /0/8.2 44' REVIEW -/, EWED FOR CODE COMPi�.L[flil = FIN FNIaH SUPT SUPERINTENDENT / �� - ^'--- �� /� iu' Y IFT FOOT SUSP 8U$FV0ED SIZE OF DOORS - MINIMUM WIDTH /COB././ 34• Minimum P400 PLUMBING DETAILS SBSNIICBM(7TD x I x Approved: t {/�' FPRF FIREPROOF TGC TENANT GENERAL CONTRACTOR OTHER MEANS COMPONENTS /005.3.2 41 x 2 = 8.2 (WAA i FIM FIXTURE TEL TELEPHONE .i�/ .::i% / �'' .. /'"-"� ,lfii OTG ` 7 FTG FOOTING TYP TYPICAL GA GAUGE UL LNDERWRITEWS LABORATORIES FIRE PROTECTION SRPoN(LBR STUD x — Ga. GALLON LION WLESS i fERWI SEPARATE SUBMITTALS t QERMAN x YCrmIL#I'�/y�,y—��/. 5 —LAS GALV GALVANIZED VCT VINYL OCOMPOSITE TILE SPRINKLER MODIFICATIONS FP100 FIRE PROTECTION PLAN KLERGRD x x MODIFY AS REQUIRED x �__..j "///��s AL rri.r GC GENERAL CONTRACTOR VERT VERTICAL Address. 4 FIRE ALARM SYSTEM MODIFICATIONS KLHR MOCffIGTDNB x z GL GLAZING VIF VERIFY IN FIELD _..—._ ._ ........ ...... ... ......—....... .....— GPMSANDH•DY✓EEWURAYMNGS x x Slurix i GALLONS PER MIN TE VS VERSUSmin GLLB GYPSUM WALL BOARD VOL VOLUMESIGNAGE INGSTU&S(SAN,°CN,VENn x MMEMEMe HT HEIGHT W WIDTHWARE W/ WITH VET.VTR SANTARY � X z __ ....._—....._.—........ - M- ~� DAA HMI 14OOLEE WDWRE LLLOW FETAL WC WATER CLOSET PLUMBING FIXTURE REQUIREMENTS .......@7T X .. X 5�, .A,O6 FOR Fd:.SP. - HORIZ HORIZONTAL ILCV WALLCOVERNG....._ TOSH ---.........—......._—._.._. _.... - _ ..... A roved tansd= (}B2TOSFfffA,06 ....- X X Mr .A,O6FOR=P. pp p � HR HOS W/ WWOOD ITHO PROJECT CONTACTS PP p Hw HOLLOW WOOD W O WITHOUT ANSWERS PROV/DED FROM PLANS EXAM/NETRWATER HE€TER&P WO XCWATEi FFATE2&ALN x x shall be on Mob situ INSTWTHW WATER WATERPROOF _ _ � ID INSIDE DIAMETER Wf LLEIGNT RMErER _ ........ x ....... WORONATi-V—MI N CRDAN)URIFY ` / IN INCH YO YARD —.........—........—. ...... __.... __-. ....._- ... .._ ......—.... .......— —........ / WATER CLO5ET5 LAVATORIESINCL INCLUDE/INCLUDRJG OCCUPANCY DRINKING POUNTAIN SERVICE SIN pROJECTADDRESS: MEP ENGINEER: - — MALE FEMALE MALE FEMALE WASHINGTON SQUARE MALL APPLIED ENGINEERING GROUP LTD. NICAL EDI%#.FNT X X OFFICE COPY W60 SW WASHINGTON SQUAD ROAD 1402 EAST BROAD STREET PF'rJG)PoBRRKiBAlNTUP15 X M - MERCANTILE 0 REOD 0 REO'D O REO'D OREO'D TIGARD, OR 91223 - BLACKICK, OH 43004 .—..._._—._._..._.........—...._...—........—......_ ._ ........ ...... ...._... .. .... ....... ......—.........—........—. ... .. .. 12!MDEAIRACCESSANDIX1CMDPoC x x CONTACT: CHRIS MGHUGH OR LARRY LAY .---.—ESSAND ...CTIVOR._.........—........ .._ . .._.. ........ ........ ....... ....._—....._.—_-......—.__---_---....—.........—..... 1QTYPROVIDED IPROVIDED 0PROW DED 1PROVIDED - TEL: (614) 322-1050 FAffARACCESSAFD IXKTW'OTM X X DIICRADRC&AR tNLCES X X - .—........—...--'----......_—........—......... .._.. .._.... ...... ....._. _ ....... ..._.—_.......—........—.........—....---...__—.....—........ FRE DAM'E7S!SMOKE DAMR325. X X "" CALCULATIONS: TEMPER....—...-'--- —.........—........ ......—........—.........—.......—...._...—...._.—.._—....... BUILDING DEPARTMENT: T@+ffB+ATURE WNTRJL SYSTEM ....... ........X ........ ....._ X oucrsMOKEDEFECTORs x x MALL ADDRESS: �. DISTANCE TO PUBLIC FACILITIES: Within 300' CITY OF TIGARD ,( a SMOKE ENAC&WNTROLS x WASHINGTON SQUARE MALL rte' TOLE IDHAUSTFAN IXICIWORK_ROOF CAP X ....... ... .. _. ....... ARBALANCEPosnRr .... ._. ..... x .. x ._—_ _ ..... ...— ..__.........— S565 WASHINGTON SQUARE ROAD POSTCONSTR,CTDNINSF�CRIDN x TCTOSOE)ULEWTHBF6NOD PORTLAND, OR 91223 3 BLVD. TIGARD, OR 91223 MALL OPS. MANAGER: MATT BRANT CONTACT: E NTACT:CDAN EI SON x2436 DAVID A. UDKOW TEL: (424) 229-3646 2182 MAINSWTTCH/FHR54KERNLL'S flECITdCAL X ___-...X X NEW Ft15ESBY EG,HET-HRro StlVGLELPE DIAGRAM al 0 TENANT ELECTRICAL METER X -- X R97M TO SINGLE LN-c DIAGRAM SITE PLAN KEY PLAN LANDLORD: HEALTH DEPARTMENT: SCOTTSDALE, AZ MAINSBNIC£WNDUT X X X EXTENSION BYTBAMEC,REFER TOSWLELIEIXAGRAM MACERICW OREGON DEPARTMENT OF AGRICULTURE MAINSEdVIEWLffi4G X X X EXTENSION BY TENANT EC REFER TOSS NE OAGMM ISS TB-EPHOPE CONDUIT&FALL WIRETO SPACE x"" -"' "" --" 401 WILSHIRE BLVD. SUITE 100 635 CAPITOL ST. NE MIYH?�E COIDI.fT&RUL WWEFROM STUB TO BOARD x x x — s U Y TaET orEwa> FraMLAwLormao«MTOTaanHr —_ — ..._ —. ..... L �1 SANTA MONICA,310) 394-6000 CONTACT: LISA ZAVERSNUKE BOAPo) x x x " _ TENANT COORDINATOR: KAREN MAYNARD TEL. (503) 245-1602 y" '^ _ _ TE (602)1"353-6526 EL: 29NawaiaWNxaT — X" .......X ..._ x.. .__......._— .— _—.._.._—...... —........— ... ' r E-MAIL: Ckarenmaynardgmacartchcom —.......—...._..—......._—.......---........ _—._ PHONEAMDATA OLBLNG X X —.... .—.. —........—......._—....._ r IMI TB-14Nr EEL'iPo('AL PANELS X x REFERTOSNGLEUNEUAGPAM = f T ,i. _ , _ I y 1 ,§`"<,' 3'� DICK'S —� - -`s �� TENANT REPRESENTATIVE: TENANT CONSTRUCTION MANAGER: TENANT ELECTRICAL TRANSFORb82s % _ ; .. ;r, ,,, .. HaAcravEacorFCFXSriawascoNvT=........ x. _ — — SPORTING µ y AMERICA DRAWING TITLE. —.......—........._....... CONDUIT,VWM&CEVICES x x —........— GOO( ......... ..... 3ODWES7 4TH STREETR RETAIL CONSTRUCTION NORTH uc3+mNGFXTURESiLnM� — TIER, INC. — x z — — —" NEW YORK, NY 10001 13MER DUAN BLVDODIVA ASUITE 3-CIH . . .ix.smaza 1 i ► LIGFmNGAND SIGw.cEWNmoLs x x n, „N y� i.; • E-- CONTACT: GABRIEL CENTRELLA WYOMISSING PA 19610 COVER sWrDsysTEMWraNG x x ,. «; -- SR MANAGER STORE PLANNING — — —.......—. ...... CONTACT: spFAKERSAroRAMeoxes x z... —.— — —.... — ... S ;.........: e JEFF T05IN — — _... „1 r- ,,, __ - TEL : (212) 984-6431 TEL ; (610) 988 6012 SHEET FREALAPoM X X X MCUFYASREOIr?® qh x, e 'q Sys trerwx re�., 6 �'' i TRAFFDWU4THROODUTANDWRI X X : s,+: d zers� \ ::..3•.,.__ € \ j 1 I _,_T..,.•..,• FAX (212) PoNI'OFSALE(PoS)EOI�ME4r ........—._—. x x„ ,. ` ' '� s;'�',F�,s ---s / �' "` EMAIL gabrteene�agodiva.com — ......— WASHINGTON SQUARE MALL 1 x t PROJECT PLANNER: STRUCTURAL ENGINEER: Aimgta�sgim,a Wil _...... < .. ,. MACY S w .. NOTES: 1�63OSUSQUEHANNA AVENUE 32060PW. HENDERSON ROAD I. GENERAL CONTRACTOR TO INSPECT ALL TENANT FURNISHED ITEMS AND REPORT MISSING " a x a:, *. . ��-, a COLUMBUS, OH 43220 OR DAMAGED TENANT SUPPLE MATERIALS TO TENANT REPRESENTATIVE WITHIN 48 HOURS OF '"� ,.. — CONTACT: JOELSTORIELLIii TEL : (614) 326-2806 "` imoi// = c -ti 1` �� - TEL : C20U 848-9060 EXT. IS E-MAIL : Jlewls®rrof,Iocom RECEIPT. AFTER 48 HOURS, ANY UNREPORTED DAMAGE IS THE GENERAL CONTRACTOR'S v - PROJECT NO: RESPONSIBILITY. n a te« ° NORDSTR{MA FAX . (20U 848-9881 c 1� E-MAILtorlelllaw ca(nc.com ' y ' IJJ 2. DIRECT ALL INQUIRIES TO THE TENANT REPRESENTATIVE. �<n� " �j/ .:- 154 129 �zz Owl `/ .. PROJECT ARCHITECT DRAWING NO: 3. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, STRUCTURAL, AND FIRE PROTECTION f m D DAVID A. UDKOW DRAWINGS FOR EXACT RESPONSIBILITY REQUIREMENTS. « u : w 11881 NORTH 113TH WAY r _ ...... _... SCOTTSDALE, AZ 85259 4. REFER TO LIST OF VENDORS CONTACTS ON SHEET A001. , PUBLIC GODIVA aoRTH A000 TOILET ROOMS SPACE # B04 Z LEVEL 1 OF 2 GENERAL NOTES GENERAL NOTES (CONT.) TURNOVER REQUIREMENTS VENDOR CONTACTS OWNER/TENANT: I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL LOCAL LAWS, CODES AND 32. ALL WOOD IN CONTACT WITH CONCRETE MASONRY SHALL BE PRESSURE TREATED, I. THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS AND FURNISH OWNER'S REPRESENTATIVE WITH THE REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICT MOISTURE RESISTANT WOOD. LIGHTING: CERTIFICATE OF OCCUPANCY. G.C. IS ALSO TO PROVIDE A TYPE-WRITTEN LIST OF NAMES, ADDRESSES AND PHONE BETWEEN REQUIREMENTS, THE MOST RESTRICTIVE SHALL APPLY. FACILITIES SOLUTIONS GROUP 33. ALL WOOD TRIM OR OTHER PREFINISHED TRIM ITEMS SHALL BE GUT TO FIT AND RAW, NUMBERS OF ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS. 49GODIVA O D I vA4 8TH AVENUE V 2. BIDDING CONTRACTORS SHALL VISIT THE J055ITE AND VERIFY ALL FIELD CONDITIONS EXPOSED SURFACES SHALL BE FINISHED TO MATCH ADJACENT FINISH MATERIALS. SUITE 200 Chocolatier 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE ENTIRE STORE GLEANED TO THE SATISFACTION OF THE AS NECESSARY TO COMPLETE THE WORK AND COMPARE TO APPLICABLE GODIVA'5 REPRESENTATIVE AT THE TIME OF SHOWCASE AND FURNITURE INSTALLATION AND AT TURNOVER NEW YORK, NY 10001 GODIVA CHOCOLATIER, INC. CONSTRUCTION DOCUMENTS. REPORT DISCREPANCIES BETWEEN FIELD CONDITIONS AND 34. CONTRACTOR SHALL PROVIDE WOOD BLOCKING, BRACING AND NAILERS AS CONTACT: LEON MOWADIA JR 333 WEST 34TH STREET CONSTRUCTION DOCUMENTS TO OWNER'S REPRESENTATIVE PRIOR TO SUBMITTING BID. REQUIRED FOR MILLWORK, EQUIPMENT, SHELVING, ETC. COORDINATE WITH TENANT. 3. PRIOR TO THE STORE OPENING, CONTRACTOR 15 TO ARRANGE FOR A NEER CERTIFIED INDEPENDENT BALANCING TOLL FREE: 21 1900 X21113 NEW YORK, NY 10001 FAILURE TO REPORT DISCREPANCIES DOES NOT RELIEVE CONTRACTOR OF THE E-MAIL: LEON MOWAOWADIgFSGI.COM RESPONSIBILITY TO PROVIDE FINISHED PRODUCT TO THE INTENT OF THE 35. GENERAL CONTRACTOR TO PROVIDE 5% ADDITIONAL STOCK OF FINISH MATERIALS CONTRACTOR BALANCE THE HVAC SYSTEM AND PROVIDE A COPY OF THE BALANCING REPORT TO THE OWNER'S CONSTRUCTION DOCUMENTS AND SHALL NOT RESULT IN ADDITIONAL TIME OR OR AS AGREED TO BY GODIVA'5 REPRESENTATIVE. REPRESENTATIVE AND THE MALL MANAGER IN A FORMAT ACCEPTABLE 70 THE MALL. MUSIC SYSTEM: PROJECT PLANNER: COMPENSATION OR REVISE THE ESTABLISHED CONTRACT AMOUNTS. 4. IF REQUIRED BY LANDLORD, THE CONTRACTOR SHALL SECURE ANY NECESSARY APPROVALS FOR STORE SPRINKLER 8-121�148EH AVE REDMOND, WA 98052 36. ALL SURFACES WHICH ARE INDIRK CATED TO BE FINISHED OR PAINTED SHALL BE SYSTEM REQUIRED BY LANDLORD'S INSURANCE CARRIER 3. THE CONTRACTOR SHALL ADHERE TO THE CONSTRUCTION DOCUMENTS. SHOULD ANY PREPARED, SANDED, TREATED, AND PRIMED IN STRICT ACCORDANCE WITH COMMERCIAL TEL: 425.6292789 j s ERROR OR INCONSISTENCY APPEAR REGARDING THE MEANING OR INTENT OF THE QUALITY STANDARDS, AND IN STRICT ACCORDANCE WITH FINISH MATERIAL MANUFACTURER'5 PROJECT MANAGER: JANELLE BULLIMAN /f CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY REPORT SAME TO INSTRUCTIONS. 5. CONTRACTOR TO TURN OVER ALL KEYS TO THE OWNER'S REPRESENTATIVES AND MARK EACH KEY FOR IDENTIFICATION. OFFICE: 425.&292196 THE GODIVA REPRESENTATIVE WHO WILL MAKE ANY NECESSARY CLARIFICATION, OR E-MAIL: jbulllmanmPlaSNetworkcom REVISIONS AS REQUIRED. 31. APPLICATION OF MATERIAL OR EQUIPMENT INSTALLED BY OTHERS CONSTITUTES 6. THE CONTRACTOR SHALL SET ALL THE TIME CLOCKS PER THE REQUIREMENTS OF THE MALL. OR a ACCEPTANCE OF THAT WORK, AND ASSUMPTION OF THE RESPONSIBILITY FOR CLIENT MANAGEMENT TEAM: NADINE ZGONC 4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL CONSTRUCTION AND DEVELOPMENT SATISFACTORY INSTALLATION AND PERFORMANCE. 1. THE CONTRACTOR SHALL EXPLAIN THE OPERATION OF ALL MECHANICAL SYSTEMS TO THE OWNER'S REPRESENTATIVE OFFICE: 425.&292131 RELATED FEES, INCLUDING, BUT NOT LIMITED TO: SEWER AND WATER TAP FEES, AND PROVIDE COPIES OF OPERATION, MAINTENANCE AND WARRANTY MANUALS. CELL: 20&3-1522-1-1 ENVIRONMENTAL IMPACT FEES, ETC. THE SELECTED QUALIFIED BIDDER WILL BE 38. CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING TO STRUCTURE FOR E-MAIL: nzgonceplaynetworkcom REQUIRED TO PROVIDE A COMPLETE LINE-ITEM LIST OF ALL FEES INCLUDED IN Blp INTERIOR PARTITIONS, SOFFITS, CEILINGS, PLATFORMS, ETC. WHETHER SHOWN ON THE 8. GENERAL CONTRACTOR SHALL SUBMIT TWO COMPLETE SET OF DRAWINGS INDICATING ALL DISCREPANCIES, CHANGES, OR WJCA INC. BASED ON APPROPRIATE SCHEDULES. GODIVA TO PAY FOR CONSTRUCTION PERMITS DRAWINGS OR NOT. ETC. AND ACTUAL LOCATIONS OF CONCEALED WORK (IE., UNDERGROUND CONDUIT) TO THE GODIVA'S REPRESENTATIVE. CUSTOMER SERVICE TEAM: 763 SUSQUEHANNA AVE. AND FEES. THE GENERAL CONTRACTOR SHALL ALSO SUBMIT A PHOTOCOPY OF THE ACTUAL PANEL DIAGRAM. OFFICE: 888.561.1529 FRANKLIN LAKES, NJ 07417 39. EXISTING UTILITIES ARE SHOWN GENERICALLY AND HAVE NOT BEEN SPECIFICALLY TEL: 201-848-9060 5. CONTRACTOR AND HIS SUBCONTRACTORS AND AGENTS SHALL HOLD ALL VERIFIED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL S. THE GENERAL CONTRACTOR SHALL INSTALL NEW FILTERS IN THE HVAC UNITS ONE WEEK PRIOR TO TURNOVER OF THE LOCKS: FAX: 201 -848-9861 APPLICABLE AND REQUIRED LICENSES FOR THE JURISDICTION WHERE THE WORK WILL BE DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, PROJECT. BEST ACCESS PERFORMED. AND AGREES TO BE FULLY RESPON515LE FOR ANY AND ALL DAMAGES WHICH MIGHT CONTACT: HELEN E, STETE 1050N5. EXTON, PA 19341 602 JEFFERS CIRCLE, 10ARCHITECT: OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND TEL: 800284.1411 x49501 6. CONTRACTOR AND HIS AGENTS SHALL ACQUAINT THEMSELVES WITH ALL LANDLORD / ALL UTILITIES. FAX: 601.884.4911 DEVELOPER REQUIREMENTS AND SHALL COMPLY FULLY WITH SUCH. 40. THE CONTRACTOR SHALL REMEDY, WITHOUT COST TO GODIVA, ANY DEFECTS DUE TO WALL AND FLOOR FIXTURES: 1. TO ENSURE COORDINATION BETWEEN DISCIPLINES, CONTRACTOR SHALL SUPPLY EACH FAULTY WORKMAN51HIP. JP METAL AMERICA INC. DAVID A. UDKOW SUBCONTRACTOR OR AGENT WITH A FULL SET OF CONSTRUCTION DOCUMENTS FOR 1335 HENRI 50URA5SA EAST 11881 NORTH 113TH WAY THEIR USE. 41. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING DIGITAL PHOTOGRAPHS OF THE MONTREAL (QUEBEC) CANADA HIE-3T5 SCOTTSDALE, AZ 85259 +j CONSTRUCTION SITE, IN AN ADEQUATE NUMBER TO SHOW THE EXTENT OF WORK TEL: 514.&48.1042 8. MAINTAIN SAFE EXITING AND APPROPRIATE FIRE PREVENTION PROCEDURES AT ALL ACCOMPLISHED, EVERY FRIDAY TO GODIVA'S REPRESENTATIVE. FAX: 514.643.4118 TIMES DURING THE CONSTRUCTION PROCESS. 42. ENGINEERING FOR THE PROJECT RELATING TO FIRE PROTECTION SYSTEMS DESIGNS PHONE t DATA LINES: v S. ALL WORK LISTED, SHOWN OR IMPLIED IN THE CONSTRUCTION DOCUMENTS SHALL BE ARE BY OTHER PARTIES UNDER SEPARATE CONTRACTS WITH GENERAL CONTRACTOR THE MNM GROUP SUPPLIED AND INSTALLED BY THE CONTRACTOR EXCEPT WHERE OTHERWISE NOTED. THERE IS NO RESPONSIBILITY IMPLIED OR INFERRED BETWEEN THESE OTHER PARTIES CONTACT: ROB SCRUGGS O THE CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THAT OF OTHER AND WJCA, INC. 2421-A WYANDOTTE ROAD, WILLOW GROVE, PA 19090 V CONTRACTORS AND VENDORS TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT TEL: 215.956.1112 ALL WORK IS DONE IN CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS. 43. THESE DRAWINGS ARE PREPARED FOR THE PURPOSES OF CONSTRUCTION ONLY. THESE CELL: 261.161.1112 DRAWINGS ARE NOT TO BE USED FOR MAINTENANCE PURPOSES AS ACTUAL FAX: 215.&12.8688 10. CONTRACTOR SHALL PROTECT THE EXISTING CONSTRUCTION AND REPAIR ANY CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE DRAWINGS DUE TO CHANGE DAMAGE OCCURRING AS A RESULT OF THEIR OPERATIONS AT NO COST TO GODIVA OR ORDERS, ALTERATIONS BY OTHERS, FIELD CONDITIONS, ETC. STOREFRONT SIGN / LETTERS: O LANDLORD. CONTRACTOR SHALL ALSO ENSURE THAT THEIR OPERATIONS DO NOT TRIANGLE SIGNS AND SERVICE LIC. #: 2182 INTERFERE WITH THE OPERATION OF THE REMAINDER OF THE DEVELOPMENT / MALL. 44. NO SUBSTITUTIONS ARE PERMITTED WITHOUT WRITTEN APPROVAL FROM GODIVA'S CONTACT: JENNA WEBER EXP. DATE: 6/30/16 BARRIERS TO NOISE, DUST AND SECURITY BETWEEN CONSTRUCTION AREAS AND PUBLIC REPRESENTATIVE. 11 AZAR COURT, BALTIMORE, MD 21221 AREAS SHALL BE ERECTED, MAINTAINED AND REMOVED PER THE DEVELOPMENT CRITERIA TEL: 443291.5011 BY THE CONTRACTOR 45. USE FIRE RATED CIF REQUIRED BY CODE) SEALANT AROUND ALL PIPES, DUCTS, FAX: 410241.1944 GODIVA CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF GROSSING / PENETRATING WALL Chocolatier 11. CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF WORK, MATERIALS, WITH THERMAL INSULATION. WALL TILE t GROUT: FIXTURES, ETC. FROM LOSS, DAMAGE, FIRE, THEFT, ETC. ARCHITECTURAL SYSTEMS STORE NO: 46. SAFETY: ALL CONDUIT WORK, EQUIPMENT AND MATERIALS SHALL BE IN FULL CONTACT: DAMIAN HOLDER 12. NO CLAIMS FOR ADDITIONAL COMPENSATION AND/OR TIME SHALL BE MADE OR ACCORDANCE WITH THE LATEST SAFETY RULES AND REGULATIONS OF ALL AUTHORITIES 150 W_ 25TH STREET, 8TH FLOOR 524 > CONSIDERED VALID UNLESS WRITTEN NOTIFICATION 15 RECEIVED BY GODIVA'S AND AGENCIES HAVING JURISDICTION, NEW YORK, NY 10001 0 REPRESENTATIVE AND THE ADDITIONAL COMPENSATION AND / OR TIME 15 APPROVED TEL: 21220(o.1130 PROJECT LOCATION: IN ADVANCE OF PROCEEDING WITH THE WORK. 41. CONSULT UTILITY PLAN AND STRUCTURAL DRAWINGS BEFORE SAW CUTTING CONCRETE WOOD FLOORING: SLAB OR CORE DRILLING CONCRETE SLAB. PID FLOORS 13. CONTRACTOR SHALL VERIFY AND PROVIDE ALL UTILITY CONNECTIONS (PLUMBING, STEVEN SKU7LESKY TTTACT: WASHINGTON SQ. MALL ELECTRICAL, GAS, ETC. IN THE FORM OF SUPPLY AND DRAIN PIPES, CONDUIT AND 46. SIGN CONTRACTOR SHALL OBTAIN ALL SIGN APPROVAL AND PERMITS FROM LOCAL CONTACT: ACT: STREET SPACE B04 V/ PULLING WIRES, ETC.) RELATED TO EQUIPMENT AND APPLIANCES. BUILDING DEPARTMENT AS APPLICABLE. 1J30NEW YORK, NY 11204 9585 SW WASHINGTON 0) 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, PATCHING AND FITTING TEL: 2123313433 SQUARE ROAD N NECESSARY TO ACHIEVE THE INTENT OF THE CONSTRUCTION DOCUMENTS. PORTLAND, OR 90703 Lo NOTE: GENERAL CONTRACTOR SHALL MAKE CONTACT WITH 15. NEW WORK AT EXISTING CONDITIONS SHALL ALIGN WITH AND MATCH EXISTING WORK FIRE PROTECTION NOTES ALL VENDORS AND COORDINATE PLAN INFORMATION 00 EXCEPT WHERE OTHERWISE DIMENSIONED OR DETAILED. IN 16. CONTRACTOR SHALL NEVER SCALE DRAWINGS. LOCATIONS FOR ALL PARTITIONS, I. FIRE PROTECTION SYSTEM. REFER TO MECHANICAL SPECIFICATIONS. ISSUE DATE: Q WALLS, CEILINGS, ETC. WILL BE DETERMINED BY DIMENSIONS ON THE DRAWINGS. ANY A. G.G. TO PROVIDE A COMPLETE FIRE PROTECTION SPRINKLER SYSTEM FOR ALL AREA OF THE PLANS MISSING REQUIRED DIMENSIONS MUST BE REPORTED TO GODIVA'5 AREAS OF THE SPACE. DRAWINGS SHALL BE PREPARED BY THE SPRINKLER NO. DATE DESCRIPTION REPRESENTATIVE IMMEDIATELY. CONTRACTOR WHO SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE LOCAL 12-11-15 ISSUEDFOReID, W AND STATE LAWS GOVERNING FIRE RATING AND/OR INSPECTION BUREAU, NF.PA. PERMIT AND LANDLORD J 11. DIMENSIONS ARE TO FACE OF FINISHED MATERIAL UNLESS NOTED OTHERWISE. AND INSURANCE ASSOCIATIONS. PREPARE SHOP DRAWINGS AND OBTAIN REVIEW APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL Q 16. CONTRACTOR SHALL COORDINATE THE DELIVERY AND STORAGE OF EQUIPMENT WITH ASCERTAIN THE EXTENT AND LOCATION OF ALL EXISTING SPRINKLER DROP Q EQUIPMENT SUPPLIER AND TAKE MEASURES TO ENSURE THE PROTECTION OF LOCATIONS CIF ANY), RELOCATE AND/OR ADD SPRINKLER HEADS AS REQUIRED EQUIPMENT FROM DAMAGE DURING THE CONSTRUCTION PHASE PRIOR TO AND AFTER TO PROVIDE A COMPLETE APPROVED SYSTEM. EQUIPMENT INSTALLATION. B. CONTRACTOR SHALL BE FAMILIAR WITH ALL LANDLORD REQUIREMENTS. 19. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES IN THE FIELD AND PROVIDE ADDITIONAL UTILITY SERVICE AS REQUIRED TO MEET THE SCOPE AND INTENT OF THE C. ALL SPRINKLER HEAD LOCATIONS AND ALL PIPE LOCATIONS MUST BE O WORK COORDINATED WITH "GODIVA" CONSTRUCTION DOCUMENTS PRIOR TO BEGINNING WORK SPRINKLER HEADS: REFER TO SPRINKLER NOTES ON FIRE PROTECTION 20. VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION START. ANY PLAN SHEETS. vr^ AND ALL LOSSES OF BUSINESS TO THE LANDLORD, DEVELOPER OR OTHER PARTY vJ RESULTING FROM DAMAGE CAUSED BY CONTRACTOR OPERATIONS SHALL BE THE 2. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE RESPONSIBILITY OF CONTRACTOR ANY UTILITIES DAMAGED DURING CONSTRUCTION REQUIREMENTS. SHALL BE REPAIRED/REPLACED IMMEDIATELY AT THE SOLE EXPENSE OF THE CONTRACTOR 3. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND LOCATION AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR 21. CONTRACTOR SHALL PROVIDE DRAFT/FIRE STOPS, AS REQUIRED BY GOVERNING CODES AND JURISDICTIONS. NEW AND EXISTING PENETRATIONS IN FIRE-RATED 4. INTERIOR FINISHES SHALL NOT EXCEED A FLAME SPREAD RATING OF 25 AT EXIT PARTITIONS OR DRAFT STOPS SHALL BE PROTECTED BY A SYSTEM L15TED BY A CORRIDORS (WALLS AND CEILING). RECOGNIZED TESTING AGENCY. Jc 5. GENERAL CONTRACTOR SHALL VERIFY, COORDINATE AND/OR PROVIDE ANY SMOKE 4-J 22. PROVIDE FIRE EXTINGUISHERS PER APPLICABLE CODES. VERIFY FINAL LOCATION WITH DETECTION AND/OR FIRE ALARM CONNECTORS AS REQUIRED PER LANDLORD ANp �111 � d j�C813 (o GODIVA'S REPRESENTATIVE. CITY. L ` !10 r 23. CONTRACTOR SHALL COORDINATE WORK THAT AFFECTS THE ROOF WITH THE 6. REFER TO MECHANICAL SHEETS FOR FIRE DAMPER INFORMATION. P T LANDLORD AND, IF REQUIRED BY THE LANDLORD, CONTRACT WITH THE SHELL DAVID A. UDKOW ROOFING SUBCONTRACTOR TO PERFORM ALL WORK OF PENETRATING THE ROOF FOR 1. PROVIDE FIRE DAMPERS WITH FUSIBLE LINK WHEREVER DUCT WORK PENETRATES I HR, ANY AND ALL ITEMS ADDED ON THE ROOF AND PATCHING/SEALING OF SUCH CEILING OR WALL, UNLESS OTHERWISE NOTED. 2182 s- PENETRATIONS DURING AND AFTER EQUIPMENT INSTALLATION. 8. DURING CONSTRUCTION THE GENERAL CONTRACTOR 15 TO PROVIDE PORTABLE FIRE SCOTTSDALE, AZ 24. CONTRACTOR SHALL REVIEW THE DIMENSIONS OF ALL EQUIPMENT IN THE PROJECT EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2A WITHIN (15 FT.) FOOT TRAVEL 0 REGARDLESS OF THE SOURCE AND COORDINATE ACCESS TO THE SPACE AND VERIFY DISTANCE TO ALL PORTIONS OF THE PROJECT. CLEAR FLOOR SPACE IS PROVIDED AS REQUIRED TO ENSURE EASE OF INSTALLATION. 1 Z S. DOORS OPENING INTO REQUIRED ONE HOUR FIRE RESISTIVE CORRIDORS SHALL BE 25. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER CONTRACTORS AND PROTECTED WITH SMOKE OR DRAFT STOP FIRE ASSEMBLIES HAVING A 45 MINUTE FIRE VENDORS FURNISHING LABOR, MATERIALS, ETC. ON THE PROJECT TO ENSURE THE RATING WITH SELF-CLOSERS. T WORK AS A WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUT CONFLICT OR DELAY. co 10. MECHANICAL DUCT AND PIPE SHAFTS SHALL BE FIRE RESISTANT CONSTRUCTION AS DRAWING TITLE: 26. CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF ANY AND ALL DRAWINGS REQUIRED BY AUTHORITIES HAVING JURISDICTION, INCLUDING TOP AND BOTTOM OF co INCLUDING ARCHITECTURAL, MECHANICAL, ELECTRICAL, MILLWORK (CABINET) ENCLOSURES. T 5KETCHES/DETAILS. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF GENERAL T_ GODIvA'5 REPRESENTATIVE PRIOR TO EXECUTION OF WORK. 11. PROVIDE FIREPROOFING OF STRUCTURAL BEAMS AND CEILINGS, ETC., AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. (SITE SPECIFIC) NOTES/ > 21. NO CONSTRUCTION MATERIAL OR DEBRIS SHALL BE PLACED IN ANY OF THE LANDLORD'S TRASH RECEPTACLES OR COMPACTORS AT ANY TIME. THE CONTRACTOR 12. ALL NOISE BARRIER BATTS (SOUND INSULATION) SHALL BE NON COMBUSTIBLE. VENDORS 0 SHALL ARRANGE FOR A TRASH DUMPSTER, SIZE AND LOCATION OF WHICH IS SUBJECT TO LANDLORD'S APPROVAL, FOR THE REMOVE OF REFUSE. COORDINATE DUMPSTER 13. NOTIFY LANDLORD 24 NRS. IN ADVANCE FOR SPRINKLER DRAIN DOWN. ANY PLACEMENT WITH LANDLORD/DEVELOPER DECORATIONS USED SHALL BE NONCOMBUSTIBLE OR BE FLAME PROOFED IN AN APPROVED MANNER AS REQUIRED. Q 28. CONTRACTOR TO VERIFY THAT EQUIPMENT HAS APPROPRIATE CLEARANCES DURING INSTALLATION INCLUDING MAINTENANCE CLEARANCE51 VERIFY TH05E WHICH INVOLVE 14. PROVIDE A SIGN OVER ENTRANCE DOORS STATING "THIS DOOR TO REMAIN OPEN CONFLICTING UTILITIES. DURING BUSINESS HOURS" THE SIGN SHALL BE IN LETTERS NOT LESS THAN P HIGH ON A PROJECT NO: Q CONTRASTING BACKGROUND ONLY IF REQUIRED BY CODE. 154 i 1 2 9 29. PROVIDE AND INSTALL ALL NECESSARY INWALL FRAMING REQUIRED TO CARRY SHELF, HANGING, AND VALANCE LOADS, RAILINGS, ETC. AS PER PLANS. 15. ALL REQUIRED EMERGENCY EXITS SHALL BE PROVIDED WITH EXIT SIGNS HAVING LETTERS SIX (6) INCHES HIGH AND 3/4" WIDE IN CONTRASTING COLORS. SEE PLANS FOR DRAWING NO: 30. PROVIDE SILICONE SEALANT AT ALL JOINTS AND INTERFACES OF ALL COUNTERTOPS, LOCATIONS. OWNER FURNISHED, CONTRACTOR INSTALLED. EQUIPMENT, BOOTHS, WALLS, ETC. 16. WORK COMPLETED BY OTHERS SHALL BE PROTECTED. IF OTHER TRADES CAUSE ANY A001 31. ALL JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED IN DAMAGE IT IS RESPONSIBILITY OF SAID TRADE TO COORDINATE REPAIRS WITH NO ACCORDANCE WITH THE BUILDING CODE AND ENERGY CODE. ADDITIONAL COST OR SCHEDULE CHANGES TO THE GODIVA REPRESENTATIVE. 0 DIVISION I GENERAL REQUIREMENTS/ DIVISION I GENERAL REQUIREMENTS/ DIVISION III CONCRETE DIVISION VII THERMAL & OWNER/TENANT: GENERAL CONDITIONS GENERAL CONDITIONS (CONT.) MOISTURE PROTECTION DIMENSIONS: A. GENERAL CONDITIONS OF THE CONTRACT: P. A. CAST-IN-PLACE CONCRETE I. GENERAL CONDITIONS OF THE CONTRACT, STANDARD FORM A-201, CURRENT I. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED FROM FINISHED FAGS TO I. FOUNDATIONS - REFER TO STRUCTURAL SPECIFICATIONS AND DRAWINGS. A. VAPOR BARRIER: FINISHED FACE OF MATERIALSOR LEASE LINE., I. PROVIDE AND INSTALL 6 MIL. POLYETHYLENE BELOW ALL REQUIRED PATCH AREAS AT SLAB ON GRADE CONDITIONS AND 4 MIL. EDITION, OF THE AMERICAN INSTITUTE . TILT-UP PANELS - REFER 70 STRUCTURAL SPECIFICATIONS AND DRAWINGS. PART OF THIS SPECIFICATION THE SAMEE ARCHITECTS ARE HEREBY MADE 2AS IF BOUND HEREIN. 2. VERIFY ALL PROPOSED DIMENSIONS WITH FIELD CONDITIONS. ADVISE THE OWNER'S 3SLABS-ON-GRADE - REFER TO STRUCTURAL SPECIFICATIONS AND DRAWINGSPOLYETHYLENE AT WALLS THAT RECEIVE BATT INSULATION. G O D I VA . . 2. THE GENERAL CONDITIONS, INCLUDING MODIFICATIONS AND SPECIAL REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND ACTUAL JOB Chocolatier CONDITIONS HEREIN SHALL BECOME A PART OF THE CONTRACT AND SHALL CONDITIONS BEFORE BEGINNING THE WORK. FAILURE TO DO SO SHALL PLACE FULL B. ELECTROMETRIC CRACK BRIDGING: GODIVA CHOCOLATIER, INC. APPLY TO THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS. RESPONSIBILITY FOR ANY ERRORS UPON THE CONTRACTOR PROVIDE AND INSTALL ELECTROMETRIC CRACK BRIDGING AS MANUFACTURED BY NATIONAL APPLIED CONSTRUCTION PRODUCTS, 333 WEST 34TH STREET 3. ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE. DIVISION IV MASONRY INC. 800-633-4I. 622 OR APPROVED EQUAL. NEW YORK, NY 10001 3. THE GENERAL REQUIREMENTS t GENERAL CONDITIONS ARE HEREBY MADE A 4. ALL ANGLES SHALL BE 90 OR 45 DEGREES UNLESS OTHERWISE NOTED IN THE SUB-SEECC TION OF THESE SPECIFICATIONS. A. UNIT MASONRY PART AND SHALL APPLY TO THE WORK OF EVERY SECTION OR CONSTRUCTION DOCUMENTS. C. BATT INSULATION: PROJECT PLANNER: Q. SHOP DRAWINGS t SUBMITTALS: I. REFER TO STRUCTURAL SPECIFICATIONS AND DRAWINGS. I. PROVIDE AND INSTALL MINIMUM R-13 FRICTION FIT, FULL BATT INSULATION AS MANUFACTURED BY OWENS-CORNING FIBERGLASS B. SCOPE: 1. SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH CONTRACTOR REQUIRES, PLUS OR EQUAL WHERE INDICATED IN THE DRAWINGS. „ I. WORK OF THE CONTRACT INCLUDES FURNISHING OF ALL LABOR, MATERIALS, TWO COPIES, TO THE OWNER'S REPRESENTATIVE FOR APPROVAL. APPLIANCES, TRANSPORTATION AND SERVICES REQUIRED FOR 2. SUBMITTALS MUST BE SCHEDULED SO AS NOT TO IMPEDE THE PROGRESS OF THE WORK. DIVISION V METALS D. ACOUSTICAL INSULATION: SATISFACTORY CON5TRUCTION OF THIS PROJECT. 3. MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS, AND I. PROVIDE AND INSTALL ASTM C665, UNFACED, 032 K-VALUE, WIDTHS TO COORDINATE WITH FRAMING FOR FRICTION FILL, 2. VERIFY EXISTING CONDITIONS THAT AFFECT ALL ALTERATIONS ADJUSTMENTS, OTHER DATA. SUPPLEMENT MANUFACTURER'S STANDARD DATA TO PROVIDE THICKNESS SHOWN OR IF NOT SHOWN, FILL CAVITY. ETC. TO DELIVER A COMPLETED PROJECT THAT CONFORMS TO THE INFORMATION SPECIFIC TO TI-415 PROJECT. A. METAL FRAMING: CONTRACT DRAWINGS, SPECIFICATIONS AND CODE COMPLIANCE. 4. INDICATE SPECIAL UTILITY AND ELECTRICAL CHARACTERISTICS, UTILITY CONNECTION I. LIGHT GAUGE METAL FRAMING: E. WATERPROOF MEMBRANE: 3. VERIFY SETBACKS, AND/OR EASEMENTS, EXISTING UTILITIES, AND ANY REQUIREMENTS, AND LOCATION OF UTILITY OUTLETS FOR SERVICE FOR FUNCTIONAL a. ALL STUD FRAMING MEMBERS, RUNNER TRACKS, BRIDGING AND NON-LOAD I. PROVIDE AND INSTALL LATICRETE HYDR05AN WATERPROOF MEMBRANE. UNDERGROUND OR SURFACE STRUCTURE OR CONDITIONS PRIOR TO EQUIPMENT AND APPLIANCES. BEARING STUDS SHALL BE OF TYPE AND SIZE INDICATED ON DRAWINGS. 2. EXTEND A MINIMUM OF 4" UP VERTICAL SURFACES IN ALL WET AREAS OR AS REQUIRED BY LOCAL JURISDICTION. COMMENCING THE WORK 5. IDENTIFY VARIATIONS FROM CONTRACT DOCUMENTS AND PRODUCT OR SYSTEM b. PROVIDE ALL FASTENERS, SCREWS, BOLTS, CLIPS, ANCHORS, ANGLES, BRIDGES, 4. REQUESTS FOR INFORMATION MUST BE MADE IN WRITING TO THE DESIGNATED LIMITATIONS WHICH MAY AFFECT THE CONSTRUCTION PROGRESS. BRACKETS, SLEEVES, ETC. AS REQUIRED. F. SEALANTS: WJCA INC. TENANT REPRESENTATIVE. WRITTEN INQUIRIES SHOULD REASONABLY 6.PROVIDE SHOP DRAWINGS AND SUBMITTALS FOR ITEMS INDICATED HEREIN, PER THE c. MATERIALS AND INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH I. PROVIDE AND INSTALL THE SEALANTS REQUIRED IN CONJUNCTION WITH ROOFING, WATERPROOFING, FIREPROOFING, FIRE5TOPPING, 763 SUSQUEHANNA AVE. IDENTIFY THE INFORMATION NEEDED AND SHOULD INDICATE A MAILING CONSTRUCTION DOCUMENTS, OR UPON REQUEST BY THE OWNER MANUFACTURER'S RECOMMENDATIONS. DOOR FRAMES, t CARPENTRY, ETC. FRANKLIN LAKES, NJ 07417 ADDRESS, PHONE NUMBER, OR OTHER MEANS TO CONTACT SENDER R SAMPLES: 2. STRUCTURAL STEEL, AND/OR HEAVY GAUGE METAL FRAMING: 2. COLOR TO APPROXIMATE ADJACENT SURFACES, UNLESS DIRECTED OTHERWISE. TEL: 201-848-9060 REGARDING THE REQUEST. I. SUBMIT 3 OF EACH SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL. a. ALL STRUCTURAL STEEL/ HEAVY GAUGE METAL FRAMING SHALL BE OF TYPE AND FAX: 201-848-9881 2. INCLUDE IDENTIFICATION ON EACH SAMPLE WITH FULL PROJECT INFORMATION. SIZE INDICATED ON DRAWINGS. G. FIRESTOPPING: 3. PROVIDE SAMPLES FOR ITEMS INDICATED HEREIN, PER THE CONSTRUCTION b. INSTALL FRAMING, CONNECTION PLATES, SCREWS, BOLTS, ETC. AS SHOWN IN PLANS I. PROVIDE AND INSTALL UL TESTED FIRESTOPPING ASSEMBLIES AS ARE APPLICABLE FOR EACH CONDITION ENCOUNTERED. IN C. SCHEDULING AND COORDINATION: DOCUMENTS, OR UPON REQUEST BY THE OWNER AND DETAILS. THE ABSENCE OF TESTED ASSEMBLIES, PROVIDE FIRESTOPPING ASSEMBLIES AS RECOMMENDED BY THE FIRESTOPPING SYSTEM ARCHITECT: I. COORDINATE CONSTRUCTION SCHEDULING, PROCESS AND PROCEDURES WITH S. INSURANCE: c. MATERIALS AND INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURER'S STAFF ENGINEERS AND AS APPROVED BY AUTHORITIES HAVING JURISDICTION. ALL TRADES. I. SECURE, PAY FOR AND MAINTAIN, DURING CONSTRUCTION LEASED PREMISES, ALL MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE FIRE5TOPPING MATERIALS OF THE THICKNESS REQUIRED TO MAINTAIN THE FIRE RATINGS OF THE ASSEMBLIES INTO K GALVANIZED INSULATION: WHICH THE MATERIALS ARE INSTALLED. 3. 2. FURNISH LABOR, MATERIALS, EQUIPMENT AND APPLIANCES NECESSARY TO THE INSURANCE POLICIES REQUIRED AND IN AMOUNTS SET FORTH HEREIN. WORK a. INSTALL GALVANIC INSULATION BETWEEN DISSIMILAR METALS. 3. STRICTLY MATCH UL TESTED ASSEMBLIES. COMPLETE THE INSTALLATION OF ALL ITEMS FURNISHED BY OTHERS. SHALL NOT COMMENCE UNTIL ALL REQUIRED INSURANCEE HAS BEEN OBTAINED AND 4. WELDING: 4. INSTALL FIRESTOPPING WITHOUT GAPS AND VOIDS OF ANY KIND. DAVID A. UDKOW 3. VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS. BRING ANY CERTIFICATES OF SUCH INSURANCE HAVE BEEN DELIVERED TO THE OWNER 5. INSPECT FIRE5TOPPING WORK AND REPAIR OR REPLACE WORK WHICH HAS BEEN DAMAGED, DISTURBED, OR REMOVED BEFORE DEVIATIONS TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. 2. OWNER MUST BE NAMED AS "ADDITIONAL INSURED". CERTIFICATE OF INSURANCE SHALL a. PERFORM ALL WELDING IN CONFORMANCE WITH AWS STANDARDS. FIRESTOPPING IS CONGEALED OR ENGLOBED. 11881 NORTH 113TH WAY COVER WORK PERFORMED BY CONTRACTOR, EACH SUBCONTRACTOR AND ALL MAJOR 6. PROVIDE ANCHORAGE ACCE55ORIES AND OTHER COMPONENTS AS NEEDED TO PROVIDE COMPLETE, EFFECTIVE FIRESTOPPING SCOTTSDALE, AZ 85259 D. SUPERVISION: SUPPLIERS. $. METAL FABRICATIONS '^I. MAINTAIN ONE SUPERINTENDENT ON SITE AT ALL TIMES. 3. THE MINIMUM COVERAGE AND LIMITS OF LIABILITY ARE AS FOLLOWS: I. PROVIDE SHOPS DRAWINGS DETAILING FABRICATION AND ERECTION OF EACH METAL SYSTEMS COMPLYING WITH UL TESTED ASSEMBLIES. 2. ANY WORK REQUIRED TO BE COMPLETED DURING NON-BUSINESS HOURS a. WORKMEN'S COMPENSATION INSURANCE INCLUDING PAYMENT TO THE EMPLOYEES FABRICATION INDICATED, INCLUDING PLANS, ELEVATIONS, SECTIONS AND DETAILS OF H. FIRE CAULKING: SHALL BE INCLUDED IN THE BID. OF THE CONTRACTOR, COMPENSATION PROVIDED BY THE WORKMEN'S METAL FABRICATIONS AND CONNECTIONS. SHOW ANCHORAGE AND ACCESSORY ITEMS. H CALCIUM SILICATE, RS SHALL BE FIRE SEALED WITH IT I. ALL SLEEVES, OPENINGS, ETC. THROUGH FIRE RATED WALLS AND X 3. COORDINATE AND SCHEDULE ALL NON-BUSINESS HOUR WORK WITH LOCAL COMPENSATION LAWS OF THE STATE IN WHICH THE WORK 15 BEING PERFORMED, WITH 2. STEEL PIPE RAILINGS AND HANDRAILS " " " JURISDICTION. LIMITS OF SILICONERT, FOAM, FIRE RATED SEALANTS OR EQUAL D LOO NOT LESS THAN $2,000,000. a. COMPLY WITH REQUIREMENTS INDICATED FOR DESIGN, DIMENSIONS, DETAILS, AFTER INSTALLATION SO AS ITTO RETAIN THE FIRE RATING. 0 FINISH, AND MEMBER SIZES, INCLUDING WALL THICKNESS OF PIPE, POST SPACING, I. FIREPROOFING: U b. CONTRACTOR'S PUBLIC LIABILITY INSURANCE, HAVING LIMITS OF N07 LESS THAN AND ANCHORAGE, BUT NOT LESS THAN THAT REQUIRED TO SUPPORT MINIMUM , E. PERMITS: $2,000,000. STRUCTURAL LOADS. 1. PROVIDE AND INSTALL UL TESTED FIREPROOFING ASSEMBLIES AS ARE APPLICABLE FOR EACH CONDITION ENCOUNTERED AND v I. OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED, UNLESS c. CONTRACTOR'S PROTECTIVE LIABILITY INSURANCE, HAVING LIMITS OF NOT LESS b. INTERCONNECT BY BUTT-WELDING OR WELDING WITH INTERNAL CONNECTORS. AS APPROVED BY AUTHORITIES HAVING JURISDICTION. SPECIFIED OTHERWISE THAN $2000000. 2. PROVIDE FIREPROOFING MATERIALS OF THE THICKNESS AND DENSITY REQUIRED TO ACHIEVE THE REQUIRED FIRE RATINGS. d. GENERAL THIRD PARTY PROPERTY DAMAGE INSURANCE, HAVING LIMITS OF NOT C. FORK CHANGES IN DIRECTION BY MITERING AT ELBOW SENDS. F. UTILITIES: d. PROVIDE ALL RETURNS AT END OF WALL MOUNTED HANDRAILS. 3. STRICTLY MATCH UL TESTED ASSEMBLIES. LESS THAN $2000000. 4. INSPECT EXISTING FIREPROOFING WORK AND REPAIR OR REPLACE WORK WHICH HAS BEEN DAMAGED, DISTURBED, OR REMOVED. LIC. #: 62182 / 0/ O I. PROVIDE ALL TEMPORARY UTILITIES (INCLUDING, TE NOT LIMITED D T. INDEMNIFICATION: e. GLOSS EXPOSED ENDS OF PIPE. B. PROVIDE ANCHORAGE ACCE55CRIES AND OTHER COMPONENTS AS NEEDED TO PROVIDE COMPLETE, EFFECTIVE FIREPROOFING EXP. DATE: 6/30/16 WATER, SEWERAGE, ELECTRICAL POWER, FUEL AND TELEPHONES) AND THE I. TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS THE F. TOE-$OAR7S - PROVIDE AT RAILINGS AROUND OPENINGS AND AT THE EDGE OF COSTS ASSOCIATED WITH THESE. OWNER, AND ARCHITECT AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL OPEN-SIDED FLOORS AND PLATFORMS. USE 4" H X i/8" STEEL PLATE WELDED TO SYSTEMS COMPLYING WITH UL TESTED ASSEMBLIES. 70 2. PROVIDE THE OWNER'S REPRESENTATIVE WITH ALL UTILITY COMPANY NAMES, CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING BUT NOT LIMITED TO, AND CENTERED BETWEEN EACH RAILING P05T J. EXPANSION JOINTS/EXPANSION JOINT COVERS G O D I VA NUMBERS, CONTACTS AND ACCOUNT NUMBERS (OWNER WILL TRANSFER ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE 3. STEEL FRAMED STAIRS JPROVIDE EXPANSION JOINTS, IO REQUIRED FOR APPLICATION, WITH ELECTROMETRIC FILLER TO MATCH ADJACENT FINISH AS ACCOUNTS TO THEIR NAME AT TURNOVER). WORK, PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS a. COMPLY WITH "RECOMMENDED VOLUNTARY MINIMUM STANDARDS FOR FIXED Chocolatier METAL STAIRS" IN NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURED BY BALCO INC- ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY OR MANUFACTURERS (NAAMM) "METAL STAIR MANUAL" FOR COMMERCIAL GLASS 2. INSTALL PER PLANS AND MANUFACTURER'S RECOMMENDATIONS. STORE NO: G. TESTS AND INSPECTIONS: TO DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF) INCLUDING 1. ALL TESTS AND INSPECTIONS, OF ANY KIND, REQUIRED, AND WHICH INVOLVE THE L055 OF USE RESULTING THEREFROM. STAIRS, UNLESS JURISDICTIONAL REQUIREMENTS PREVAIL. 524 EXPENSE, SHALL BE PAID BY THE CONTRACTOR AT NO ADDITIONAL b. PROVIDE COMPLETE STAIR ASSEMBLIES, INCLUDING METAL FRAMING, RAILINGS, `U EXPENSE. U. BACKGROUND COMPUTER-AIDED CONTRACT DESIGN DOCUMENTS: NEWLS, BALUSTERS, CLIPS, BRACKETS AND OTHER COMPONENTS NECESSARY FOR PROJECT LOCATION: I. IN THE EVENT THAT THE GENERAL CONTRACTOR OR ANY SUBCONTRACTORS REQUIRE THE SUPPORT OF STAIRS AND PLATFORMS AS REQUIRED TO ANCHOR AND H. PROTECTION OF WORK IN PLACE: BACKGROUND DRAWINGS, COPIES OF THESE DRAWINGS MAY BE PROVIDED SUBJECT CONTAIN THE STAIRS ON THE SUPPORTING STRUCTURE. 1. ALL WORK IN PLACE SHALL BE ENCLOSED WITH ADEQUATE PROTECTION. TO THE FOLLOWING CONDITIONS: TT PERMANENT OPENINGS USED AS THOROUGHFARES FOR THE INTRODUCTION a. A SEPARATE AGREEMENT TITLED "USE /5 C.I. INSTALL METAL CORNER GUARDS (2" X 2" X 48") AT ALL OUTSIDE CORNERS OR AS SPACE B04 V/ PROTECTIVE CORNER GUARDS WASHINGTON SQ. MALL COMPUTER-AIDED DESIGN DOCUMENTS" OF WORK AND MATERIALS TO THE STRUCTURE SHALL HAVE HEADS, JAMBS MUST SIGNED BY THE CONTRAGTOR/SUBCONTRAGTOR BEFORE THE TRANSFER AND SILLS WELL BLOCKED AND BOARDED. OF THEE FILES. SPECIFIED IN THE PLANS. SPACKLE AND SAND SMOOTH. 9585 SW WASHINGTON Ln 2. PROTECT ALL NEW WORK, FURNISHINGS, AND EQUIPMENT AT ALL TIMES. ANY b_ CONTRACTOR MUST AGREE TO USE THE PROJECT FILES ONLY FOR THE LIMITED SQUARE ROAD N DAMAGE THAT OCCURS AS A RESULT OF CONSTRUCTION) 15 TO BE PURPOSE AS DESCRIBED IN THE AGREEMENT_ 0. REVEALS PORTLAND, OR 90703 REPAIRED TO LIKE NEW CONDITION. c. CONTRACTOR MUST AGREE TO REIMBURSE WJCA INC. OR THE OWNER FOR THE USE I. INSTALL METAL REVEAL5t SIZE AND LENGTH AS INDICATED ON PLANS. PROVIDE Lo OF THE DOCUMENTS PER THE AGREEMENT. CONTRACTOR MAY REIMBURSE WJCA BLOCKING OR BACKING AS REQUIRED TO SECURE IN PLACE. co I. GUARANTEE: INC. DIRECTLY OR MAY AGREE TO CREDIT THE OWNER AN AMOUNT AGREED UPON 2. PAINT OR FINISH PER PLANS. I. GUARANTEE IN WRITING ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE WITH ARCHITECT t THE OW'NER'S REPRESENTATIVE. E. EXPANSION JOINTS OF COMPLETION AND ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. 1. PROVIDE EXPANSION JOINTS, AS REQUIRED FOR APPLICATION, WITH ELECTROMETRIC ISSUE DATE: Q 2. FURNISH THE FOLLOWING UPON COMPLETION OF WORK: V. MISSING/DAMAGED FREIGHT (OWNER FURNISHED MATERIALS): FILLER TO MATCH ADJACENT FINISH AS MANUFACTURED BY BALCO INC- a. CERTIFICATE OCCUPANCY. I. OPEN BOXES/CARTONS WITH OBVIOUS DAMAGE 2INSTALL PER PLANS AND MANUFACTURER'S RECOMMENDATIONS. NODATE DESCRIPTION INC- b. GENERAL CONTRACTOR'S AFFIDAVIT. 2. INSPECT FREIGHT BEFORE SIGNING THE FREIGHT BILL, NOTE SPECIFICALLY THE ITEM . .S) 12-11-15 issueoFORaio, W e. GENERAL CONTRACTOR'S RELEASE OF WAIVER OF LIEN. MISSING/DAMAGED. RSUEDFORBID,ERMITAND ORo J d. AN EXECUTED AND ACKNOWLEDGED RELEASE OF MECHANICAL LIENS 3. AFTER THE PROBLEM 15 NOTED ON THE FREIGHT BILL, HAVE CARRIER'S DRIVER ALSO F. SUSPENSION SYSTEM REVIEW WITH RESPECT TO DEMISED PREMISES EXECUTED BY THE TENANT'S SIGN IN ORDER TO VERIFY THAT BOTH PARTIES AGREE TO THE EXTENT OF THE 1. PROVIDE AND INSTALL UNISTRUT SPACE FRAME GRID SYSTEM PER MANUFACTURERS GENERAL CONTRACTOR AND EVERY SUB CONTRACTOR AND SUPPLIER DAMAGE. SPECIFICATIONS AS REQUIRED FOR LIGHTING, CEILING ACCESSORIES OR MECHANICAL Q OF LABOR AND MATERIALS ENGAGED IN TENANT'S WORK 4. WHEN DAMAGE 15 DISCOVERED UPON UNPACKING THE FREIGHT, INSPECT ALL PACKING SYSTEMS SUSPENSION. e. ELECTRICAL INSPECTION CERTIFICATE FOR SIGNS OF DAMAGE OR ABUSE. THE FREIGHT BILL 15 TO BE NOTED WITH THE 2• SUPPORT FROM STRUCTURE WITH THREADED RODS AND NUTS AS REQUIRED OR Q f. UNDERWRITER'S APPROVAL CERTIFICATE FOR THE ELECTRICAL WORK. SPECIFIED DAMAGE. DETAILED. V) HVAC WARRANTY. 5. CONTACT THE OWNER'S REPRESENTATIVE WITHIN 48 HOURS OF TAKING RECEIPT OF 3. CONTACT UN15TRUT CORPORATION 800-468-9510. E3 OPERATION MANUALS FOR ALL MECHANICAL AND ELECTRICAL MATERIALS TO INFORM THEM OF ANY LOSS. FAX ALL REQUIRED DOCUMENTATION TO EQUIPMENT. OWNER'S REPRESENTATIVE. O I. ROOFING SYSTEM - SUBMIT COPIES OF THE MANUFACTURER'S FINAL 6. IF CONTRACTOR FAILS TO FOLLOW THI5 PROCEDURE, CONTRACTOR SHALL BE INSPECTION PRIOR TO THE ISSUANCE OF THE MANUFACTURER'S RESPONSIBLE FOR ALL COSTS RELATED TO THE REPLACEMENT OF MISSING/ DAMAGED DIVISION VI WOOD & PLASTICS WARRANTY. OWNER FURNISHED MATERIALS. U �/� J. PAYMENT AND WAIVER OF LIENS: VJ I. PAYMENTS MADE FOR THIS PROJECT ARE TO BE ALLOCATED FOR THIS A. CARPENTRY t BLOCKING: PROJECT AND ONLY FOR PAYMENTS TO SUBCONTRACTORS AND MATERIAL DIVISION 11 SITE CONSTRUCTION I. BEFORE USING WOOD FRAMING 1S 8 BLOCKING OF ANY TYPE, CONFIRM CODE SUPPLIERS, AND AGENTS AUTHORIZED BY SPECIFIC CONTRACTORS TO RESTRICTIONS. IF USE OF WOOD IPERMITTED BY REQUIREMENTS, ADHERE TO THE PERFORMA. DEMOLITION: FOLLOWING GUIDELINES: Q PERFORM WORK OR SUPPLY MATERIALS TO THIS PROJECT. a. USE NEW LUMBER BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER 2. SUBMIT PARTIAL WAIVERS OF LIEN FOR WORK INCLUDING SUBCONTRACTORS I. VISIT THE 51TE PRIOR TO BID SUBMISSION AND VERIFY ALL EXISTING CONDITIONS (I.E., WHICH IT WAS PRODUCED. AND MATERIAL SUPPLIERS. OVERALL DIMENSIONS, CONDITION OF CONCRETE SLAB, LOCATION OF SERVICES, b. LAYOUT, CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK INSTALL 3. THE FINAL 10% RETENTION ON THIS PROJECT MUST INCLUDE SIGNED AND STRUCTURE, CLEARANCES, ETC.) AGAINST THE PROPOSED WORK REPORT ANY BLOCKING, NAILERS, FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS EXECUTED WAIVERS OF LIEN INDICATING 100% COMPLETION AND 100% DISCREPANCIES, OMISSIONS OR OBSTRUCTIONS THAT WILL AFFECT THE LAYOUT OR REQUIRED. BRACE, PLUMB, AND LEVEL MEMBERS IN TRUE ALIGNMENT AND PAYMENT IN FULL BY ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS. DESIGN IMMEDIATELY TO THE TENANT REPRESENTATIVE. RIGIDLY SECURE IN PLACE WITH SUFFICIENT NAILS, SPIKES, SCREWS AND BOLTS ac 4. PROVIDE A "SWORN STATEMENT" LISTING ALL SUBCONTRACTORS AND 2. ALL CONDITIONS AND DIMENSIONS SHOWN ARE FOR REFERENCE ONLY AND MUST BE AS NECESSARY. � , i} CONTRACT VALUE. FIELD VERIFIED. c. FURNISH AND INSTALL ROUGH AND FINISHED PLYWOOD, FURRING SUPPORTS, ETC. vv 'lye 5. PROVIDE A LIST OF ALL SUBCONTRACTORS, INCLUDING ADDRESS AND co 3. UPON COMPLETION OF DEMOLITION, ALL CONDITIONS AND DIMENSIONS ARE TO BE FURNISH ANp INSTALL ALL ROUGH HARDWARE, ANCHORS, BOLTS, ETC. AS �� ed, T PHONE NUMBER TO THE OWNER'S REPRESENTATIVE. VERIFIED AGAIN FOR VARIANCES AGAINST THE PROPOSED WORD. REPORT ANY REQUIRED FOR CARPENTRY WORK ' DISCREPANCIES IMMEDIATELY TO THE TENANT REPRESENTATIVE. d. ALL EXISTING OR NEW WOOD SHALL BE FIRE RETARDANT AND MUST BE K TRASH REMOVAL: 4. THIS PORTION OF THE WORK INCLUDES ALL LABOR, MATERIALS AND SERVICES DAVID A. UDKOW c NECESSARY FOR AND REASONABLY INCIDENTAL TO COMPLETE ALL DISMANTLING, IDENTIFIED WITH A UL LABEL CERTIFYING THIS CLASSIFICATION. I. PROVIDE FOR REMOVAL OF ALL TRASH, RUBBISH AND SURPLUS MATERIALS e. WORKMANSHIP AS PER THE ARCHITECTURAL WOODWORK INSTITUTE'S 2182 RESULTING FROM CONSTRUCTION OF THE PROJECT. DEMOLITION, AND SALVAGE AS SHOWN AND NOTED ON THE DRAWINGS AND SPECIFIED ARCHITECTURAL WOODWORK QUALITY STANDARDS. HEREIN. SCOTTSDALE, AZ L. GLEAN UP AT TURNOVER: 5. PROTECT ALL AREAS NOT INCLUDED IN THE WORK. ANY DAMAGE THAT OCCURS AS A s I. REMOVE ALL PROTECTIVE COVERINGS AND ALL CONSTRUCTION MATERIALS RESULT OF THE WORK SHALL BE REPAIRED TO A LIKE NEW CONDITION AT G.C. AS DIRECTED BY THE OWNER'S REPRESENTATIVE. EXPENSE. 0 2. HVAC FILTERS TO BE CHANGED FOLLOWING THE CLEANING. 6.NO ALTERATION'S TO THE EXISTING STRUCTURAL MEMBERS ARE ALLOWED UNLESS 3. THE PROJECT IS TO BE CLEAN AND READY FOR OCCUPANCY SPECIFICALLY NOTED. 1. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR SCOPE OF NEW WORK M. THE TERM "OR EQUAL": 8.MAINTAIN AND/OR REPAIR ALL FIRE RATED ASSEMBLIES AND SEPARATIONS T I. WHEREVER THE TERM "OR EQUAL" IS USED, IT SHALL MEAN EQUAL PRODUCT (PARTITION, FLOOR, CEILING, OR BETWEEN ADJACENT SPACES ETC.) REQUIRED BY co AS APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE, NO CODE OR REGULATION. DRAWING TITLE: EXCEPTIONS. 9. DISCONNECTION OF SERVICES: 00 a. EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION WORK SHALL BE T NI. ALLALITY WORK Or WORK: BE PERFORMED IN A SAFE AND WORKMANLIKE MANNER IN b. RE-ROUTED SCONNECTED SERVICES SHALL BE PLUGGED AND SEAROVIDE TEMPORARY LED INAANOAP ROVEDGE ARCHITECTURAL T ACCORDANCE WITH ACCEPTED CONSTRUCTION STANDARDS AND 0.5.14A. MANNER SPECIFICATIONS REQUIREMENTS. c. SPRINKLER SHUT DOWN SHALL BE COORDINATED WITH THE BUILDING MANAGEMENT 2. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE PLANS PRIOR TO EXECUTION OF WORK O UNLESS A VARIANCE IS APPROVED BY THE OWNER AND ALL AUTHORITIES 10. ABANDONED ELECTRICAL WIRING: HAVING JURISDICTION. a. CONDUITS AND OTHER UTILITIES ENCOUNTERED IN THE PROGRESS OF THE 3. ALL EQUIPMENT AND MATERIALS UNDER THE CONTRACT ARE TO BE NEW DEMOLITION THAT ARE TO BE ABANDONED SHALL BE DISCONNECTED AND THE Q UNLESS OTHERWISE SPECIFIED IN THE PLANS. ENDS PLUGGED IN AN APPROVED MANNER ANY ABANDONED UTILITIES INTERFERING WITH WORK UNDER THIS CONTRACT SHALL BE REMOVED ONLY TO THE O. CODE COMPLIANCE: EXTENT THAT THEY INTERFERE WITH NEW CONSTRUCTION. I. VERIFY ALL WORK IS IN COMPLIANCE WITH ALL CODES, ORDINANCES, AND 11. SALVAGED MATERIALS AND EQUIPMENT: PROJECT NO: REGULATIONS OF ALL CONSTITUTED PUBLIC AUTHORITIES HAVING a. REFER TO THE PLANS FOR ITEMS TO BE SALVAGED. CONSULT WITH THE TENANT 154129 Q JURISDICTION. THIS INCLUDES BUT 15 NOT LIMITED TO LOCAL BUILDING REPRESENTATIVE PRIOR TO THE DISPOSAL OF MATERIALS AND EQUIPMENT. CODE REQUIREMENTS, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY b. PACKAGE, PROTECT AND STORE SALVAGED ITEMS FOR FUTURE USE. 0 REQUIREMENTS, 0.5.14A., AND THE BEST TRADE PRACTICES. 12.DISPOSAL OF NON-SALVAGED MATERIALS AND EQUIPMENT: DRAWING NO: a. ALL MATERIALS AND EQUIPMENT NOT SCHEDULED TO BE SALVAGED, INCLUDING DEBRIS, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE A 0 0 2 Q DISPOSED OF IN A LEGAL MANNER b. LOCATION OF DISPOSAL AREA AND LENGTH OF HAUL SHALL BE CONTRACTOR'S RESPONSIBILITY. OWNER/TENANT: DIVISION VIII DOORS & WINDOWS DIVISION IX FINISHES (CONT.) DIVISION X SPECIALTIES A. DOORS AND HARDWARE: F. RESILIENT WALL BASE: I. FURNISH AND INSTALL ALL DOORS, FRAMES, HARDWARE, RELATED PARTS AND MATERIALS I. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE. A. LAVATORY FIXTURES: G O D I VA AS INDICATED ON DRAWINGS AND RESPONSIBILITY SCHEDULE OR NECESSARY FOR 2. EXAMINE SUBSTRATES, AREAS, AND CONDITIONS INCLUDING THOSE FOR MAXIMUM MOISTURE I. REFER TO THE MECHANICAL DRAWINGS. OPERATION. CONTENT PRIOR TO INSTALLATION. Chocolatier 2. HOLLOW METAL DOORS AND FRAMES: FLUSH TYPE DOORS, MINIMUM 16 GA. STEEL SIZE, 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. B. LAVATORY ACCESSORIES: GODIVA CHOCOLATIER, INC. SHAPE AND PARTITION TYPE PER DOOR SCHEDULE. 4. FORM CORNERS FROM STRAIGHT PIECES OF MAXIMUM LENGTHS P05515LE WITHOUT I. REFER TO THE ARCHITECTURAL DRAWINGS. 333 WEST 34TH STREET 3. WOOD DOORS: FLUSH TYPE DOORS, EDGE SANDING AND VENEERS SHALL BE WITHERING AT BENDS. 2. INSTALL IN-WALL BLOCKING AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. NEW YORK, NY 10001 APPEARANCE GRADE READY FOR PAINT. 5. EXTRA MATERIALS TO BE MAINTAINED AT THE SITE: FURNISH NOT LESS THAN 10 LINEAR 3. INSTALL ACCESSORIES OVER FINISHED WALL SURFACE. 4. LABELED DOORS AND FRAMES: PROVIDE U.L. LABELED DOORS AND FRAMES PER FEET FOR EACH 500 LINEAR FEET OR FRACTION THEREOF, OF EACH TYPE, COLOR, PROJECT PLANNER: AUTHORITIES HAVING JURISDICTION. PATTERN, AND SIZE INSTALLED. C. FIRE EXTINGUISHERS: 5. FABRICATE AND ERECT TRUE, PLUMB, AND SQUARE AS SPECIFIED AND DETAILED AND AS I. PROVIDE FIRE EXTINGUISHERS, CABINETS AND/OR HARDWARE AS REQUIRED BY ALL PER MANUFACTURER'S RECOMMENDATIONS. B. FLOOR TILE: AUTHORITIES HAVING JURISDICTION. ]/ j 6. REFER TO DOOR SCHEDULE FOR SPECIFIC INFORMATION AND HARDWARE. L INSTALL PER TGNA STANDARDS. ALL EDGE CONDITIONS AT TRANSITIONS TO BE FLOATED ,y UP FOR SMOOTH EVEN TRANSITION. B. ACCESS DOORS: 2. ALL SUBFLOORS TO BE MOISTURE TESTED AND RESULTS COMPARED TO MANUFACTURERS I. PROVIDE FLUSH TYPE METAL DOORS MIN 16" X 2011, OR 45 SPECIFIED ON THE DRAWINGS, RECOMMENDED INSTALLATION GUIDELINES. ANY PROBLEMS DUE TO MOISTURE TESTING TO MANUFACTURED FROM • 14 GA. STEEL, COMPLETE WITH FLUSH FLANGE TYPE FRAMES BE REPORTED TO THE PROJECT CONSTRUCTION MANAGER IMMEDIATELY. MANUFACTURED FROM " 16 GA. STEEL, WITH ANCHORS. 3. PROVIDE SUFFICIENT HEAT AND VENTILATION IN AREAS WHERE TILE WORK IS BEING f, 2. INSTALL ACCESS DOORS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED PERFORMED TO ALLOW TILE TO SET PROPERLY. DIVISION XI EQUIPMENT VALVES, AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION AND AS APPROVED 4. CAREFULLY CLEAN ALL WORK (ALL GROUT FILM MUST BE REMOVED) AND REPLACE OR BY THE OWNER'S REPRESENTATIVE. REPAIR ANY DAMAGED WORK AND LEAVE IN PERFECT CONDITION. USE NO ACID AGENT WJCA INC. 3. ACCESS DOORS SHALL BE SUITABLE FOR INSTALLATION IN THE SPECIFIED WALL AND OR DEVICE THAT WILL MAR SURFACE. ANO WORK ANTICIPATED UNDER THIS SECTION, CONFIRM WITH OWNER'S REPRESENTATIVE. 763 SUSQUEHANNA AVE. A.CEILING MATERIALS. 5. EXTRA MATERIALS TO BE MAINTAINED AT THE 51TE: FURNISH NOT LESS THAN I BOX FOR FRANKLIN LAKES, NJ 07417 4. ACCESS DOORS LOCATED IN FIRE-RATED WALLS, FLOORS, CEILING-FLOOR OR EACH 50 BOXES OR FRACTION THEREOF, OF EACH TYPE, COLOR, PATTERN, AND SIZE TEL: 201-848-9060 CEILING-ROOF ASSEMBLIES SHALL BE UL FIRE RATED LISTED AND LABELED. INSTALLED. FAX: 201-848-9881 5. FINISH TO MATCH ADJACENT SURFACES. 6. PROVIDE KEYED LOCK AT ALL PANELS IN COMMON AREAS. H. WALL TILE: I. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE. ARCHITECT: C. OVERHEAD RDANCE WITH TCA 1. PROVIDE AND OL SITALLL DOORS AS SPECIFIED ON PLANS INCLUDING BRACKETS, TRACKS,NG DOORS: 2 HANDBOOK METHOD W243. OVER CEMENTITIOUS KTHIN SET WITH UNITS ON DDRYSSET OR LATEX-PORTLAND TALL IN OGEMENT BOND DIVISION XII FURNISHINGS GLAZING, COUNTER BALANCE MECHANISMS, AND ALL ASSOCIATED HARDWARE_ COAT. 3. CAREFULLY CLEAN ALL WORK (ALL GROUT FILM MUST BE REMOVED) AND REPLACE OR D. STOREFRONT: REPAIR ANY DAMAGED WORK AND LEAVE IN PERFECT CONDITION. USE NO ACID AGENT A. NO WORK ANTICIPATED UNDER THIS SECTION, CONFIRM WITH OWNER'S REPRESENTATIVE. DAVID A. UDKOW I. FURNISH ALL NECESSARY MATERIALS, LABOR AND EQUIPMENT FOR THE COMPLETE OR DEVICE THAT WILL MAR SURFACE. 11881 NORTH 113TH WAY INSTALLATION OF FRAMING AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. SCOTTSDALE, AZ 85259 2. ALL GLASS FRAMING SHALL BE SET IN CORRECT LOCATIONS AS SHOWN IN THE I. TRANSITION STRIPS: VJ DETAILS AND SHALL BE LEVEL, SQUARE, PLUMB, AND IN ALIGNMENT WITH OTHER I. REFER TO THE DETAILS FOR REQUIRED TRANSITION STRIPS. WORK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND 2. INSTALL TRANSITIONS BETWEEN DISSIMILAR FLOOR MATERIALS. APPROV3. PROTTECTED SHOP STORE FRONTDRAWINGS. WFROM DAMAGE BEFORE, DURING, AND AFTER INSTALLATION. 3 AUTHORITY HOAVING JURISDICTION.ALL EXCEED REQUIREMENTS SET FORTH IN ANSI II�.1-1998, OR ANY OTHER DIVISION XIII SPECIAL CONSTRUCTION XO E. GLASS AND GLAZING: K. WOOD FLOORING - GLUE DOWN METHOD U 1. STOREFRONT: I. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE. q_ NO WORK ANTICIPATED UNDER THIS SECTION, CONFIRM WITH OWNER'S REPRESENTATIVE. rte. a. PROVIDE AND INSTALL 1/2" THICK TEMPERED GLASS (OR AS INDICATED ON 2. ALL EDGE CONDITIONS AT TRANSITIONS TO BE FLOATED UP FOR SMOOTH EVEN v DRAWINGS), POLISH ALL EXPOSED EDGES. TRANSITION. b. OPENINGS AND SUBSTRATES MUST BE PROPERLY PREPARED TO RECEIVE 3. PROVIDE AND INSTALL TRANSITION STRIPS. TRANSITION STRIPS MUST BE NEW MATERIALS GLASS. AND MUST CONFORM TO ALL CODE REQUIREMENTS AND INDUSTRY QUALITY STANDARDS. LIC. #: 2182 c. PROVIDE AND INSTALL GLAZING CLIPS OR BUTTONS, AS REQUIRED BY LOCAL 4. ALL SUBFLOORS TO BE MOISTURE TESTED AND RESULTS COMPARED TO MANUFACTURERS O CODE. RECOMMENDED INSTALLATION GUIDELINES. ANY PROBLEMS DUE TO MOISTURE TESTING TO DIVISION XV MECHANICAL & PLUMBING EXP. DATE: 6/30/16 d. REFER TO DETAILS FOR GLAZING BASE AND HEAD CHANNELS. BE REPORTED TO TENANT'S REPRESENTATIVE IMMEDIATELY. 5. INSPECT SUS-FLOOR CAREFULLY. SUB-FLOOR MUST BE RIDGED, FINISHED SMOOTH, FLAT, G O D I VA LEVEL, DRY, CLEAN, AND FREE OF ALL FOREIGN MATERIALS SUCH AS DUST, PAINT, rr� GREASE, OILS, SOLVENTS, CURING AND HARDENING COMPOUNDS, SEALERS, ASPHALT AND A. REFER TO MECHANICAL 4 PLUMBING SHEETS. Chocolatier to OLD ADHESIVE RESIDUE. (b. PATCH AND REPAIR ALL MINOR CRACKS AND OTHER IMPERFECTIONS WITH LATEX CEMENT STORE NO: 524 �; DIVISION IX FINISHES PATCHING COMPOUND. 1. FLOORING AND ADHESIVE SHALL BE STORED A MINIMUM OF 72 HOURS IN THE INSTALLATION AREA. cz A. GYPSUM DRYWALL: 6. EACH PLANK MUST BE FIRMLY SEATED IN ADHESIVE. ROLL THE FLOOR WITH A 115 POUND DIVISION XVI ELECTRICAL PROJECT LOCATION: 7C) I. INSTALL ALL GYPSUM DRYWALL SYSTEMS COMPLETE WITH PARTITION FRAMING, CEILING ROLLER SUSPENSION SYSTEMS, AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOWN ON 9. UP TO 1/2" SPACE 15 TO BE COVERED BY AN APPROPRIATE BASE MOLDING OR FILLED DRAWINGS AND AS SPECIFIED. WITH A SUITABLE ELASOTMERIC SEALANT, SILICONE, OR POLYURETHANE EXPANSION JOINT A. REFER TO ELECTRICAL SHEETS. WASHINGTON SQ. MALL rnrn 2. GYPSUM DRYWALL: U.S. GYPSUM 5/6" THICK FIRE CODE SHEETROCK (TYPE "X") PANELS OF FILLER OR EQUAL). SPACE B04 V/ STANDARD QUALITY OR EQUAL OR AS OTHERWISE SPECIFIED IN THE DRAWINGS. 10. DO NOT PROCEED WITH INSTALLATION UNTIL ALL CONDITIONS ARE SATISFACTORY. 9585 SW WASHINGTON Lo 3. EXTERIOR APPLICATIONS: PROVIDE A GLASS MAT GYPSUM SUBSTRATE FOR USE AS SHEATHING. 11. ADHESIVE SHALL BE PER MANUFACTURER'S RECOMMENDATION. 4. WET LOCATIONS: PROVIDE A WATER-RESISTANT GYPSUM BACKING BOARD OR GLASS MAT 12. PROTECT FLOOR COVERING AGAINST DAMAGE FROM ROLLING LOADS, SHARP OBJECTS SQUARE ROAD PORTLAND, OR 9D N WATER- RESISTANT GYPSUM BACKING BOARD. AND OTHER ABUSE. Lo 5. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE INSTALLED PER GA-216. 13. FLOOR MUST BE THOROUGHLY CLEANED AND BUFFED PER MANUFACTURER'S INSTRUCTIONS. 6. ACCE55ORIE5 AND TRIM: U.S. GYPSUM BOARD OR GOLD BOND SYSTEM OF COMPONENTS AND co L. WOOD FLOORING - MECHANICALLY FASTENED PERFORATED TAPE. ALL METAL TRIM SHALL BE PERFORATED FLANGE TYPE FOR COMPOUND i REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE. I V FINISH. WHERE A VAPOR RETARDER IS REQUIRED PROVIDE A FOIL BACKED GYPSUM BOARD, VAPOR RETARDER FACED MINERAL OR GLASS FIBER INSULATION BLANKETS. 2 ALL EDGE CONDITIONS AT TRANSITIONS TO BE FLOATED UP FOR SMOOTH EVEN ISSUE DATE: Q 1. INSTALL ALL MATERIALS PER MANUFACTURETRANSITION.R'S SPECIFICATIONS AND RECOMMENDATIONS. 8. PROVIDE AT A MINIMUM A LEVEL 4 FINISH PRIOR TO THE APPLICATION OF THE FINAL FINISHES. 3. PROVIDE AND INSTALL TRANSITION STRIPS. TRANSITION STRIPS MUST BE NEW MATERIALS NO. DATE DESCRIPTION REFER TO THE GYPSUM ASSOCIATION GUIDELINES FOR A DESCRIPTION OF THE DESIRED LEVEL. AND MUST CONFORM TO ALL CODE REQUIREMENTS AND INDUSTRY QUALITY STANDARDS. 12-11-15 ISSUED FOR BID, ui 4. PROVIDE AND INSTALL 3/4" PLYWOOD SUB FLOOR PERMIT AND LANDLORD J B. CEILING SYSTEMS: 5. ALL SUBFLOORS TO BE MOISTURE TESTED AND RESULTS COMPARED TO MANUFACTURERS REVIEW 1. REFER TO THE REFLECTED CEILING PLAN FOR SCOPE AND SPECIFIED MATERIALS. RECOMMENDED INSTALLATION GUIDELINES. ANY PROBLEMS DUE 70 MOISTURE TESTING TO Q 2. FURNISH AND INSTALL CEILING SYSTEMS COMPLETE WITH SUSPENSION SYSTEM AND RELATED BE REPORTED TO TENANT'S REPRESENTATIVE IMMEDIATELY. Q ACCESSORIES AS INDICATED ON DRAWINGS. 6. INSPECT SUB-FLOOR CAREFULLY. SUB-FLOOR MUST BE RIDGED, FINISHED SMOOTH, FLAT, 3, ALL LIGHT GAUGE METAL FRAMING AND CEILING SUSPENSION COMPONENTS FOR SOFFITS, LEVEL, DRY, CLEAN, AND FREE OF ALL FOREIGN MATERIALS SUCH AS DUST, PAINT, GYPSUM BOARD AND LAY-IN CEILINGS SHALL BE ANCHORED TO THE STRUCTURAL JOISTS AND GREASE, OILS, SOLVENTS, CURING AND HARDENING COMPOUNDS, SEALERS, ASPHALT AND U) BEAMS ONLY. PROVIDE AND INSTALL ANY ADDITIONAL FRAMING REQUIRED. OLD ADHESIVE RESIDUE_ 4. SUSPENSION SYSTEMS SHALL BE ADEQUATE TO SUPPORT LIGHTING FIXTURES, CEILING GRILLES, I. COVER SUB-FLOOR WITH 15 LB. ASPHALT FELT PAPER DIFFUSERS, AND OTHER TYPICAL CEILING ACCESSORIES. 8. FLOORING SHALL BE STORED A MINIMUM OF 12 HOUR5 IN THE INSTALLATION AREA. O 5. PROVIDE SYSTEM COMPONENTS FROM SINGLE MANUFACTURER 9. INSTALL EACH PLANK PER MANUFACTURER'S RECOMMENDED NAILING SCHEDULE. 6. INSTALL CEILING AND SUSPENSION SYSTEMS IN STRICT ACCORDANCE WITH MANUFACTURER'S 10. COUNTER SINK NAILS/STAPLES AND FILL WITH APPROPRIATE COLORED WOOD FILLER ( 1 RECOMMENDATIONS AND ALL APPLICABLE BUILDING CODE REQUIREMENTS. FINISHED CEILING REMOVE EXCESS FILLER FROM SURFACE. SHALL BE LEVEL, WITH JOINTS SNUG AND SQUARE, AND IN PERFECT CONDITION. 11. THE FLOOR SHOULD BE LEVEL TO WITHIN 1/8" IN AND 8" RADIUS. VJ 1. LEAVE ONE CASE OF CEILING TILES FOR LATER REPLACEMENT. 12. UP TO 1/2" SPACE IS TO BE COVERED BY AN APPROPRIATE BASE MOLDING OR FILLED 8. CEILING, WHERE NOTED ON DRAWINGS, SHALL BE 1 HOUR RATED AND SHALL CONSIST OF CLASS WITH A SUITABLE ELASOTMERIC SEALANT, SILICONE, OR POLYURETHANE EXPANSION JOINT "A" SUSPENSION GRID, HARDWARE, CLIPS, ETC. NECESSARY TO ACHIEVE RATING. FILLER- 13. ILLER13. DO NOT PROCEED WITH INSTALLATION UNTIL ALL CONDITIONS ARE SATISFACTORY. C. PAINTING AND FINISHING: 14. PROTECT FLOOR COVERING AGAINST DAMAGE FROM ROLLING LOADS, SHARP OBJECTS I. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE. AND OTHER ABUSE. 2. GENERAL: 15. FLOOR MUST BE THOROUGHLY CLEANED AND BUFFED PER MANUFACTURER'S INSTRUCTIONS. a. USE ONLY THE PAINT AND RELATED MATERIALS SPECIFIED. b. DRY ALL COATS THOROUGHLY BEFORE APPLYING SUCCEEDING COATS. FOLLOW ,rZ MANUFACTURER'S RECOMMENDATIONS FOR RE-COAT TIME. Ma--+ C. COVER ALL SURFACES THOROUGHLY. IF THE NUMBER OF COATS SPECIFIED DOES NOT co ACCOMPLISH THE INTENT, THEN APPLY ADDITIONAL COATS OF SPECIFIED MATERIAL TO GIVE SATISFACTORY COVERAGE. iifY. d. PREPARE BY CLEANING ALL SURFACES FREE OF LOOSE DIRT AND DUST_ ; T' p e. PREPARE ALL METAL SURFACES IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN �. •,:s , SPECIFICATIONS. DAVID A. UDKOW F. BEFORE STARTING FINISH WORK, REMOVE HARDWARE, ACCESSORIES, PLATES, LIGHTING 21$2 FIXTURES AND SIMILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR SUCH ITEMS. ® a g. MAKE FINISH WORK UNIFORM OR APPROVED FINISH, SMOOTH, FREE OF RUNS, SAGS, AND SCOTTSDALE, AZ DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER O MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. �~ K EXTRA MATERIALS TO BE MAINTAINED AT THE SITE: I UNOPENED GALLON OF EACH PAINT. �I A 2. INTERIOR: 9 a. PAINTED DRYWALL TO RECEIVE ONE COAT LATEX PRIMER AND TWO COATS OF SPECIFIED PAINT. TINT PRIMER TO APPROXIMATE SHADE OF THE FINAL COAT TO PRODUCE AN EVEN T RESULT IN THE FINISH COAT. b. SEAL ALL DRYWALL SURFACES BEHIND MIRRORS AND BUILT-IN COMPONENTS. DRAWING TITLE: co c. PUTTY ALL NAIL HOLES, COUNTER SUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING M FINISH. T d. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. ARCHITECTURAL T e. PAINT ALL RADIATION COVERINGS, CONVECTORS, REGISTERS, LOUVERS, GRILLES, EXPOSED PIPING, ACCESS DOORS, VENTS, FIRE EXTINGUISHER CABINETS, EQUIPMENT SPECIFICATIONS > MOUNTING BOARDS, ETC. UNLESS FACTORY FINISHED. D. FIBERGLASS REINFORCED PANELS 1/8": O I. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE. 2. INSTALL PER MANUFACTURER'S INSTRUCTIONS. E. VINYL COMPOSITION TILE: 3, REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE. 4. ALL EDGE CONDITIONS AT TRANSITIONS TO BE FLOATED UP FOR SMOOTH EVEN TRANSITION. PROJECT NO: 5. ALL SUBFLOORS TO BE MOISTURE TESTED AND RESULTS COMPARED TO MANUFACTURERS 154129 Q RECOMMENDED INSTALLATION GUIDELINES. ANY PROBLEMS DUE TO MOISTURE TESTING TO BE REPORTED TO THE PROJECT CONSTRUCTION MANAGER IMMEDIATELY. 6. FILL ALL CRACKS, JOINTS, ETC., IN SUB-FLOOR WITH CRACK FILLER APPROVED BY FLOORING MANUFACTUREDRAWING NO: Q R 1. INSTALL ALL MATERIALS WITH WEATHERPROOF TYPE ADHESIVES AS RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIALS AND SURFACE INVOLVED. AO O 8. EXTRA MATERIALS TO BE MAINTAINED AT THE SITE: FURNISH NOT LESS THAN I BOX FOR EACH 50 BOXES OR FRACTION THEREOF, OF EACH TYPE, COLOR, PATTERN, AND 512E INSTALLED. Q OWNER/TENANT: 44'-4" V-9" 4 ADJACENT TENANT — — — — GODIVA 3 Chocolatier GODIVA CHOCOLATIER, INC. 2'-I I/2" 3'-4 1/8" 9 3/8" — — — — 333 WEST 34TH STREET - - - - 1 - - - - NEWYORK, NY 10001 PROJECT PLANNER: 2 I :D m I I I 31'-101/8" "n rI `r I — — — — WJCA INC. (qI I 763 SUSQUEHANNA AVE. FRANKLIN LAKES, NJ 07417 4 5/8" TEL: 201-848-9060 6 1/2" FAX: 201-848-9881 I I ARCHITECT: Ln I I I it I DAVID A. UDKOW I 11881 NORTH 113TH WAY 1 I SCOTTSDALE, AZ 85259 I N I . V-11 3/4" I O LU I U I I � \ I 3'_0" � 5 0 LIC. #: 2182 O z EXP. DATE: 6/30/16 le O 83/4" z GODIVA Z5'-61/8" 6" I5'-6" 6" I I Q Chocolatier inSTORE NO: I 2 1 - - - - 0 - - - - e l 524 > PROJECT LOCATION: ❑ ❑ I I I WASHINGTON SQ. MALL I SPACE B04 0) I I 9585 SW WASHINGTON Lo SQUAREROAD PORTLAND, OR 90703 Lo I co 43'-8 I/8" �p i I 5 3/4" I N ISSUE DATE: Q I NO. DATE DESCRIPTION 12-11-15 ISSUED FOR BID, W PERMIT I I REVIEW _j LANDLORD J I I Q � I I I O 44'-4" 2'-6" I VJ 1 I Q ADJACENT TENANT LEASE CONFIRMATION PLAN SCALE: 3/8" >. Z KEY NOTES POST DEMOLITION CONFIRMATION NOTES : 10 ARe' � CO O I. UPON INITIAL COMPLETION OF DEMOLITION VERIFY ALL EXISTING CONDITIONS II.E., T LEASE LINE - VERIFY LOCATION WITH LANDLORD REPRESENTATIVE. OVERALL DIMENSIONS, COLUMN LOCATIONS , LOCATION OF SERVICES, STRUCTURE, DAVID A. UDKOW t_"? CLEARANCES, CONDITION OF CONCRETE SLAB, ETC.) AND REPORT ANY DISCREPANCIES, �'+ O2182 EXISTING DEMISING PARTITIONS AND STRUCTURAL ELEMENTS TO REMAIN: OMISSIONS, OR OBSTRUCTIONS THAT WILL AFFECT THE LAYOUT OR DESIGN OF THE SPACE s e f PROTECT DURING THE WORK. PROTECT AND MAINTAIN EXISTING IMMEDIATELY TO THE OUNER'S CONSTRUCTION MANAGER SCOTTSDALE, AZ FIREPROOFING, FIRE SEPARATION AND FIRE RATING. 2. FORWARD COMPLETED ' LEASE CONFIRMATION PLAN' TO THE TENANT'S CONSTRUCTION O MANAGER IMMEDIATELY UPON COMPLETING DEMOLITION. !fp Z t 3. FIELD DIMENSION BOX T DRAWING TITLE: 00 LEASE T_ CONFIRMATION T PLAN 0 Q PROJECT NO: 154129 Q DRAWING NO: Q A004 Q 0