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HomeMy WebLinkAboutPlans 2020-1-30 RYE RIDGE PLAZA ("CHASE"BANK DRIVE THRU CANOPY REPAIR) TAYLOR 150 SOUTH RIDGE STREET ASSOCIATES ARCHITECTS RYE BROOK,NEW YORK 10573 572 NORTH BROADWAY WHITE PLAINS,NEW YORK 10603 GENERAL NOTES PROJECT TEAM DRAWING LIST TEL 914 289 0011 1. DOC MNO EN SSHALLC CREATE ANY CONTRACTUAL RELATIONSHIP BETWEEN 38.G.C.ER PROVIDE ALL NECESSARY SIGNS FORTOILETS,STAIRS,ELEVATORS ABBREVIATIONS/SYMBOLS OWNER 1ST FAX 914 289 0022 THE ARCHITECT.LCREATE ANY CONTRACTUAL RELATIONSHIP BETWEEN THE CONTRACTOR AND (WHERE APPLICABLE). VAN PROPERTIESL ISSUE THE ARCHITECT. 10 RYE RIDGE PLAZA(SUITE 200) 39.FT SHALL BETEE SOLE RESPONSIBILfTYOFTHEGENERALWNTRAC10RTO O pppq W. RYE BROOK,NY 10573 O ISSUED 2 SOLELY AS ACONVENIENCETO THE-MDLORD,THE ARCHITECT INCLUDED DOCUMENTS TEST M013-NRE CONTENT OF SCAB FLOOR PRIOR TO INSTALLATION OF ALL FINISH A SWLDLN.S ON k PREPAREDBYTIIELANIXMDS CONSULTANTS OR INCORPORATED THE RECOMMENDATIONS OF FLOORING MATERALSANDTO MAINTAIN PROPERTEMPERATUREAND HUMIDITY A-1 REFERENCE DRAWING PHONE:....(914)48&7300 Oi THESE CONSULTANTS IN DOCUMENTS PREPARED BY THE ARCHRECTWITHIN THESEFOF Q REVISED 8ISSUED CONSTRUCTION DOCUMENTS ISSUED BY THE ARCHITECTBEING E RESSLY UNDERSTOODnAT LEVELS PERMARUFACTURERSSFECIFICATIONS. REVISION NR. CONTACT:DAVE ENGLISH ®RE-ISSUED NOCHANGE VkED A TINE ARCHITECT ASSUMES NO LIABILITY FOR THE SERVICES OF THE CONSULTANTS NOTUNDER 40,G.C.SHALL COORDINATE ALL RATED WALLS WITH MEP.PROVIDE FIRE DAMPERS AND/ WALLSECnOH '\�'(F+ �C/1,7 CONTRACTTO THE ARCHITECT. ORFIRE CAULKING AS REQUIRED TO MAINTAIN THE INTEGRITY OF THE FIRE-RATED A REFERENCE orumxG /^�� l7 EY 1' ASSEMBLY `n COL GNO No. 7(j YIP AY 3. ALL SYMBOLS AND ABBREVATK)NS USED ON THESE DRAWINGS ARE CONSIDERED 41.ALL WALLBOARD IN BATHROOMS TO BE MOISTURE RESISTANTIANDFIRERETARDANI' ARCHITECT �Z Q'toy <Q a CONSTRUCTION STANDARDS.IF THE CONTRACTOR HAS QUESTIONS REGARDING THE SAME, WHERE PART OF FIRE RATED ASSEMBLY) A DEfA1LNa [] y 9 NOTIFY THE ARCHITECT FORCNGFlCAnDN. A-i REFERENCE IXAWIHG 572 NOJEFFRRTH BRORARCHITECT Wj 42 FIRE3TOPPING MATERIALS SHALL BE INSTALLED AS PER ASIM E8I4/CAL 1479.FIRE SAIRNG 572 NORTH BROADWAY �jm 1k 4. SHOULD ITAPPEARTHATTHE PROPOSEDWOM ISNOTCLEARLYGll1EDOUTOR6UFFICIENTLY INSULATION SHALL BE MINERAL WOOL BARING CONFORMING TO FEDERAL SPECIFICATION Hill-1 A INTERIIXi ElEVATEN WHITE PLAINS,NY 10603 DETAI LED OR EXPLAINED THE CONTRACTOR SHALL SUBMRAWRITTEN"REQUEST FOR -521 F,TYPE I,CLASS A ILI ROOM NABS A-1 REFERENCEDIRAWNG PHONE:,...(914)289-0011 DWG. UST OF DRAWINGS 01.29.20 INFORMATION'DIREMYTO THE LANDLORO AND ARCHITECT.IF THE CONTPACTORHAS(IN HIS 1W ROOM NR OPINION)A BETTER CONSTRUCTION TECHNIQUE,THE CONTRACTOR SHALL APPLY TO THE 43,ALL INTERIOR SPACES TO BE MECHANICALLY VENTILATED AS PER REQUIREMENTS OF CODE OTT ,F LANDLORD FOR CLARIFlCATON OF THE ABOVE,IN NO MANNER SHALL ANY WORK PROCEED IN CONTACT:JEFFREY TAYLOR OR ROB DALLESAMORO T-100.00 TITLE SHEET CODE INFO. 1 O UNCERTAINLY.ALL CLARIFIGATIONS,APPROVALS,AND INSTRUCTIONS SHALL BE ISSUED TO THE DOORS WHICH REQUIRE FIRE RATINOS SHALL BE A TYPE COMPLYING WITH APPLICABLE CONTRACTORTHROUGH THE LANDLORD,CONTRACTORS SUB-CONTRACTOR SHALL NOT CONTACT SUILDINGCODE PROJECT INFORMATION OF No THE ARCHITECT OR ENGINEER OF RECORD DIRECTLY. CEILING PLAN JL 45,ALL WOOD TO BE USED SHALL BE FIRE RETARDANT TREATED IN ACCORDANCE WITH DM-700.00 DEMO&EXISTING FLOOR C`JJOPY FLOOR/ I O AN 3 0 2020 S THE CONTRACTOR SHALL COORDINATE WITH THE LANDLORD REPRESENTATIVE FOR STAGING APPLICABLE BUILDING CODE REQUIREMENTS.THIS INCLUDES BUT IS NOT LIMITED TO PARKING,DELIVERIES,STORAGE AND ADDRESS:....................................................)r„�SOL qlp+pPC T. DM-200.00 DEMO&EXISTING FLOOR CANOPY ROOF FRAMING PLAN Q REMOVAL OF MATERIALS. 40,LIGHTING AND DESIGNATION OF MEANS OF EGRESS SHALLCOMPLYWITH TRYE% LT I.jy ' & THE CONTRACTOR SHALL FURNISH ALL LABOR MATEFBALS,EQUIPMENTS,ETC.REQUIRED TO APPLICABLE BUILDING CODE COMPLETE THE CONSTRUCTION OR INSTALLATION OFALL ITEMS REQUIRED FOR A COMPLETE CONSTRUCTION CLASSIFICATION:...............LIB INSTALLATION,UNLESS DESIGNATED N.I.C. A-100.00 CANOPY FLOOR PLAN O 47.ALL PENETRATONS(DUCTWORK,PIPING,VENT.M)THRU FIRE-RATED ASSEMBLIES SKILL BUILDING OCCUPANCY...................................B(BUSINESS) 7. THEARCHITECT/CONTRACTORSHALL PAY FOR ALL REQUIRED PERMITS,FEES MDLICENSES BEFIRESTOPPED AND SEALED AS REQUIRED TO MAINTAIN THEFREHRATINGOFSAID A-300.00 I ELEVATION&SECTION REQUIRED FOR STARTING AND COMPLETING ALL REQUIRED WORK OWNER SHALL REIMBURSE CONSTRUCTION ASSEMBLY,ALL FIRESTOPPINGASSEMBUESSHAILBE ULAPPROVED.(SEE FIRE PROTECTION:..........................................NIA ALL COSTS TO REQUIRED PARTIES FORALL PERMIT FEES NOTE 42) B. THECONTRACTORSHALLARRANGEANDPROVIDEFORALLINSPECTIONSREOUIREDSYTHE 48.G.C.SHALLPROVIDE-10--HARRIERMDIDABLEPLTTYPADSMPW'ATAU--CESSED CODE DATA GOVERNING AGENCIES. ELECTRICAL DEVICES(RECEPTACLES,LIGHT SWITCHES ARYMS,ETC)LOCATED IN FIRE-RATED I WALL ASSEMBLIES TO MATCH DESIGNATED FIRE RATING OF SAID WALLASSEMBLY 9. ALLWORKSHALL CONFORM WITH ALL APPLICABLE FEDERALSTATE AND LOCAL ODOM AND oRolN cm. THESE PLANS ARE IN CONFORMANCE WITH THE FOLLOWING CODES: 10.THE CONTRACT OR SHALL CONFORM IN ALL ASPECTS TO THE HEALTH AND SAFETY PROVISIONS OF ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE O.S.HA A.COORDNATONdWORK SPECIFICATIONS,DRAWINGS&CONSTRUCTION CRITERIA OF THE LANDLORD,AND SHALL j SATISFY ALL APPLICABLE CODES,ORDINANCES,AND REGULATIONS OF ALL GOVERNING 11.THE CONTRACTORSHALL PROVIDE,INSTALL AND MAINTAIN FOR THE DURATION OF THE WORK AS THE CHAUCIER&SCOPE RECURRED ALL LAWFUL OR NECESSARY BARRICADES,FE14CESMD RAIUNGS.FURNISH DRAWINGS. OF WL CARERRKARE ILWSXAMINRATED BY ALL THHE E BODIES INVOLVED.SHALL BE MODIFICATIONS THE THE CONTRACTCONTRAC REQUIRED BYITS AND DRAWINGS CONTRACTOR SHALL CARER)IN EXAMINE N THE DRAWINGS F TEMPORARY LIGHTS,WARNINGS SIGNS AND SIGNALS AND TAKE au OTHER PRECAUTIONS As AUTHORITIES SHALL BE PERFORMED BY THE GENERAL CONTRACTORJALL PERMITS AND --�-- &SHALL BE AESPON,q ERE FOR THE PROPER INSTALLATION OF HIS MAYBERECURRED 7HERSAFEGUARD PERSONS,THE SAESO ADJOINING APROPERTY,SOEVERG LICENSES NECESSARY FOR THE EXECUTION OF THE WORK SHALL BE SECURED AND PAID Z BUILDING CONSTRUCTOR NOT PUa DUCTS,PIPING,CONDL97 E KEE IMPROILI PUBUC RIGHTVEMENTS uu sNLKS ui CORRIDORS. MAlu MEIN,AGAJNSTI JURY AND AINTAINED DAMAGES TCM�ESI RAIL eu LADING T ETC,ONA ENANTHE CONSTRUCTIONUST OR ANY OBSAND TRUCTION SO STO IMPAIR FOR LIGHTING REQUIRED COClBlJ'T HEIGHT WORK&MIRR CONSIDERATION FOR ME WORK OF OTHERS AND EXISTING FOR BY THE GENERAL CONTRACTOR. BE RESPONSIBLE FOR THE PROTECTION OF EXISTING ADJACENT TENANT(8( Q I R SHALL ANDS DALY ING: ...NEWYORK STATE NG E 2015 ADOPTED CONTRACTOR AROSHAL1BETAKEN CARE OFAT HEcoNRAcORSExPENSE B.BUILDING WORKSHALLcoNEORM oAuTcovERNINGmOFs&REcuAnoNscoNRAaoRSHAllFlE,PAv MECHANICAL:B ...........NEWYORKSTATEMECH.ICODE201(AD(OPTEDIBC+AM DEEN75).) - 0 THEIREMPLOYEES ANDGUESTS,ANY INJURY OR DAMAGE SHALL BEME RESPONSE! THE BUILDING: NEW PORK STATE BUILDING CODE 2015(ADOPTED IBC+AMENDMENTS IONS ALL &OBTAIN ALL REQUIRED PETARDS PNCLUDONG SUscONTMCTCR TRADES)TO PERFORM THE WORK ENERGY CODE:.........-ENERGY CONSERVATION CODE 2015 NEW YORK STATE(ADOPTED IECC 2D15) 12 THE CONTRACTOR SHALL PROTECTAND TAKE FULL RESPONSOIUIY FORANY DAMAGE DONE TO THE UPON COMPLETION OF THE WORK CONTRACTOR SH.,:.L OBTAIN ALL REWIRED APPROVALS FROM BUILDING OR SITE THAT IS NOT PART OF THE CONTRACT. GOVERNMENTAL AGENCIES INVOLVED PRIOR TO FINAL PAYMENT.MAIN COPY OF CSTIFII OF ELECTRICAL:...............NATIONAL ELECTRICAL CODE f2014 13.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONSM LOCATE AND PROTECTANY OCCUPANCY TON:SUPPUM TO THE TBUM DIRECTOR OF CONSTRUCBON-COPY TO BE DELIVERED TO m UNDERGROUND OR CONCEALED CONDUIT,PLUMBING OR OTHER UTILITY LINES WHERE WORK IS STORE MANAGER FOR POSTING IN STORE FIRE:............................NEW YORK STATE FIRE CODE 2015(ADOPTED RFC+AMENDMENT) III BEING PERFORMED. ACCESCIBILITY:............2009 ICCIANSI A717.1-2003 AND 2010 ADA 14,THE CONTRACTOR SHALL FURNISH ADEQUATE SHORING,BRACING,ETO AS REQUIRED TO SAFELY W C,INSURANCE '----_"- " EXECUTE ALL WORK AND SHALL BE FULLY RESPONSIBLE PoRTNE SAME. �� I.CONTRACTOR SHALL SECURE,PAY FOR&MAINTe.DURING CONSFRUCIICIN&RXNENG WORK _ ___ 16.ALL WORKSMALL BE DONE TO MEET TOP QUALITY WORKMANSHIP. WITHIN LEASED PREMISES,ALL OF THE INSURANCE..JES REQUIRED ANO IN THE AMWNTSAS gT 9,�!"""";�/'+ ("��.Y MAP �- Z�✓ FORTH HEREIN CONTRACTOR SHALL NOT COMMENa.AHY WORK UNTIL ALL REQUIRED INSURANCE V i3OCATIOIN IYI C� 16.ALL PRODUCTS SHALL HE USED,INSTALLED AND INCORPORATED INTO THE PROJECT AS PER HMIEENOBTAINED&CERTHCATESOFSUCHNWURA EMVEBEENDELtWE TOTHELAN W O& � --- -- MANUFACTURERS WRITTEN INSTRUCTIONS. TENANT.LANDLORD&TENANT MUST BE NAMED AS'.'.f;MCR AL INSURE Me`CERHRCAIE OF I INSURANCE'SHALL COVER ALL WORK PERFORMED BY G.0&EACH OF HIS SUBCONTRACTORS&ALL 17.IF MANUFACTURERS'SPECIFIER MODEL NUMBERS ARE DISCONTINUED OR NEW APPROVED MAJOR SUPPURS W N f MODELS EXIST,THE CONTRACTOR SHALL FURNISH THE MANUFACTURERS UPDATED MODELAT N NOADDMONAL COST TO THE LANDLORD OR ARCHITECT AND SHALL NOTIFY ALL AS REQUIRED. ' 2.CONTW1CfDR5 IS.$U9-COMRAROR5 RE0'DMIN COVERAGE&WVTS OF UABIffiY, 18,WH ERE WORK DR EQUIPMENT IS IN DICATEO N.I.C.(NOT IN CONTRACT)ON THE DRAWINGS,SUCH A)WORKMAN'SCOMPENSATION,AS REQUIRED BY STATE LAW,&INCLUDING EMPLOYER'S LIABILITY y(L ITT WORKANDAXR EQUIPMENT SHALL BE PROVIDED BY OTHERS.THE CONTRACTOR SHALL INSURANCE W/A LIMIT OF NOT LESS THAN$500,0W.00&ANY INSURANCE REQUIRED BY ANY If t i COORDINATE.AND COOPERATE TO EFFECT SUCH INSTALLATION. EMPLOYEE BENERTS ACTS OR OTHER STATUTES APPLICABLE WEiBE THE WORK IS TO M PBFORMEJ AS PROJECT N0. 10575 WILL PROTECT THE CONTRACTOR&SUB-CONTRACTOR FROM ANY&ALL UANUFY UNDER Mg -` 1' 19.NO EQUIPMENT SUBMITTALS ARE REQUIRED TO THEARCHIIECT OR LANDLORD IFEQUIPMENT AFQREMBNTIONEDARS ANDWORKIS INSTALLED ACCORDING TO DRAWING ME)MANUFACTURER SPECIFICATION.ANY B)COMPREHENSIVE GENERAL UABRTY INSURANCE PNCLUDING CONTRACTORS PROTECTIVE DATE: 12-01.19 ALTERNATESPECIFlCAYIONOR METHOD OF INSTALLATION MUST BE SUBMITTED IN WRITTEN IIABIUTYI IN AN AMOUNT NOT LESS MAN$IAODOIXIM FOR ANY ONE OCCURRENCE WHETHER pq�IL p FORM VEDAND APPROVELANDLORD WANYWORK TO THE ARCHITECT.SUBMITTALS MUST BE INVOLVING BODILY INJURY UABIUTY(OR DEATH R6ULTNG THEREFROM) DRAWN OR PROPERTY DAMAGE f, _' BY: - FTA RM LIABILITY OR A COMBINATION THEREOF WITH A AGGREGATE LLMJT OF$2,000A WAO SUCH RYE RIDGE PLAZA INSURANCE SHALL PROVIDE FOR EXPLOSION,COLLAPSE&UNDERGROUND COVERAGE SUCH 1,.r.. Z0.SHOP DRAWL NG SUBMITTALS ARE REQUIRED FOR ANY AND ALL STRIICNRAL DESIGN AND INSURANCE SHALL INSURE TENANTS GBNBIAL CONIACfOR AGAINST ANY&ALL CLAMS FOR BODILY - -• 1 150 SOUTH RIDGE STREET MECHANICAL DESIGN.SHOP DRAWINGS SHALL BE SUBMITTED BYTHECONTRACTORTO THE INJURY,INCLUDING DEATH RESULTING THEREFROM&DAMAGE TO OR DESTRUCTION OF PROPERTY OF LANDLORD,ARCHITECT,AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ANY KIND WHATSOEVER&TO WHOMEVER BELONGING AND ARISING FROM HIS OPERATIONS UNDER RYE BROOK,NEW YORK 10573 SCALE: AS NOTED THE CONTRACT&WHETHER SUCH OPERATIONS ARE PERFORMED BY TENANT'S GENERAL - I CONTRACTOR,SUe.CONiRACTORS,OR INDIRECTLY EMPLOYEEDBY ANY OF THEM jl 21.THE CONTRACTOR SHALL RELOCATE ANY AND ALL EXISTING UTAUTY LINES AS MAY BE REQUIRED TO ACCOMPLISH THE INTENDED DESIGN.NEW LOCATIONSSI-AUBEVERIFIED WITH MEOWTNE0. E C1 COMPREHENSIVE AUTOMONIE UABIUtt INSURAINCE,NCWgNG iMEOWNERSEIIP, 22 AT THE COMPLETION OF WORK THE PROJECT SITE(HARD SURFACES)SHALL BE LEFT BROOM MAINTENANCE,&OPERATION OF ANY AUTOMOSVE EQUIPMENT,OWNED,ARID&NON-OWNED CLEAN.ALL FINISHES(INCLUDING GLAZING)SHALLBELEFT DUSTANDSPOT FREE ANDREADY IN THE MLLOWNG AMOUNTS FOR FULL USE 11)BODILY INJURY,PER OCCURRENCE FOR PERSONAL INJURY Y AND/OR.DEATH:$],=AW.00 23.PRIOSTRUCTURE. TURE.THE CON I CTOR SHALL OBTAITINGfANY N 9INTEN PERMISCONCRSION IOffiROMAB THE NG LDING (2)PROPERTY DAMAGE UASLTY,$1,000,000.00 OR HISR PR SECOMRAFOR EACH SPECIFICLOC WRITTEN PERMISSION FROM THE BUILDING OWNER OR HIS REPRESENTATIVE FOR EACH SPECIFIC LOCATION OF THE SAME SUCH LCLAIM FOR BODILY INSURE INCLUDING HEATHCONTRACTORSING THE EFROM&DACTORMAGE AGAINST ANYERTY �. ALL CLAMS FOR GODLY NIURY,INCLUgNG DEATH RESULTING THEREFROM&DAMAGE TO PROPERTY 24.SEPARATE UNLIKE METALS OR ALLOYS WITH A H EAVY COATING OF BITUMINOUS PAINT OR OTHER S OTHERS CAUSED BY ACCDEE&ARISING FROM HIS OPERATIONS UNDER CONTRACT&WHETHER SUITABLE PERMANENT SEPARATION AS REQUIRED TO PREVENT GALVANIC ACTION, SUCH OPERATIONS ARE PERFORMED BY THE GENERAL CONTRACTOR,SU&CONTRACTORS,OR BY ANYONE DIRECTLY,OR INDIRECTLY EMPLOYED BY ANY Of THEM a THE VARIOUS INTERIOR SUBCONTRACTORS SHALL COORDINATE THEIRWORKWTH EACH OTHER IIIV r Y IN SUCH A MANNER THAT WILL CAUSE THE LEAST POSSIBLE INTERRUPTION IN OR OBSTRUCTIONS ,I (..',;I I� , N D)TENANTS RETENTIVE LIABILITY INSURANCE AND Al SHALL PROVIDE OWNERS PROJECTIVE UANUTY INSURANCE TO SUCH WORK OF THE OTHER I AS WILL INSURE TENANT AGAINST ANY AND ALL IWIIfiY TO THIRD PARTIES FOR DAMAGES BECAUSE OF 2S FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED BODILY INJURY UASIUTY(OR DEATH RESULTING THEREFROM)AND PROPERTY DAMAGE UABIUTY OF OTHERS WALLSORCEILINGS. CFACOMNNATION THEREOF WHICH MAY ARISE ROM WORK INCOMECTONWTHMEIFASED �I /\ SHEET TITLE. 27,THE CONTRACTOR SHALL PROPERLY PREPARE ALL SURFACES FOR THE fINSHES THEY ARE TO PREMISES,AND ANY OTHER UANUTY FOR DAMAGE WHICH TENANTS GENERAL CONTRACTOR AND/OR RECEIVE CONTRACTOR OR TO SHALLPROPERLYINSTALLATION. SUB-CONTRACTORS ARE FISSURED TO INSUREAGAINS UNDER ANY PROVISONS HEREIN SAID INSURANCE SHALL BE PROVIDED IN MINIMUM AMOUNTS AS FOLLOWS, r /s ® q WORK TITLE SHEET/ 28.ALL PAINT-SKILL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS VICINITY MAP(AREA OF WORK) SRN®r (i W0B'�Pd FOR THE PARTCULARSURFACE.PROVIDE A MINIMUM OF TWO COATSTO ACHIEVE FULL AND CODE INFORMATION EVEN COVERAGE, (A)BOQLY INJURY,PER OCCURRS..2 FOR PERSONAL INJURY 20.ALL PAINT FINISH OF METAL DOORS BUCKS,DOORS,PERIMETER ENCLOSURES,ETC.,SHALL BE AND/OR DEATH$1,000ADD.00 SEMIGLOSS,UNLESS OTHERWISE NOTED. (9)PROPERTY DAMAGE UABILTTY$1,000,000.DO 1.REMOVE EXISTING DAMAGE CANOPY COLUMNS AND REPLACE WITH NEW(DIRECT REPLACEMENT). - 30.FLASH PATCH ALL AREAS WHERE THEFLOOR IS NOT LEVEL ORTRUE PRIORTO INSTALLATION OF E)TENANfS BUILDERS RISKINSURAMIE-COMRErJ VAWE8UIl0ER5 RISK ~^ ,R SAS 2.PROVIDE TEMPORARY SHORING. THE FLOORING. MATERIAL DAMAGE INSURANCE COVERAGE TEANT SHALL PROVIDE AN'ALL PHYSICAL '�x 15 ,-'I y LOSS'BUILDERS RISK INSURANCE POUCY ON THE WORK TO BE PERPDRMED FOR -^ -' �I H EASTNGS 31,EMERGENCY LIGHTING SHALL BE PROVIDED GIVINGAVALUEOF ONE FOOTCANDLEAT FLOOR TENANT IN THE LEASED PREMISES AS T RELATESM THE BUILDING WTHN WHICH i x 1G ( -) 1RIBEPWD 3.PROVIDE NEW COLUMN ENCLOSURE. LEVEL AS PER THE BUILDING DEPARTMENT CURRENT REQUIREMENTS. THE IFASED PREMISES 15 LOCATED.THE POUCY SHALL INCLUDE AS INSIDERS _ N mp a TENANT,ITS CONTRARORS AND SUBCONfRACI'PS AND lMUORD,AS HEIR J I--tti &pp''''''d IMERE3TSMAYAPPEAR.THEAMOUNi OF INSURANCE TO BE PROVIDED SHALL RE ^'�°"'^'" IRK W V.SIGN CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS 100%OF HE REPUCEMENT COST. ••• WLL,,EEERRI 33 CONTRACTORSHALL VERIFY ALL CONDITIONS AS WELLAS ALL UIMENSION3&CONWTONS }f ry INDICATED INTHEORAWINOS,PRIOR TOSTART OF OONSTRUCTION.GENERAL CONTRACTOR D.LIEN WAIVERS and SWORN AFFIDAVITS O K w IL D RYE RIDGE PLAZA o VERIFY WITH ARCHITECT OR TENANTS REP.(AND SUBCOMRACTOR.M RECEIPTOF MOST CONTRACTOR SHALL FURNISH TO TENANT WITHIN 30 DATE AFTER COMPUTON, .., X'i� 6 I, U CURRENT SET OFCONSTRUCTION DOCUMENTS PRIOR TO START OF WORK ANYVARIATION FROM AND AS CONDITION FOR FINAL PAYMENT,MAIL WAVERS OF UINFOR ALL ' EXISTING PARKING 1e Z OONOMONS INDICATED IN THE DRAWINGS SHALL BE BROUGHTTO THE ATTENTION OFTHE WORK PERFORMED&FROM All SUBCONTRACORS&MAJOR SUPPUERS - '� 150 SOUTH RIDGE STREET IP Q Z 21 2 oasN g RYE BROOK,NEW YORK 10573 ARCHITECT&OWNERS REPRESENTATIVE PRIOR TO STARnNO ANY WORK ZH ^RF£T Ql- n J M.CONTRACTOR SEAL BE RESPONSIBLE FOR UNLOADING AND STORING ALL OF LANDLORD E.QUALITY UCHW SHALL SUPPLIED EQUIPMENT AND FIXTURES(EXCEPT REFRIGERATION EQUIPMENT). &SHALL E IN G SHALL USS411 COMMON RNA AT HE MITESS O COMNIIKE MANNER 3 \ - P a40I L„� = 1„O 8 SHALL BE IN GOOD&USFABU CONDITION AT THE W1E OF COMPLETION 5 � LY 35 TENANT GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION,SCHEDULING, THEREOF.CONTRACTOR SHALL GUARANTEE ALL WORK MRMRMW TO BE FREE !FT O Ir) FROM ANY&AIl DIRECTS IN WORKMANSNP&MATERAIS FOR ONE(1)YEAR O V AND WORKMANSHIP OF ALL SUBCONTRACTORS HIRED DIRECTLYBY LANDLORD. o W Syr FROM DATE ALL CONSTRUCTION.COI LIST ITEMS HAVE BEEN RE COMPLEUEF&QATIRGTE _;w. �-� Z, Q r OF OCCUPANCP HAS BEEN ISSUED.CONTRACFOR SHALL BE AESPONSBLE FO0.THE "//&w��& coW F`.. 36.IN THE GABE OF DISCREPANCY BETWEEN THE ARCHITECTS.AND ENGINEERSDRAWINGS,THE REPLACEMENT OR REPAIR WIFHIXIT ANY AOM110NAL CHARGE FOR ANY&ALL WORK �� to DONE OR FURNISHED WHICH SHALL BECOME DEFECTIVE WITHIN THIS ONE i YEAR PERIOD. MORE STRINGENT,HIGHER QUANTRY,OR HIGHER QUALITY SHALL PREVAIL CONTRACTOR IS TO I) `�PARKING LOT I r W INFORM ARCHITECT OF ANY DISCREPANCIES PRIOR TO SUBMITTING BID. THE CORRECTION OF S.XH WORK SHALL INCLUDE,WITHOUT ADDITIONAL CHARGE.ALL irtERnIK EXPENSES&DAMAGES IN CONNECTION WITH SUCH REMOVAL,REPLACEMENT,OR REMR 1( O a OF ANY PART OF HE WORK WHICH MAY BE DAMAGED OR DISTURBED THEREBY.ALL ' 37.GATOPATCHAND PAINT ALL G.W.B.COLUMN WRAPS AND EXPOS AREAS AT E)ISTNG WARIIMIFS OR GUARANTEES AS TO MATEAWS OR WORKMANSHIP ON OR WT xH RESPECT s'mu WINDOW WALLS ALL EXISTING GYP.BD. TO THE TENANNTS WORK SHALL BE CONTAN®N HE CONTRACT SUBCONTRACT WHICH Y:xSL' WI FILE COPY SHALL BE SO WRITTEN THAT SUCH GUARANTEE OR WARRANTIES SHALL INSURE TO THE BENERT OF BOTH LANDLORD AND TENANT,AS THER RESPECTIVE I NTER PEA EST APR AND EiITING '�I W W n CAN BE DIRECRY ENFORCED BY EITHER. BUILDING UNLOADING OF OWNER SUPPLED MATERIALS.ANY OSCUPANCY OR BILL OF UDING 7 W�n \A OR DAMAGED GOODS TO BE SENT TO HE TENANTS REPRESENTATIVE WITHIN THREE(3) #3 BUSINESS DAYS GENERAL CONTRACTOR,ALL BIDS SUMNTTAU MUST INCLUDE ACTUAL(OR ESIIMATEDI AREA OF EXTERIOR WORK PERMIT FEES(OR SPECIFICALLY QUALIFIED AS EXCLUDED FROM BID} 1 ., 'sa(/ ' ("CHASE"BANK DRIVE �--- L - THRU CANOPY REPAIR) D V - I :THEFT NO N JAN 30 2020 -- \/ VILLAGE OF RYE BROOK T-100.00 BUILDING DEPARTMENT X Al A.T A2 A.1 n 1 ' I O V I d , TAYLOR 5'-10" 8'-0" 3' 8'.0" 3 5" 8'-0" 10"\ ASSOCIATES ARCHITECTS L (sIM) aao (TYP.) r iN — Ex.sicN Ex,Ir Ex k10N sTcu r.ir,e 6 !CN 572 NORTH BROADWAY 2 �— CLiAFP � - ` ——— + I WHITE PLAINS,NEW YORK 10603 g TEL 914 289 0011 (TYP.}7 FAX 914 289 0022 III s � �9 s e IIII a - ' �L� ED j ih � �REy T RO'yfr 2 13 ( 2 ¢�kF4P q yia Fo 300 Iz! 5 I III 0 O -300 y q I B I EXISTING EXISTING +I +Ili III �IX "CHASE" ml 3 "CHASE" Ty �reoas pQ� 17 7 fV H uA�i N i:va•ir. 5 „ OF NO y N BANK —_ �' BANK AN 3 0 2020 O 0 P.1 (n) (TYP.) U-III ) 13 0 0 (TYP.) G 12 11 (TYP.) f Pti�uN.�T_^ I I I I ' I -CT OF-COL 'I v —IL� ---- —r~— — -- ————— ——— -- ` --- - - 2 _ --- — — ------r -- —_ 1 Ui to 14 - -- - — --- —— - --- -- — — —�-— a —_ (TYP.)7 I z 1 o I I Ull 1 27-3y2"± 27-3y2"± H z o O f 10 (1)N to IN I� I - IJJ , PROJECT NO. 10575 NOTE:G.0 TO PROVIDE TEMPORARY SHORING NOTE:G.0 TO REMOVE EXISTING CANOPY CEILING DATE: 12.01.19 PRIOR TO REMOVING EXISTING CANOPY COLUMNS. SYSTEM WITH CARE FOR RE-USE(FOR INSTALLATION ---- -- OF CANOPY SHORING AND REMOVAL OF EXISTING DRAWN BY: FTA(RM) _ TOP OF EXISTING BUILDING @+15--8" COLUMN.) SCALE: AS NOTED DEMO&EXISTING CANOPY FLOOR PLAN 1 EXISTING CANOPY CEILING PLAN 2 SHEET TITLE: T SCALE;1/4"=V-0" SCALE;1/4"=V-0" y DEMO&EXISTING CANOPY FLOOR/CEILING PLAN DEMOLITION AND REMOVALS NOTES PLAN KEY NOTES LEGEND 1.CONTRACTOR TO COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT AND �1 EX.BOTTOM OF CANOPY AT+8'_10"ABOVE ASPHALT SYMBOL DESCRIPTION ,.. NOTIFY ARCHITECTS OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WO THE START OF DEMOLITION EX.BRICK LEDGE @+9 ULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK,PRIOR TO DENOTES DRAWING NOTE(SEE THIS DRAWING)-2"ABOVE ASPHALT V+'/� fV a �2 ' �i W LLJ 2.PROTECT AND SEAL ALL DIFFUSERS DURING DEMOLITION AND CONSTRUCTION ❑3 EX.24"x 24"A.C.T CEILING AT+8!-10"ABOVE ASPHALT W l�IX 3.CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT AND TO ® EX.4"RAISED CONCRETE CURB L ry a CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO DEMOLITION r 0 Q EX.STEEL COLUMN(4"x 6-1/4"x 3/8"FLANGE)TO BE REMOVED AND REPLACED V Z IQy 4.CONTRACTOR TO MAINTAIN THE INTEGRITY OF EXISTING EXTERIOR WALL 48 LIFE SAFETY NOTES w 0 a Z WITH NEW(DIRECT REPLACEMENT) Z 0 J 5.PATCH AND/OR REPAIR FLOOR,CEILING,AND/OR WALL SURFACES WHERE SHORING NOTE:GENERAL CONTRACTOR TO PROVIDE TEMPORARY SHORING OF PROTECTION OF PEDESTRIANS DURING CONSTRUCTION: W —3 0_Y REMOVALS ARE MADE AND PREPARE TO RECEIVE NEW FINISHES EXISTING STRUCTURE DURING COLUMN REPLACEMENT.PROVIDE SHORING 6.ALL REMOVAL&DEMOLITION DEBRIS SHALL BE REMOVED AT LEAST ONCE PER DAY, DRAWINGS TO ARCHITECT BEFORE START OF COLUMN REPLACEMENT REQUIRED EXITS SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. a F Uj O OR AS REQUIRED TO MAINTAIN SAFE WORKING CONDITIONS.VERIFY METHODS& FOOTING NOTE:GENERAL CONTRACTOR TO VERIFY SIZE OF TOP FOOTING AFTER O LOCATION OF REMOVAL WITH LANDLORD.(MATERIALS THAT ARE REMOVED OR PEDESTRIAN PROTECTION SHALL BE MAINTAINED IN PLACE AND KEPT IN GOOD ORDER _ REMOVAL OF COLUMNS(VERIFY ARCHITECT OF SIZE PRIOR TO INSTALLING NEW m DEMOLISHED SHALL BE DISPOSED OFF SITE ACCORDING TO LOCAL CONSTRUCTION BASE PLATE(SEE DETAIL 3A/A300) FOR THE ENTIRE LENGTH OF TIME PEDESTRIANS MAY BE ENDANGERED. w uj Q uj w MATERIAL DISPOSAL REGULATIONS) llii CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE STORED AND PLACED SO AS NOT UT Y } © EX.7"RAISED CONCRETE CURB ISLAND Z 7.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND PAY ALL TO ENDANGER THE PUBLIC,THE WORKERS,OR ADJOINING PROPERTY FOR THE DURATION IL OF THE CONSTRUCTION. FEES AS PART OF THE SCOPE OF WORK FOR THIS PROJECT.G.C.MUST PLAN, EX.EXTERIOR WALL MOUNTED L.E.D LIGHTS Z F m SCHEDULE,AND COORDINATE ALL REMOVALS(AND NEW WORK)TO AVOID U = INTERRUPTION OF SERVICES(ELEC.,HVAC,PLUMBING,FIRE PROTECTION) Lu Lu y ® EX.PNEUMATIC TUBE SYSTEM(TO BE REMOVED) O Q 8.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO HELD VERIFY ALL CONDITIONS AND DIMENSIONS WITHIN THE SCOPE OF WORK FOR THIS PROJECT.G.C. IL V SHALL REPORT ANY PROBLEMS AND/OR DISCREPANCIES TO ARCHITECT AND TENANT �9 EX.EXTERIOR WALL MOUNTED SIGNS(DIRECTIONAL) PRIOR TO START OF WORK 10 9.ALL DEMOLITION 8 NOISY CONSTRUCTION WORK MUST BE DONE DURING THE EX.WINDOW FRAME @+X-1"TO+9'-1" BUSINESS DAY(PER LOCAL REQUIREMENTS). i l EX.FLUSH 24'x 24"LIGHT FIXTURES SHEET NO: 10.PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED DURING DEMOLITION. 12 EX.RECESSED A.T.M MACHINE DM 100.00 11.THE PREMISES SHALL BE FREE OF ASBESTOS,LEAD PAINT AND OTHER HAZARDOUS MATERIALS PRIOR TO COMMENCING GENERAL BUILDING DEMOLITION. 1 3 EX.ASPHALT DRIVE AISLE (NOTIFY LANDLORD IF ANY HAZARDOUS MATERIALS ARE ENCOUNTERED PRIOR TO STARTING THE WORK.) 14 EX.CEILING MOUNTED SECURITY CAMERA 1 Nr A2 A:1 A A2 I a TAYLOR I zr-8"± ASSOCIATES ............ F m {I ARCHITECTS JE. (TYP.)9 Q E Ex.c Ex sicN c.;ON Ex SI N 3 572 NORTH BROADWAY iFc CLEARAN E a'-e-J t") ;'cEEaR,v,E a'-e•) 1°aiM-> WHITE PLAINS NEW YORK 10603 Ex BRICK LEpLE�FOF --Ex-WF e—D. R P g d i (TYP.) TEL 914 289 0011 7 .W1 BEAM ITYP.)2 i i i FAX 914 289 0022 (TYP.) Ex I (TYP.) 48 I 4 4 \! \f+ G2G X BRED Aqa 0 x 1 \�O osa i I QwG Q�PEY T4< 6, �� j 300o 2� + \ + EXISTING 1 j a I + �; 4; '� EXISTING s U .� EXIST.E.P.D.MROOFING \ ��CHASE�� ,I 3 KI CHASE ti��s'A�aP °o r {TYP.)5 10 # � 3 _J 11 BANK wl LLI w� BANK of No N 3 0 2020 m z I \4 8(TYP.) aPi \mac i 6a V I C I / E�]__l EY.ROC. ROOF D.IN -x.WF BE � r i B (TYP.)2 i B i I CAMERA � R v ___EX.W � CAMERA E Z _— _ W �. EX,`_IiE 3 BRICK LEDGE) II `J� - -- - --�- ---- - - - -. - -- -- --- - a 4 a (TYP.) i z Lu NOTE-G.0 TO PROVIDE TEMPORARY SHORING N PRIOR TO REMOVING EXISTING CANOPY COLUMNS. p Lu N PR III, ; OJECT NO. 10575 DATE: 12.01.19 DRAWN BY: FTA(RM) SCALE: AS NOTED i EXISTING CONDITIONS CANOPY ROOF PLAN SHOWN FOR REFERENCE ONLY I DEMO&EXISTING CANOPY ROOF FRAMING PLAN 2 I SHEET TITLE: SCALE.1/4=V-0" SCALE 1/4"=V-0" DEMO&EXISTING CANOPY ROOF/FRAMING PLAN PLAN KEY NOTES LEGEND �1 EX.(2)3"x 3"x 1/4'THICK VERTICAL ANGLE SUPPORTING BRICK LEDGE. SYMBOL DESCRIPTION EX.3"x X x 114"THICK DIAGONAL ANGLE(KICKERS)SUPPORTING DENOTES DRAWING NOTE(SEE THIS DRAWING) U) ar a 2 VERTICAL ANGLE SUPPORT FOR BRICK LEDGE. Lu ❑3 EX.3"x 3"x 114'THICK CONTINUOUS"Z"SHAPE ANGLE SUPPORT FOR BRICK W a ❑ LEDGE, U Z 4 EX.12"DEEP W.F x 6112"x 318"FLANGE LL ® _ W Q a-Y 4B EX.STEEL COLUMN(4"x 61 3/8"FLANGE)TO BE REMOVED AND a ®m �O REPLACE WITH NEW-SEE DRAWING DM-100) O 2 uj ca o Lu 4® EX 8"DEEP W.F x 4"x 1/8"FLANGE-COL.TIE W Y } EX.4"x 4"x 1/4"THICK DIAGONAL BRACES a m H . © EX.ROOF DRAIN Z w W W O NQ ❑7 EX.EXTERIOR WALL MOUNTED L.E.D LIGHTS �, a Q;V PARAPET ANODIZED ALUMINUM COPING �9 EX.EXTERIOR WALL MOUNTED SIGNS(DIRECTIONAL) 31. SHEET NO: 10 EX.1-1/2'MTL.DECK I DM �0®�0 0 11 EX.BUILDING UP ROOFING(SLOPED TO ROOF DRAIN) N � • ' A.2 A.1 TAYLOR 8'.0" 3 5" 8'-0" 3„5" 8'-0" 10" ASSOCIATES — — ARCHITECTS 16 1 I�MI i b 300 (TYP.)7 (TYP.)9 � � I 2 --- — cs� x sie �.E e('SG) 972 NORTH BROADWAY r � � `xE>sr� ('CLEAGAN e e-e^) (-1 (-^ E s'-a-) I',`''^'`I I WHITE PLAINS,NEW YORK 10603 — -- — --- — — ————— ——— — I i III 4g "' g II---II�� j TEL 914 289 0011 j o �P) x FAX 914 289 0022 lo J�e 9 III Z zi e H - h i Fp,EY TqY T� I11 I e � i 9 EXISTING li' EXISTING L CHASE - CHASE s ` +I _ +I III 17 �� n +r +I n n �q 07 OqF U N III 15 h oanNO r u��l -e�'� _N 3 (i OF NEV'1 w �I BANK P) ( BANK 13 0 2020 _ i7 13 2 1 1 (TYP.)III' (TYP.) (TYP.) &ail` 8 Q 12 { (TYP.) j EX. vu_uua7ic zi 4B 'USE I: 11 x 1 i 1.4 II I +I' I +I f II In I? H ILL I E LE 14 I i4 p j (TYP.)7 01 Z, 2r.31/2± 2r-aye± OF z D O III U)®O 1 INN@ UJ ci j 1 II PROJECT NO. 10575 NOTE:G.0 TO PROVIDE TEMPORARY SHORING i� DATE: 12.01.19 PRIOR TO REMOVING EXISTING CANOPY COLUMNS. -- DRAWN BY: FTA(RM) TOP OF EXISTING BUILDING @+1 V-8" SCALE: AS NOTED i CANOPY FLOOR PLAN 1 EXISTING CANOPY CEILING PLAN 2 SHEET TITLE: - •roe, - ,.., ;.,,.. -_ a ., • SCALE:1/4-V-0" SCALE:1/4"-1'0" CANOPY FLOOR CEILING PLAN GENERAL ARCHITECTURAL NOTESI PLAN KEY NOTES LEGEND 1. DO NOT SCALE THE DRAWINGS. 10.VERIFY SIZE/LOCATION/FINISH/FIRE-RATING,ETC.AND PROVIDE COMPLETE ALL �1 EX.BOTTOM OF CANOPY AT+8'-10"ABOVE ASPHALT SYMBOL DESCRIPTION REQUIRED OPENINGS THROUGH FLOORS AND WALLS,ACCESS DOORS, EX,BRICK LEDGE @+9'-2"ABOVE ASPHALT DENOTES DRAWING NOTE(SEE THIS DRAWING) U) a.Qa 2. GENERAL CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO FURRING,CURBS,ANCHORS AND INSERTS,PROVIDE ALL BASES AND BLOCKING --CONCEALED TURNED IN COMMENCEMENT OF EACH PORTION OF THE WORK. REQUIRED FOR ACCESSORIES,MECHANICAL,ELECTRICAL AND OTHER 0 EX.24"x 24"A.C.T CEILING AT+8'-10"ABOVE ASPHALT W )"'lz BUTT JOINT(TYP.) EQUIPMENT. CENTER ON ENCLOSURE 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY:WHAT IS REQUIRED BY Lj a 1-5l8"20GA GALV METAL ® EX.4"RAISED CONCRETE CURB CONTRACTOR NOTE: O Z �" . ONE IS AS BINDING AS IF REQUIRED BY ALL.THE CONTRACTOR SHALL 11.WALL TYPES WITH UL DESIGN NO.S SHALL BE CONSTRUCTED TO UL V 10" COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT STANDARDS.PRODUCTS USED SHALL BEAR UL CLASSIFICATION WHERE REQUIRED ® NEW BREAK METAL COL.ENCLOSURE(SEE DETAIL 31A-100) Q Z STUD FRAMING(TYP.) DOCUMENTS. BY THE UL DESIGN. Z V _ 4B NEW STEEL COLUMN(4"x 6-114"x 3!8"FLANGE)(DIRECT REPLACEMENT) CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS&EXIST.CONDITIONS W = a Y AND COORDINATE ALL PHASES OF DEMOLITION/CONSTRUCTION FOR PROJECT 4. UNLESS OTHERWISE INDICATED,PLAN DIMENSIONS ARE TO COLUMN GRID ON 4. — CENTERLINES,NOMINAL SURFACE OF MASONRY,FACE OF STUDS AND FACE OF © EX.7"RAISED CONCRETE CURB ISLAND AND NOTIFY ARCHITECTS OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS a a LU O PRE-FINISH DARK [�•"' I WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK Si BRONZE ANODIZED 16GA CONCRETE WALLS. �7 EX.EXTERIOR WALL MOUNTED LEDLIGHTS AND TENANT DESIGN CONCEPT,PRIOR TO THE START OF DEMOLITION/ O Z 9 Q� " BREAK METAL - - r - CONSTRUCTION. �/ m C L - - o j / ® EX.PNEUMATIC TUBE SYSTEM(TO BE REMOVED) LL O W d CONTRACTOR TO COORDINATE ALL REMOVAL WORK WITH_ ' } N/OTE:DUROC WRAP DUROCK h BZ / �9 EX.EXTERIOR WALL MOUNTED SIGNS(DIRECTIONAL) PHASING AGREED TO BY LANDLORD AND RESPECTIVE Q. (7 Z WITH CONTINUOUS 10 EX.WINDOW FRAME @+3'-1"TO+9'-1" TENANTS (�m VAPOR BARRIER PRIOR TO b. REPETITIVE FEATURES ARE NOT DRAWN IN THEIR ENTIRETY AND SHALL BE EQ. EQ. INSTALLING BREAK METAL COMPLETELY PROVIDED AS IF DRAWN IN FULL 19.ALL PENETRATIONS AND OPENINGS SHALL MEET WALL ASSEMBLY FIRE RATINGS 11 EX.FLUSH 24"x 24"LIGHT FIXTURES Z w W IY (TYP.) (TYP.) FINISH AND INTERSECTIONS OF FIRE-RATED PARTITIONS,PROVIDE FIRE SEALANT AND I 7. LINE OF EXISTING GRADES,AS SHOWN ON THE BUILDING ELEVATIONS AND OR FIRESTOPPING TO MAINTAIN CONTINUITY OF PARTITION RATING. 12 EX.RECESSED A.T.M MACHINE O CO EXISTING COL.SEE PLAN SECTIONS ARE APPROXIMATE IL V 20,ALL LISTED METAL STUD DIMENSIONS,GAGE&THICKNESS ARE MINIMUMS AND ,3 EX.ASPHALT DRIVE AISLE 8. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS ARE PROVIDED AS BASIS-OF-DESIGN.CONTRACTOR TO VERIFY&SUBMIT FINAL 14 EX.CEILING MOUNTED SECURITY CAMERA CONTRACT,OR BY OTHERS. PROPOSED DESIGN. 9. REFER TO ARCHITECTURAL,STRUCTURAL,MECHANICAL,ELECTRICAL AND OTHER 15 EX.CONCRETE BOLLARD TO BE REMOVED&REPLACE WITH NEW SHEET NO: CATEGORIES OR DRAWINGS FOR ADDITIONAL NOTES. (MISSING OR DAMAGE),G.0 TO COORDINATE IN FIELD COLUMN ENCLOSURE AT CANOPY 3 16 NEW CONCRETE BOLLARD(TO MATCH EXISTING) A-100.00 — 17 EX.CONCRETE BOLLARD. 1 SCALE:1 1/2"=1'.0" L _ -_-- - ---._------- -----. L LEGEND SYMBOL DESCRIPTION N DENOTES DRAWING NOTE(SEE THIS DRAWING) EXISTING A 2 BUILDING PLAN KEY NOTES BRICK FINISH TAYLOR T-O EX.BUILDING EX.(2)3'x 3'x 1/4'THICK VERTICAL ANGLE SUPPORTING BRICK LEDGE. 15'4�±A F.F 27 -—-—-—-—-—-—-—-—- -—-—-—-—- EX.3'x 3.x 114'THICK DIAGONAL ANGLE(KICKERS)SUPPORTING VERTICAL ASSOCIATES -8'± ANGLE SUPPORT FOR BRICK LEDGE. ARCHITECTS EX.(2)3"x 3x 1/4"THICK VERTICAL ANGLES SUPPORTING ANGLE FOR BRICK 16 LEDGE.(SEE KEY NOTE#3) T� ❑ EX.3"x Yx 1/4"THICK CONTINUOUS'Z"SHAPE ANGLE SUPPORT FOR BRICK 572 NORTH BROADWAY LO EX.CANOPY LEDGE. WHITE PLAINS,NEW YORK 10603 T-1 1 12'-0"±A.F.F. EX.12"DEEP W.F x 6-1/2"x 3/8"FLANGE(SEE FRAMING PLAN) OSURE-(SEEDETAII-3/A-100) N NEW COLUMN IFTL&A FAX 914 289 0022 NEW STEEL COLUMN(4"x 6-114"x 3/8"FLANGE) NOTE:NEW STEEL COLUMNS TO BE FACTORY PRIMED AND TO RECEIVE A I WATERPROOFING COATING PRIOR TO ENCLOSING WITH DECORATIVE o ENCLOSURE RED ARC �12 y/TKO EX.8-DEEP W.F x 4"x 1/8"FLANGE-COL.TIE(SEE FRAMING PLAN) ey 74)'�27'-3)/2"± k' 0� z EX.4'x 4"x 1/4"THICK DIAGONAL BRACES EX.ROOF DRAIN ------------------ R S EX.EXTERIOR WALL MOUNTED L.E.D LIGHTS OF NO O �o EX.PARAPET ANODIZED ALUMINUM COPING 3 0 2020 EX.EXTERIOR WALL MOUNTED SIGNS(DIRECTIONAL) 18 18 18 10 EX.1-1/2'MTL.DECK 11 EX.4"BRICK FINISH 19 EX.A.C.T CEILING(SEE CEILING PLAN) FINISH FLOOR I) 0'-d�+A.F.F. EX.CONTINUOUS ALUMINUM COUNTER FLASHING 13 (@ EXISTING BUILDING BRICK FINISH) 14 EX.BUILT UP ROOFING,SLOPED TO ROOF DRAIN 15 EX.ROOF DRAIN(SEE ROOF PLAN) z w 16 EX.EXTERIOR WALL MOUNTED L.E,D LIGHTS a: 9 1 17 EX.PNEUMATIC TUBE SYSTEM(TO BE REMOVED) w I 1-8j EX.PIPE BOLLARDS(CONCRETE FILLED).SEE FLOOR PLAN EX.4-RAISED CONCRETE CURB CANOPY ELEVATION(SIDE) co 0 SCALE:3/8"=V-0" Ud z co 0 0 Ln NOTE:G.0 TO PROVIDE SHOP >N w ci DRAWING FOR REVIEW AND af: APPROVAL PRIOR TO INSTALL PROJECT NO. 10575 A EXISTING STIFFENER PLATE -1 NOTE:REPLACE WITH(2)3/8" CONTRACTOR NOTE: DATE: 12.01.19 EXISTING MIN.WEB STIFFENER PLATES CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS EXIST. DRAWN BY: FTA(RM) BUILDING A EACH SIDE CONDITIONS AND COORDINATE ALL PHASES OF DEMOLITION I CONSTRUCTION BRICK FINISH , 0� j,4)3/4'DIA A325 BOLTS FOR PIROJECT AND NOTIFY ARCHITECTS OF ANY DISCREPANCIES OR ( CONFLICTING CONDITIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY SCALE: AS NOTED url T.(LlE)L._BUIl-DING_ F-I COMPLETION OF THE WORK AND TENANT DESIGN CONCEPT,PRIOR TO THE -—-—-—-—- -—-—-—-— 15'-B"+A.F.F. (BEYOND) 1/2'MIN.CAP PLATE START OF DEMOLITION/CONSTRUCTION. 27'-8"± LINE OF CONTRACTOR TO COORDINATE ALL REMOVAL WORK WITH PHASING AGREED 27'-4"± COPING 46 TO BY LANDLORD AND RESPECTIVE TENANTS ROORING 14 LINE OF PARAPET 13 DETAIL @ COL.HEAD RETURN BEYOND T.0 EX.CANOPYMTL DECK FI 0] 12'-0"±A.F.F. I 1/2"BASE PLATE o PA (4)3/4'DIA.HILTI HAS-E ANCHOR RODS -—--—- 3-(MIN) WITH HIT-RE 500 ADHESIVE I IMP JL LINE OF CONCRETE CURB 2'xl/4'PLATE WASHER SHEET TITLE: (TYP.BEYOND) (SHOWN FOR REFERENCE) E� El-j w 114'LEVELING PLATE A, 3/4'NON-SHRINK GROUT ELEVATION&SECTION �12 12 171 EXISTING FOOTING PIER F 3A 3A G.0 TO VERIFY SIZE OF U) 48 .300 -300 EXISTING COLUMN FOOTING Lu a. (SIM) INFIELD PRIOR TO w w INSTALLING NEW COLUMN. uj IL —1 t'4- z z 0 > Ul z 0 Lu EXISTING COLUMN FOOTING CL a= W%J DETAIL 0-COL.FOOTING PIER 0 z cl If Lu 0 w FINISH FLOOR FL STEEL 0 >- 0'-0' A.F.F. T a.CO 14 4�El-BASE PLATE z 1 LEVELING PLATE 1-15/16"HOLE FOR 3/4"DIA. Z ANCHOR ROD(TYP.) w WLu -0 F- IL DETAIL @ BASE PLATE SHEET NO: CANOPY SECTION 2 DETAIL CCD-COL.BASE 3A A-300.00 SCALE:I"=1'-0"