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2007-750 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 4z Community Development- Building &Codes (518) 761-8256 CE RT I F I CAT E OF COMPLI-A►NCE Permit Number. P20070750 Date Issued: Thursday, June 05, 2008 This is to certify that work requested to be done as shown by Permit Number P20070750 has been completed. Tax Map Number. 523400-296-018-0001-002-000-0000 Location: 53 QUAKER Rd Owner. CONROY REALTY LLC Applicant: REGAN & DENNY FUNERAL HOME This structure may be occupies b ftOY REALTY LLC Carport By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the (�Dj / t property owner of the responsibility for compliance with Site Plan, 4 Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070750 Application Number. A20070750 Tax Map No: 523400-296-018-0001-002-000-0000 Permission is hereby granted to: REGAN&DENNY FUNERAL HOME CONROY REALTY LLC For property located at: 53 QUAKER Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: CONROY REALTY LLC 1867 STATE St Carport $35,000.00 SCHNECTADY,NY 12304-0000 Total value $35,000.00 Contractor or Builders Name/Address Electrical Inspection Agency BENNETT CONTRACTING 462-6731 693 SO. PEARL ST ALBANY,NY 12202-0000 Plans &Specifications 2007-750 portico $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday,December 17, 2008 (If a longerperiod is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the n t7l December 17, 2007 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement %.....r �1. a.......... ........................................................0 f.......... ........... +OFFICE USE ONLY 0 11 l ( / � TAX MAP NO. PERMIT NO. JO 1 1 ' o FEES: PERMI RECREATION ENGINEERING ' (If applicable) , , 0.............I- _.._.._ ........_......_.................._.._....._..._..._.__.� �.....__._...__....._..... PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: e/'�s?�' '" %mac OWNER: ADDRESS: � r )� C> e �� f. ADDRESS: PHONE NOS. PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE:� 4=rr��r� PHONE: LOCATION OF PROPERTY: _ J-33 4'C�'L SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT a �-' APPLY TO YOUR z0 O U) U) � Fes-w PROJECT O ►- -j u- w a d = v z ¢ Q � d N0 OL � u- a = 06 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3)) OTHER P0r-1 W ,-eat jA�e� Gz '" IF COMMERCIAL ANkST RIAL-AME OF BUSINESS: ESTIMATED CONSTRUCTION COST: FUEL TYPE: HEAT TYPE: All# -HOW MANY/FIREPLACE(S): ��AND/OR WOODSTOVES(S): ZONING CATEGORY: /YlhL' ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? y �� f PROPOSED USE OF BUILDING OR ADDITION: =Imn�eys� *Please complete a separate Application for"Fuel Burning App lances vailable in our office B 3-LGL 11-05 w T4wown of Queensbury - Community Development Office - 742 Bay Road, Queensbury, NY 12804 v ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed �L.e. Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) ...................... Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: ;BUILDN ZONING APPROVAL 10 !L ; 01 o DATEF ; DATE QUESTIONS? CALL 761-8256 OR EMAIL codes(Mmueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Office Use Only www.gueensbury.net Operating Permit Issued: Yes �No Occupancy Type: Construction Classification: S-13 Assembly Occupancy Limit: Special Conditions: QTown of Queensburyj • Community Development Office • 742 Bay Road, Queensbury, NY 12804 r p Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re st a iv d: Queensbury Building&Code Enforcement Arrive: Depart: m 742 Bay Road, Queensbury,NY 12804 Inspector s Initia NAME: aL _ PERMI #: — LOCATION: _ DATE: In COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks _ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum _ Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s .ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handica ed Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Oka To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Commercial Final Inspection Report / P P O fice No.: (518) 761-8256 Date Inspection req st ceived: Queensbury Building&Code Enforcement Arrive: a m epart:�a� 742 Bay Road, Q' sbury,NY 12804 Inspectors Inrt NAME: PE #: 9 LOCATION: D E: C--A R27- COMMENTS: v Chimney/"B"Vent/Direct Vent Location Y N NA Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior!Exterior Guardrails 42 in. Platform/Decks �� Interior!Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required (Ple.,-5e- Exits At Grade Or Platform 36 (w)x 44"(1)/Cano or E uiv. � `� L ,r� Gas Valve Shut-off Exposed&Regulator 18" Above Grade X Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp- or Permanent C/O Okay To Issue C/C LABuilding&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc P. 01 ELECTRICAL INSPECTIONS DUPLICATE MUNICIPAL RECORD Pemit No, Owncr Occupant Town or City State Installation as itemized on Mvem side_hhas been visually inspected pm=n�t to applicable codes. +' InOlVed by ..,.-s�s s7/i Da ce /� —3cdG IatpeC.tor f MIDDLE DEPARTMENT IN... ON AGENCY.INC, I k ROUGH WIRING OUTLETS H.P.AIR CONDITIOWR _ j SWITCHES WIRING&CONTROLS FOR BURNER —1' RECEPTACLES H.P.PUMP FIXTURES K.W.OVEN AMP.SERVICE EQUIPMENT _ _ H.P.GARBAGE DISPCe>AL UNIT +' AMP.SERVICE CONDUCTORS _K._W.DISHWASHER I �K,W.SURFACE UNIT KW DRYER_ _ I K.W.RANGE AMP. RECEPTACLE I -- _ K.W.WATER HEATER FRAC.H.P.VENT FANS I MpTORSH.P. a +:iaiiio i:e Iro 4i IA to ue t +Ia s i s to to is ro �e �o a au �a tw MARK NUMBER I OF EACH SIZE APPARATUS — _ I "On O /0 -/.--Po) Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Ins ctir reIERMIT Queensbury Building&Code Enforcement Arrive: part: 742 Bay Road, Queensbury, NY 12804 Inspector's In' NAME: A f ('"7 LOCATION INSPECT ON: TYPE OF STRUCTURE: Y N NIA COMMENTS: Frami Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/ Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'h w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wail 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 518 inch'type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade L:\BuRdhg&Cods Forces-0LD\Bui1ding&CodesUnspedion Fomns\Fnwft Firestopping Inspection ReporLfte Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspectio i d: Queensbury Building&Code Enforcement Arrive: -�D epart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: ERMIT#: 7 . LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Monolithic Slab ITti Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM MIDDLE DEPARTMENT INSPECTION AGENCY, INC. VeW�that the electrical wiring to the electrical equipment listed below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: Regan & Denny Date: 06/05/2008 Occupant: Rear Entrance Location: 53 Quaker Rd. Occupancy: Non-Residential Queensbury, Warren Co. NY Applicant: � Bennett Contracting 693 South Pearl St. � Albany, NY 12170 t , Raymond A. Novak - a No. - 1414Q6 E Equipment: Va 1 -Switch; 2 - Receptacles, -Fixtures 4, Aa Tr ry m m. This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies only to the use,occupancy and above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a change in the use,occupancy or ownership inspection. No warranty is expressed or implied as to the mechanical safety,effi- of the property indicated above,this certificate shall be immediately null and void. ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions, be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department system to which this certificate applies be altered in any way,including but not limit- Inspection Agency, Inc. An application for inspection must be submitted to Middle ed to,the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc. to initiate the inspection and revalidation any of the components installed as of the above noted date,this certificate shall be process. A fee will be charged for this service. + r < r<uuo 1�-0u nits/tJ'1(:i19 ARCHITEX PAGE 02 114129/:40019 12:56 15194623991 BENNETT CONTRACTING PAGE 01/01 C G i v i i 70 I11 ! i 1 ' iz� =` � • ' Cl I i i L.Onrmuntxu Development Office Torun of Queensbury • 742 Bay Rd, Queeusbury, Nnv York •12804 PLOT PLAN Show all existing and proposed structures. Indicate the setbacks of all structures and buildings from all property lines. SIDE PROPERTY LINE TI-, _. i -�I ........r........ i,....... R..........q . ! i I ; , , t.......i, r .. .. ,......r........ ._ y} a............i..f�.l,.................. .. �1 .. I, ... .. ... ..Tom' _`V .... .y.... .. i � I V ' I : , ....... .... :. ... ..�`y .. ... ...._..... .... .. ..... W � I i i ;.. � � O Z , ^ -( J C r } ._ � H LI....... 1 1 s-- ----....... .............hl i. i �.. i r r �- I i rn O . Q i._...... .... ........... ....................j.........,........�.........,... .; .....: ._ r r i mw r .. _... .. .......Y. ,. p..... .. r. .. �. .....n .. .., q .. ... �...... .. .........� ..,.... [ ... ............... 6 ..i. 1 ... i I i o ....o. .. ..;_.....; .. ..-'_. ....., i i .. ... ...... .. .. .. ... .. .... ..,.. ..,. .. lk .:.................................... ... ......... h .. .... .. . .:. ... ..,.. . ry _ SIDE PROPERTY LINE 1 SQUARE = FT. Page 1 of 1 a ' v http://gby2svr/GIS/RPSI/T000039/52340029601800010020000000000l.JPG 12/12/2007 c;,.10"RNO.FIBER REINF.COLUMN W TUSCAN,,..CAP BASE AS MFTR.,BY TERMACAST' OR EQUAL'ON 28 x x6 16" DEEP POURED CONC.BASE ON-:9-AB/FROST WALL(Vlf.SOTT.�T&.EXrST I ........... I48o BELOW GRAbE)TYP.(3)LOCATIONS tF fVj t .........................CIE -LCONSTRUItTION.IJETiA tDas x 9 ARE INSTRUMENTS PECIFICATIONS OF SERVICE�NDSHALL REMAIN THE iIROPMTY.OF _ni�CONTRACTOR MALL FURNISH XLL LABOR AND MAERIALS REQUIRED TC�COMPLETE EXCAVATING.FILLING,13ACK-FILLINC�c,-T9V*Ro#rEcr wumvm THE PRDIP&Pm VICHIHEY An CRIIATED lS'tXWUTED OkNOT.'THESE DOCUMENTS ARE NOT TO,, CRADINGS REQUIRED OR tPtClPtED IIEREIN. EXIST,IAND li,PRE WASTE AND 013JECMONABLE MATTER.AND S NES NOT OVT*%'Cu.FT.;PLACE CHITECT 2. BACKFILLINO COVERED-PP AGREEMENT I AUTHORIZAMON OF THE AR USE CART T:FROM TO -ENTRY 1W AAED FOR ANY'bTflA OlgcT wrrnourvRffTEN' aACKFILL,IN UNIFORM HOR I IZONTAL LAYERS 12"DEEP AND PUDDLE,TAMP OR ROLL AS REQUIRED TO MAKE soub AND COMPACT DRY DENSITY of 95% P:FOOTINGSAND ITECITURA . .-- ,,, 7 �', ;, - _ ':,- .1.,, �:� r , ,,,". -I V) - z,- i I , AR -a , _ " '% ,� : ,", I .1 6"4011 SQ.FIBER REINF.3.�ALL POURED CONCRETE V0641).�TION WALLS SkALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 x POUNDS AT ItkSQUAREIN041 28DAYSWITHA-3v. '.SLUMP,ALL POURED CONCRETE S SS ALL HAVE A MINIMUM LAD H SLUMP.ALL,AGGREGATE SHALL FIE &P A BASE AS MFTR. BY IE s CL 8U`PiiVIit6N OF THE COMPRESSIVE STRENGTH OF 4,0M?bUNbS PER SQUARE IN04 AT29 DAYS WITH A,35 -8" Ll'-3 DAND 't,NFO ATION AND BELIERMEETIME REQUIREMENTS SET FORTH BY . I g lj'-4", 10'TO THE UNDEItSIONEDS JKNOWLEbb 'QUARRIEDCRUSHEDSTONE UNIFORMLY GRADED AND CONFORM TO AS.T.k W`PRbViDE STEEL TROWEL FINISHONALL 1,2M)AND THE ENERGY 13S. HB&G'PEkMACAST' OR EQUAL C04SMVATIONCO14STRUCTIONCODtOFNEW,YORKSTATEff DELNtRY_ I ' ' I '. ' , '4. ALL' E�HALLCONFORM TO THE CURRaTr REQUIREMOM OF T.M. EXCEPT AS Fb URROUNDfNG EXIST.4"S FTCTrirE PULY 3 20M) - ' - -, - IN -PROVIDE BROOM FINISH ON ALL EXTERIOR CONCRETE SLA x INTERKA CO, CREn SLABS' A4 5-60 LL)OWS:LIERMNATE W1114 AS,Tfjr�DuTIES OF THE ARCWItCTAND'HIS ENOLOYM 99 AGENT&SHAt�2 0 CONSTRUCTION F THE PROJECT,NOR X Z �ACT'(: THE OWNER OR M'CONTRACTOR UNLESS NOT ALL EXIST.STEEL-BEAM ORITY ED OTHERWISE I ,,OF Wdl�XNabRAWNOS�-'THEARtHnWt.ISN()t,nSPON�MLE FOR IN OP STl,_,COL; TYP.(2)LOCATIONS;WELDED WIRE FABRIC-A_S.T.MAlV'STRUCTURAL CONCRE TE��RS SH�U BE POURED FOR THEIR FULL bEi`iff _6NE ERATON,.,AtL CONSTRWTION 10C 6X JOINTS(I.E.DAYS POUR)S14ALL BE TO )N BEHALF01F PN �' '. '-MBERSF ATED IN THE MIDDLE THIRD QlF THE ME IST; <GRAVEL-ANY'OrTHEC T sKALL m F VEL 3 4 PoNsfatE POR or OMIS ARctMC, gl(:�4§(*TMCONTRACTOROAANY�StJI3-( CTOP d I.HE OF ALL fOOTNGSSH.,qLBF_AR`ON UNDISTURBED SOTLHAVING . BtAmo CAPACITY OF ONE(1)TON PLAN DETAtL,P/Al BELOW OR EMPLOYEES OR AdENTS,oR ANY OTHERPEkSONS PERFORMING ANY'O ',2000 N MRSQUARE FOOT., z_t GRA-WILL PROVlbE'PROPEXDp'M AND I!lACXFILlNA'MANNER k6SE I(JiN-THE W I ,� ,-�,;-,� -, '.! , - ;, I I CETHAT ArNAM AT ALL TIM.KEEP 7 EXCAA�EXCAVATIONS WATER AND IM Do NOT PLACE FRI MATERIAL ON MUDDY OR,FROZEN SUBGRADE SURFACES. Do Nar tWA"'FOR SAFETY 6N T' VREE PROM r HE JOBS!TE,li��--,-",----��',�,*"'nlA'TnWS�MPONS113ft= JNTFNDW'T0 BE AND TO REMAIN SOLELY If HOSE OF THE ENE -BACKFU AND COMPACT AGAINST HEARC"mCT_fS NOTRESPONS113LA FOR THt MEkl'a AND NkMIODS Or CONSTI(UCTIONNOR ION STRENGTH AND G FOUNDATION'OR RETAINING WALLS UNTIL CONCRM'HAS RE AC8E. D,DES PAL CONTRACTOR.'- "WALLS ARE PROPERIY BRACED BY SARE 1EMPORARY MEANS OR ADJACENT CONSTRUCTION.-It ARCHITECT IS NOT MP6NSlBI,I3 FOR 073TANN6 ANY BUILDING PERMITS AND/OkVARLkNCE APPROVALS FRAMINd LUMBER SHALL BE SPRUCE PINE FUR NO.-TOR NO.1 OR BETTER STRESS RATED (BASE DE V FOR S G SIGN ALuE rN LE 9. c EXIST.-SEND b >MEMBER USE) 975 PSI MINIMUM FOR ING(ft AND 70 PSI MTNDATfM FORSHEAR(ft ANDHAVE A MINIMUM MODULUS ------ Iom UNLESS NOTED OTVERWISE.�VAL UES An FOR SURFACED DRY LUMBERONL AT 19%MOISTURE CONTENT. DRYWELL C cy.....ELASTICITY OF IAM OFFTCE'AO.-NO SPLIT OR WARPED LUMBER WILL BEACCEPTABLE FOR ANYCONSTRUCTION PURPOSE,Ico Atl,-_A"UCBLE tCdES.CODE AMENDMENTS, XA2,/ COVERED PLANTER BE6 PM""4 ALL ORK b WITH I 1.ALL DIMENSIONS SHOWN ON DRAWINGS ARECTUAL STUD-STUD DIMENSIONS U.N.O. ORMTO ALL kAlLlk;SHALL CONF tobINO, UTN6_ HETOLLOWING: MY TAIMrMD'TOT AND AS P ENI co STANDARD SCMULE IN THE MANUXUlDF THE N.Y.$,BUILDING CONSTRUCTION CODE ER METAL CONNECTOR 10CAL ZOWN 0 OkVINANCES 'OMMENDAnONS. U-MANUPA&I'URM'REC A IPORTICO BUILDING ANDA)ft RESIDENTIAL CODE OF NEW YOkK'StAt. 12. NLESS OT1lrRWl 40'A�WINIZWS AND DOOR OPENINGS IN?40N�GABLE END LOAD-13FARING St NOTED,ALL El T.0 V) ca ONS SHALL HAVE(2).2"XjrHEADERS;ABOVE. 2 JqATIONAL 111,ECTRICCODE CONDM 3: Lu C co 14.uNuss OTHERWISE NOTED,PROVIDE MINIMUM(7)2 X 4(04)OR(2)2 X 6(4X6)BEARING POSTS A t)PERATION& E x Q rONSTRUCTm Z NAIONAL CTION A13.tNIXSS OTHERWISE NOTED,PROVIDE WPLYWOOD SPACERS,IN' ALL 2X HEADERS.INbi-iiV kOPE'0NTkACtOR-*SHALL:C0MPLY ATITITHE NYS�BU"lNG_ S O� LIC A P AtE RTY DURING 6T WELL WtEINIT TO ALL ROU014 PLANTER BED I WbE` AFETY CT k'SHALLEMC�A�IDMAINtAIN"U' '--i�ii66��LIAHTLrry REMOVE EXIST.DOOR THE RO WORKMANS COMPENSATION, OPENING HEADER I BEAM SPANS.,CONTRA 0 ES 'IS'PROVIDE SOLID WOODBLOCKNG(IN FLOOR�'BkbW ALL WOOD POSTS BEARING STUDS�CONTINUOUS TO TOP or PURPOS Of IIIMPkOXrTAMSHAU�'PURNTS]iPROC)FOF nit SANE TO FOUNDATION WALL OR BEAm STRUCTURE BELow. BEARIN 00 Ld A rNFILL OPENING TO BY_SjMpSoKST TIES.Af u-P01611'76 07 CONNENCINCY WORK It PROVIDE STRUCTURAL METAL CONNECTORS RONG ALL, G;BUTT OR fLUS H CONNECTIONS OF EXIST.MATCH ALIGN wl EXIST.4 ACH SU8bWrRACTOR8HAlLSU8MITAcorxOp His 'Mum, UBILITY, STRUCTURAL MEM13ERS INCLUDING,BUT NOT LIMITED TO THE FOLL)OWNG:JOIST.JOIST,JOIST 13EAK JOIST-LEDGER,RAFTERS ST. PARKING T_9HALL'SM*T LIEN MEASES FOR ALL REPLATED MATERIAL LABOR PRl lztD AT EXTERIOR.)to 114ttNERALCONtRACTOR(ANDMADE AYAnABIX VPON REQUE OTHt OWNER)PRIOR OR JOISTS,�LATE,BEAM-BEAM,BEAM-!POST,POST.-,PIER,POST-FOOTING,ETC.(GALVAN EXTERIOR WALL CON OR TO SIM OH 5 7777 CO EACH StIBCORMCTOO, SPACE-- ---—g A LY FASTENED TO THE BUILDING STRUCTURE USING_PA-19.,DOU131-.t�FLC)OR)OISTS'BELOW AALLELRUNNNOWALLS.g]E�QUEST , : � k-- -;, , " / 'i rc L 19.ALL ROOPOVERHANOS,EXTERIOR COLUMNS SHALL BE SECURE THE CORTRACTO S�WL ihSiTTliftTI,5lT6v'm'uiFV 0EiSiTN6, filbNS AND FMAWAIM HIMSELF WITH Ttm wtm4t o� uUkRICA:NV`TIE DOWN'CONNECTORS BYSIMPSON$TRON0 TIE'AT EACH RAFTER OR JOIST-PLATE BEARING CONNECTION TO'PREVENT'VPLIFT OR MOVE MENT DUE TO WIND LOADS.'BETVMTN THE DRAWINGS AND"M8 EXISTING tONDITIONS MUST BE REPORTED TO THE.Of bONSTRUC'11614�IM CONTRACTOR MALL`INCLUDE IN HIS WORK THE EFFECT OF ALL 1W RND.FIBER RErNF.�COMP.20.ALL EXI'OS'ED MATERIALS FOR POPCHE 13E APPROVED EXTERIOR GRADE.',kRChfttCtOR0WNEtPRlOR-TO$TAA S.SOFFITS,OVE sm G CbN�oittbm wl TUSCAN CAP BASE AS RESISTANT FLASHING AT THE TOP AND ALL SIDES OFALL MERIOR WINDOWS,SKYLIGHTS AND ICOL....... -R.BY'PERMACAST' OR EQUAL V DIMENSIONSAND1,6§ ii 1014S PRIOR' 2 L PROVIDE CORROSION C&4ltA0Ok Al ALL tUfibM�CWi§5044 APPLICABLE DOOR)'bMV SYSTEMS.. ..... L ., r - MFI OF WORK, EXIST. ;oT.ETRAVONS BE EALED -22.ALL EXTERIOR BUIL RFPORTT0 THEACHITECT FOR RESOUM014 PRIOR TO COMMENCEMENT ANY DING PEN SHALL S AiqD LEAKPROOF. ON 16*SQ.x 12- DEEP POURED 15IStkPANtTS Olt ON&ISSIONS wmai wom INTERRV_WITH Tit SATISPA&ORY COMPLETION'Of THEORK�:WNTRACTOR-RESPIONSIBLEF V C110N. CONC. BASE ON IBN DIA. POVREI V-6" 8w bk' ERIOC.�TIONOFALLtilMENSIONSPRIMTO C014STP [8-M GrNtM COgrkA&OR tHkl:NOTIFI�THE A*CtTttl`&ANY�M�RORS�_0&fISSiQNS,t0NFLlCt OR AMBIGUITTE9 IN"'AND CONC.PIER; TYP.(2)LOCATIONS TO PR66 WITH THAT PORTION OF THE WORK IF SUCH 14 TjM PLANS DRAWINGS&D SPECIFICATIONS RRIOR DIMENSIONS FOR IaETWm I LfLECTRICAL WORK, MATERIALS AND MET14ODS OF MTALLATiON SHALL BE IN STRICT CONFORMANCE WITH THE Nonct IS*�OT I'LMNISHM TO TM ARCHn-ECT,THE CONTRACTORHALLITIE DEEMED TO HAVE'INSPECTEb THE PLANS, 1.AL 4'-0fl-ELECTRIC CODE(N.E.C.),P EQUIREMENTS OF THE BUILDING AND/OR RESIDENTIAL CODE OF NEW YORK STATE,THE NATIONAL DASHED LINE OF EXIST. EAST SIDE PLANTER bRAWINGSA�SPWFICATIONS ANDAS VO"THEM IN PROPER FOR REGULATIONS OF SAME OPP. HAND-EACH CONTRACTOkANDSUSCOI�I`RACTOR SUALLHE WPON�S ET SITE oukM TmE NTA.,THE FIRE INSURANCE RATING ORGANIZATION HAVING JURISDICTION,,A LI)XAL CODES AND ANY ALL NEW ROOF OVERHANG ABOVE 01 flift FOR MAINTAINING SA Y ON THE JOB L BEAR THE LA13EL OR APPROVAL OF T14E'UNDERWRITERS—'PHASE TO COMPLY,'WITH THE AtG REQUIREMENTS OPO.S.H.A.-IMSEALL ,iNcuim,BuTN6T.i3t -THE LOCAL UTILITY COMPANY.-ALLMATERIALS AND EQUIPMENT SHA 4- ULkTms ECURE-pie"TO, ftOVtDM FOP,AI)EQUATE'&'PkbPER'13RAM"6,SAFETY RAMOS,SARRICADIMGUARDS, LABORATORIES INC.UNDERWRITERS CERTIFICATION SHALL BE DELIVERED TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK,FOOTNOS FOR TEMPORARY'SCAFFOLDING ORStAfRs-WARN!NOLfdHT`S&SIGNS..ALL W 'ALL MATERIALS IN ACCORDANCE WITH 2.THE CONTRACT6RSHALL-VERIFY THE simm)DETERMINE IF THrr3usnNrj ELECTRICAL SERVICE WILL BE ADEQUATE FOR N.81Y�ROVIDE ALL,M&MALS,PERFORM ORK AND INSTALL 10 CONTRACTOR,SHALL THE CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF L J AINS AND EX]MMG LOADS COMBINED. IF SERVIC,IS NOTADEQUATE,10,00D sU�JDARD PRACTICE,CONTRACTOR ISIESPONtIBLEfOR INFORMATION T14ATPERT . SOLELY TO THE INCREASING THE ELECTRICL,SERVICE ACCORDINGLY.'OR,TO THE t P,ABRICATION PROCESS ECf4mQuEsFCoNsTpUcTjoN AND vo cooRDNATfoNbF TIE,WORK OF ALL TRADES. 4.'THE ELECTRICAL CONTRACTOR SHALL,IF APPLJCABLI�,VERIFY BEFORE'CONStRUCTION THE SPACE RrQuiRED FOR NEW METER ESUBMTtEb TOM ARCHITECT IN WRITING&DETAIL FORM ANY.ikVIATIONS FROM ttM ARCHITECTSDOCUNIENTS MUST z INSTALLATION AND/OR RELOCATION AND SHALL NOTIFY THE GENERAL CONTRA 0 A 0 CT R ND WNER OF ANY PROBLEMS OR�;Fbk APPRUV&I:PPJOR TO COM[MENCEMENT tC0NTINUAT!ON:OFWORY- REQLJIRED�CHANOES. TEW z As�Afcim4o,l3LoClWOljlM ECTRICAL C ttd.,�§HXLL'�t iIERibft�IED AS R�QUfRtD TO MAKE THE WORK EL ONTRACTOR SHALL UTILIZE EXISTING POWER CIRCUITS WIRING&C64DOT AS REQUIRED TO COMPLETE N INSTALLATION.-ANY I ALL EXCESS CIRCUITS AND I OR AIRING MADE SPARE BY DEMOLMON SHALL BE REUSED OR DISCONNEC MO NOT,WHETHER SHOWN OKNOTEDONTHEPOCUM[ENTSOR ANDNOTVDAS SPARVAT PANEL PkOVID WIRING AS REQUIRED FOR COMPLETE INSTALL.ATION.ALL NEw CONSTRUED AS RELIEVING THE tONRACToR FROM HE EXECUTION OF ALL WORKIN' E ANY I ALL ADDITIONAL FIRST FLOOR PLAN @ BACK (NORTH SIDE) ENTRY 14,wb-�6iiOR LACK THEREOF SHALL BE WIRINaSHALL BE CONNECTED TO NEW AND/OP'MSTINO PANEL(S)VIA CRAWL SPACE(S),WALL CAVITIES AND CEILING I ATTIC 0 AcbORIJANCE-MITH ALL STATE ANDM LOCAL CODES. SPACE(S).PROVIDE NEW PULL BOXES ALONG NEW&EXISTING RUNS AS REQUIRED.CAP ALL REMAINING UNUSED CONDUIT IN 5_,VONTRACTM. HALL AfE;�CUAN =1 -011 ORDERL'� FO MAINTAIN THE SITE INA S FASHION R THE DURATION OF THE PLACE OR REMOVE BACK TO PANELl ALLNEWCIRCUIT BREAKERS 13EM RE-WIRED TO THE EXISTING PAmam SHALUBE CLEARLY 1/4 z_C0N,-§lRUCTfON PERIOD.ALL MATERIAL(CONCRETE�F"WOOD,ETC.j ANDCON ST RUCTION DtBkIS'TO BE REMOVEDSH ALL 13E <-,,.��ptxm(W,r�LtUIML'�ATAU(iALOFPSrMWASTEFACILITY.�'-� .� (ROLABELED., 0 z 6' CONTRA SHALLH TM-OWNERHARMLESS-,AGAWT ANY AND ALL CLAIMS ARISING FROM WORK DONE BY THE 6.PROVIDE G.F.I.PROTECTED OUTLETS AT ALL'WErREASAS PER CODE- 0 u 0 I Tm QTOR' OLD, XTERIOR LIGHTING FIXTURE TYPESISTYLES SHALL BE AS SELECTED BY OWNER. CONTRACTORTO 7.ALL NEW INTERIOR AND F CONTRACTOR OK S TO COORD EM TING BE REMOVEDIRELOCATED. Un INATE WITH OWNER FOR IOCATIONSNUNIBER OF All,NEW FIXTURES ANDIOR, 00 ALL NEW S.CONTRACTOR TO COORDINATE WITH OWNER FOP,TYPr_sa=&TioNs OF ALL NEW SWITCHES/OtTTLETS ETC,,INSTALLATIONS MUSTMEET MIMMW CODE XEQUIREWNTS.I 'lt Im TO R : ft-(ibROI�IZORSPtMC,DEMOlftlONLDCA'nONS/NMTS. 0 IBE AtMOVED ANDIOR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS,THE WI#Mtf-*'rfNlrj.WALLS'AP.ESHO'A'NTO I ,u"CONTRA BRACTAUPPORT ROOF,CEILINGS ANDIOR WALLS PRIOR TO REMOVAL Of EXISTING WALLS,CmfNG JOISTS CT6R.SHAII, UNTIL NEW HEADERS OR BEAMS ARE INSTALLED AS SPECIFIED,- z AND ROOF RAffERS AND MAINTAIN SUCH CONDITIONS) nvE TI-tF-,GENEPA�,,CCikTRAtMRtSR,rS'PONSn3,LEFOP,,MANT,ATMGTHF STRLJCTURAL TNTEGRTTYOF THE PROJECT AT ALL, S.ANY,DISCREPANCIES RELATED TO THE DRAWINGS WITH THE ACTIJAL STRUCTURAL CO�NDITIONS THAT EXIST SHALL BE kRO&Etr PRIOR�7(5 COMMENCEMENT OR CONTINUATION Of WORK.To M^9mwo— lK AND WINGS AND VERIFY Ix MIRATEC TRIM�fiALLifkKE LAYOUT ALL*4K'XS SHOWN 6413k,k ALL GIVEN DATAPRTOR TO I TPIUC OVER 2x BLKG.-nbN 9S tMECTED M lifEi�ONTRACTORSHALL0NU5SS EXIST.WALL OnItRAISE BY'THE 6Wkibi)INCLUDE IN VS41ER WORK"OVAL OF SAID x lHE AREAOrWoRKANDTRANSPlANTNO OF,SAME'tOLOCATION(S)AS REQUIRED AND DIRECTED HRUBS ANDREES Wl'THIN CONC. BASE BELOW NNM -(INCLUDING LAWN AND ERI _AMGEMtNT-IN MINIMIZING DAMAGE TO EXISTI�d AREAS THECONTRACT RSHAUL SHRIJBS�,.AREAS DAMAGED DURING THE CONSTRUCTION WORK SHALL BE RESTORED TO ORIGINAL CONDITION. 2x BLKG. NAILER.'ALL-EARTH/GRASs SURFACES DAMAGED ORDISTMED DURING THE COURSE OF CONSTRUCTION SHALL BE RESTORED TO ORIGINAL COMMOMW MAY,INCLUDE NEW,BACKFILJ,TOPSOIL AND R&SEEDING WITH FERTILtZERAS PM CONTRACT ORK r-r ETE OL.SLAB TO PEMAIN EXIST.CONCR EXIST.STL TUBE C opy, XlSt STEEL 6"xlC"SQ.FIBER E .AM To REMAIN REINF.ENGAGED COL.EXIST.tI _d EXIST.CEILING,&sHeb ROOF STRUCTURE ABOVE ——— ———— compl.TO BE REMOVED Now ycelt U PLAN DETAEL @ ENGAGED COLUMN EXIST. GT WELL 0.Z ood=1 -0" .T. O�O z PIPE,TO,PEMArN NN Of I 3/4 akjeF 0 LT PAVING To\ C EXIST.ASP14A G U 0.j TO BE REMOVED TO , Bu _01N ACCOMMObAl`E Is,!EV CONST. ed 0 E�EXIST.TIMBER FRAME v PLANTER TOSE REMOVED T.DOOR FRAME EXIS TO BE REMOVED I —— ———————————-- —————IL CLIMATIC and GEOGRAP141C DESIGN'CRITERIA rCE-SHIELD EXIST.'STM,BEAM,COLUMNS AND FLOO YMENT SU13n-CTTO DAMAGE FROM UN�)ERLA z PIERS TO BE REMOVED GROVNb WIND SEISMIC WINTER DESIGN REQVrk CONCRETE DESIGN ED SNOWLOAO SPEED MOST"UNt AY TEMPERATURE CATEGORY WEA DEC u THERING TERMIES DEPTH SLIGHT to 90 MPH c E SEVER 48" MOD.to HEAW, WARREN-.(-10) YES O u MOD.USE OF ARCHITEC74S DOCUMENTS DRAWNG IT 'AN @ B A,z K (NORTH SH)E) ENTRY DEMOL ION PL UCTION CONCEPTS,THESE DOCUMENTS(DESIGN&CONSTR DRAWINGS AND SPECIFICATIONS)PREPARED-011 BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELYVITH RESPECT TO THIS PROJECT,AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THE ARCHITECTSHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDTNG THE COPYRIGHT(S).THE OWNER SMALL NOT REUSE OR PERMIT THE REUSE OF THESE DOdUMENTS,INCLUDINGNY DESIGN a CONSTRUCTION E -101JT TjjE:WRr1TEN.DEVELOPMENT,CHANGES OR ALTERATIONS TO TH SE DOCUMENTS,WM N 0 i2c C ON OF THE ARCHITECT. 114OVEMBER'16, 2007 tACKNOWLEDGEMENT AND AUT14ORIZATI _j III `77 10 2x12 RP 16"OC wl 2X6 CJ @ 16"Oc 2x8 RR OVEPFRAMING 0 16*OC" EXIST.WOOD F DECK 5 ll� 242 RIDGE 81). TRUSSES POO F F VINYL BEADED CL6. _j Li I I p BEA DR)VINYL CLG. BOTT.EXIST. SIL. BEAM 8'-10- (T.O.(5)2)cl2 BEAM) EXIST.STEEL TUBE BEAM (MAP w I x MIRATEC TRIM) TYPICAL SLOPED ROOF CONSTRUeTION: 100 PNO.COLUMN 30 YR.COMPOSITE FG/ASPHALT ROOFING SHINGLE OVER SO#' (A)Px8 PLATE$ON 2x4.COLLAR TIES 16"OC BEYOND& BEHIND FELT PAPER OVER 5/8" 'ADVANT�CH' DECK SHEATHING OVER', (5)242 BEAM'wl 242 RooF RAFTERS @ 16"O.C'PROVIDE 'ICE&WATER SHIELD' - 12 BELOW 242 RIDGE BOARD Ix MIRATEC TRIM UNDtRLAYMENT AT VALLEYS AND EAVES W TYP. SLOPED ROOF CONST. W RIGHT a EA2) la TYP.EAVE CONST. T.O.(4)2x8 PLATES 12 6-------------- 9'-4" TYPICAL EAVE CONSTRUCTION 10 1/2" SE -PREFIN.ALUM. bRIP EDGE CTION DETAIL BEADED VINYL CL6. N BOTT. BE OH ix mrRATEC TRIM OVER(5) OVER 2x6 CJ 16 OC AM -PREFIN. ALUM.TRIM w/SHADOW LINE TO ATES ---\\-T.O.—COLUM— -Off 242 BEAM wl(4)2x8 PL 1/2 1 @ PORTICO EXIST. BEAM MATCH ALIGN w/EXIST.OVER Zx FASCIA 9D." OH T-10 3/4" 1 10 1/2" FIT DASHED LINE OF BOTT.1 -CONT.VENTEDALUM.OR VIN) -SOF E ST.STEEL TUBE )a BEAM BEYOND 10 LATES mp 4srr T.O.RETAINING WALL COLUMNS V-811 BEADED VrNY`L CEILING BEYOND __\±0TT.5-n-BEAM-/T.O.'(5)2x12 AM BEHIND OVER 2x6 C e 16"OC 81 T.O.CONCRETE BASE Ix3 MIPATEC TRIM BD: ALIGN BOT.wl PLANTER BED V-9 EXIST.WOOD TRUSSES ROOF DECK M I T.O.COLUMN SOT .REA DRY WELL 0 -W(6 ABOVE EXIST.COW.SLAB) TRIM BOARD @ EXIST. BEAM BEYOND -10 3/,r (4)2x8 PLATES ON(5)2x12 BEAM: TYPICAL SLOPED ROOF CONST 8"LANDSCAPE BLOCK WRAP wl Ix MIRATEC TRIM BOARDS TYP.PIER CONST.__ RETAINING WALL ON Ix6 OVER IxI2 MIRATEC.TRrM BOARDS EXTEND TRUSSES wl 2x8 SISTEPED RAFTERS GRAVEL RED(EA.SIDE) TO MATCH ALIGN wl ADJACENT OVERHANG 2'-V 9H TO ALIGN z TYP.EAVE CONST' wl EXIST OVER 2x4 SOFFIT z JOISTS @ 24" OC BUILDING SECTION BEADED VrNYL CLG. EXIST.STEEL TVSE BEAM -0 1/4 @ COVERED ENTRY PORTICO (Vv%AP w/ Ix MrRATEC TRIM) z 'Z T.0,COLUMN BOTT.SOFFIT U IV DIA. FIBER REINF.COMP.COLUMN, W1 e. 7'-10 3/4'(TO MATCH ENT'RY PORTICO) 'BOX-OU*r' SOFFIT wl 2x TUSCAN CAP,&BASE AS MANUF FRAmrN& 16"OC TO By H8&&'PEMACAST' Ok EQUAL, -BEARING MATCH&ALIGN wl NEW LOAD CAPACITY 14,WO# 1 1 0 . 10"RNO.COLUMN, ENTRY PORTICO U BEYOND a BEHIND (WRAP w/Ix MIRATEC TRIM) .f4 co z T.O.CONCRETE BASE ui SECTION'DETAIL FINISH G"DE A T.O. rc EXIST.CONC.SLAB k 1/2 =11-011 @ SOFFIT & OVERHANG 16'Sx 12" DEEP POURED CONC.BASE (CHAMFM CORNERS At SHOWN)ON 1'8"�DIA.POURED CONC PIER EXIST.ROOF VALLEY FLASHING AFRAmrNG 16"OC BLIND WALL FLASHING DRIP PP OVE CAP OVER Ix MIRAT .7/16"OS8 SHEATHING VALLEY 11' EXP. FIBER-CEMENT' SIDING OVER 'TYVEK' Ps EXIST.ROOF BEYOND 'EC TRIM HOMEWRAP BARRIE I R I OVER OVER 2x4 STUD WALL FRAMING 24"OC FLASHING NEW FASCIA /-SOFFIT OVERHANG CONSTRUCTION 12 ALUM.FASCIA SOFFIT Z. TO MATCH EXIST.A 30 YR.COMP.FG/ASPHALT MATCH EXIST. T 0 r OFTNG SI Ro WkE VALLEY FLASHING -Z -0 z 0 DASHED LINE OF EXI DOOR BEYOND TO BE DOWNMIM: ::�SOMT TO MATCH REMOVED; rNFILL w/FACE 1 -0 REAM SOFFIT BRICK TO MATCH EXISt 'T 7 3/4 �2 __7 L ENTRY POR TICO OUTLINE OF T--Tm EXIST.BLDG. 7- -T-L 7-T A IN I CK*ED BEYOND 9 9 PLANTER RED PLANTER RED u S USE OF ARCHTUMCrS DbCVMEW PAR LL LEFT SIDE (WE ST) BACK (NORTH) ELEVATION' TIA' ELEVATION THESE DOCUMENTS(DESIGN CONSTALUCTION CIONCEPTS,'DRAWNGS AND SPECIFICATIONS)PREPARED 1 -0 PROJE wrm RESPECT TO MIS CTI 1/4 1/4 BY THE ARCHITECT ARE INSIIW�MENTS OF SERVICE FOR'USE SOLELY IN ALL COMMON'6 AND SlIALL REMAIN THE PROPERTY OF TH[E ARCHITECT.ME ARCHMCT SMLL RETA (S)r THE OWNER SHALL LAW,STATUTOPY Alr�M OTHER RESERVED RIGHTS INCLUDING'THE COPYRIGHT AW DESIGN&�COVSTRUJMON NOT REUSE OR PERMIT THE Rtbst or TfltSE DOCUMtNTS,INCLUDIN ' 0 EN DEVELOPMENT,CHANGES OR ALTMATIONS TO THESE ITM W"RnT IZATION 017 THE ARWTE ACKNOWLEDGEMENT ANT)AUT14OR R16