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HomeMy WebLinkAbout33479-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33260 ~te: 09/11/08 T~IS CERTIFIES that the buildin§ ADDITIONS Location of Property: 600 GROVE RD (HOUSE NO.) (STREET) County Tax ~ap No. 473889 Section 51 Block 6 Subdivision Filed ~ap No. Lot No. SOUTHOLD Lot 25 ( HAMLET ) conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 19, 2007 pursuant to which Building Permit No. 33479-Z dated OCTOBER 19, 2007 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is DECK AND COVERED FRONT ENTRY ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to AMELIA p M~_NCINI & ANO. (OWNER) of the aforesaid building. SUFFOI.~ COUNTY DEPAR~I~ENT OF HEALTH APPRO~L~L ELEt-rKICAL CERTIFICATE NO. PLUMBERS u~TIFICATION DA-r~U N/A N/A N/A ~t/o r '/S i~a t u r e Rev. 1/81 TOWN OF SOUTHOLD BUILDING DEPARTMENT 765-1802 APPLICATION FOR Thts apphcanon must be filled m by typewriter or tnk and submitted to the Building Depart .... A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, iudustrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer respousible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-cmfforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all proper~y lines, stceets, building and unnsual natural or topographic features. 2. A properly completed application aud consent to respect sigmed by the apphcant. If a Cellificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees Certificate of Occupancy - New dwelling $25.00, Additious to dwelling .$25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessoc~ bnilding $25.00, Additions to acccssory building $25.00, Businesses $50.00. 2 Certificate of Occnpaucy on Pre-existing Building - $10000 3. (opy of Ceilificate of Occupancy- $.25 4 Updated Certificate of Occupancy - $50.00 5. Temporm y Cm~ificate of Occupancy - Residential $15.00, Connncmial $15.00 Date. New Constm,cfion: Old or Pre-existi~3uilding: ~ (check one) LocationofProperty: ~90 ~/"~OV~,.~F /C--O,q-Z~., ~~ House No. Street Hamlet Suffolk C6unty Tax Map No 1000, Section _ Subdivisioa Health Dept. Approval: Date of Permit. Block Filed Map. Applicaut: Underwriters Appmval: Planning Board Approval: Lot: Request for: Temporary Certificate Fee Submitted: * Final Certificate: (check one) Applicant Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33479 Z Date OCTOBER 19, 2007 Permission is hereby granted to: for : AMELIA P MANCINI 233 LEXINGTON AVE WEST HEMPSTEAD,NY 11552 CONSTRUCTION OF DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEE APPROVAL at premises located at 600 GROVE RD SOUTHOLD County Tax ~ap No. 473889 Section 051 Block 0006 Lot No. 025 pursuant to application dated SEPTEMBER 19, 2007 and approved by the Building Inspector to expire on APRIL 19, 2009. Fee $ 200.00 ~/'~e / ~ //~ ~ ORIGINAL Rev. 5/8/02 James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town H~l 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0356C Date August 22, 2008 THIS CERTIFIES that the addition to the existing deck, new front stoop and 24" canopy over the front stoop. At 600 Grove Rd., Sonthold Suffolk County Tax Map #51-6-25 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 9/21/07 pursuant to which Trustees Wetland Permit #6734A Dated 10/3/07 was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the addition to the existing deck, new front stoop and 24" canopy over the front stoop. The certificate is issued to AMELIA MANCINI owner of the aforesaid property. Authorized Signature TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ] ROUGH PLBG. [ ] INS~.IL--ATION [/,~NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REM~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 //INSPECTION [//~ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS~~./~.~[ ] FIRE RESI .STANT CONST~ UCTION [ ~~FIRE R~NT PENETRATION INSPECTOR,S_~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 //INSPECTION [~/] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE ~ INSPECTOR FIELD INSPECTION REPORT [ D4TE [ ,-- COMMENTS ..................................... ROUGH F~G & PLUMB~G ~SULATION PER N.Y. - - STATE ENERGY CODE fl/~1, ~ ~ ~ c~_ Y' '~ /1~ ~d ~_ N 57'56'00"E ~ R/r w[u.s NORTH ROAD (COUNTY ROAD FRANK 100.00' CESSPOOLS O ~ ~ / S )O'W I00.00' / I SURVEY OF DESCRIBED PROPERTY SITUAT~ ARSHAMOMAQU£, TOWN OF SOUTHOLD SUFFOLK COUN'Pt', N,¥. NOTE;: ELEVATIONS SHOWN HEREON ARE IN 1929 NGVD, GUARANTF_.ED TO: AMELIA P. MANCINI ~ ANN MARIE VER PAULT SURVEYED FOR: AMELIA P. MANCINI ANN MARIE VER PAULT SURVEYED: 7 OCTOBER 2004 SCALE l'= 20' AREA ~ 11,250 S.F. OR 0.258 ACRES SURVE-'YE.D BY STANLE.Y J. ISAKSE'N, JR. P.O. BOX 2g'~ NEW S(~FFOLK. N.Y. t 1956 ,./NYS l.ic. F~b. 4.9273 04R135; FOR~ER OWNER OF $OUTHOLD I~OPERTY RECORD CARD ,ES. LAND SEAS. VL. FARM VII_LAGE LOT DISTRICT SUB. ACREAGE , ' _/ TYPE OF BUILDING IMP. TOTAL COMM. IND. CB. MISC. DATE REMARKS Est. Mkt. Value NEW NORA4AL BELOW Farm Acre · Value Per Acre Tillable I Tillable 2 Tillable 3 Woodland Swampland 3rushland -louse Plot Total · i~ ,/o, ABOVE Value ~/~/-~1 t.-,~/ ~_.~,r ~1'1 I0 r'Tr-~Erl '~ /~.~(.'~'-"(-~ 3/q~ ~ C. FRONTAGE ON WATER FRONTAGE ON ROAD BULKHEAD DOCK 0P*~q 4. Bldg. xtension / xtensi°n, xtension~J,i J Fire Place ~,[~ Heat ~j Porch Roo~ 1st Flor reezeway Patio Rooms 2nd Floor iarage j Drivewa~ Dormer ! James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 6734A Date of Receipt of Application: September 21, 2007 Applicant: Amelia Mancini SCTM#: 51-6-25 Project Location: 600 Grove Rd., Southold Date of Resolution/Issuance: October 3, 2007 Date of Expiration: October 3, 2009 Reviewed by: Board of Trustees Project Description: To construct an addition to the existing deck, replace the existing front stoop, and add a 24" canopy over the front stoop. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey received on September 21, 2007. Conditions: The installation of a drywell with the capacity to contain the roof run- off from a 2"~rainfall. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a deteCmination from any other agency. Jame F.~King, P re sC~iid~ Board of Trustees Board Of $outhold 'Town Trustees SOUTHOLD, NEW YORK ISSUED TO ~ELIA P. ~¢T~T ....................... Pursuant 1o t~ provisions of Chapter 615 of ~e ~ws of the Sfa~ of Hew York, 1893; and ~apter ~ of the ~ of ~he State of New York 19S2; and the Soufhold Town Ordinance en- titled ."RE~U~TIN~ AND ~EP~CIN~ OF OBSTRUC~HS IH AND ON TOWN WATERS AND PUBLIC ~NDS and ~ REMOVAL OF SAND, GRAVEL' OR OTHER MATERIALLF~OM ~NDS UNDER TOWN WA~RS;[L and in acc~dan~ with 'the Resol~ion of ~e Board adopted at ~ meeting held oe ..~5~.~.~,~....~.005 · ............ end in consideration of the sum of $ ..2~q.:.~0 ..... paid by of ..................... ~.~Y~.~ ..................................... N. Y. and ,ubiect to the Terms and ~ndifions listed on the revere *lde her~f, of Souihold Town Trines authorizes ~nd permi~ the following: Ne~[and ~e~m~ ~o co~s~uc~ a E~s~ a~d second E[oo~ ~dd~o~ conditions oE haybaZes a~d d~e[ls a~d aZ~ as depicted on aljin accordance wHfi ~e ~eta~ s~'~ations as pre~nfea m ~e ~glnMing IN WITN~S WHERE', ~e smd Board 0f Trustees ~re- by ~u~s its ~r~rMe Seal fe be ,~xed, an~ ~ese ~[esenh fo be subdued by ~'mej~ of the sa~d ~ard as of th~s date. Ken Poliwoda DATE: ....a.~gU.~J: ...g/t.a... 2005 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOW .AL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. ~ t q q~;~ BUILDiNG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Examined / ,20 ~'* Contact: Approved ,20 ,~ Mail to:  Phone: Expiration ,20 ~nspector ' ~ '~ -~ ~ ]: , APPLICATION FOR BUILDING PE~IT . ~ ~~ ':L~. Date ~ ~ ,200~ '~ , ~ ~STRUCTIONS ~~ST be ComPletely filled in by ~ewfiter or in i~ and sub~tted to the Bulldog ~spector with 4 sets of plans, acetate plot plan to scale, Fee accor~ng to schedule. b. Plot pl~ showing location of lot and of buil~ngs on pr~ses, relations~p m adjoimg presses or public stre~s or c. The work covered by this application ~y not be co~enced before issu~ce of Building Prat. d. Upon approval of tbs applicmion, the Building hspector will issue a Building Pemt to the applic~t. Such a prat shall be kept on the presses available for inspection t~ou~om the work. e. No buil~ng s~ll be occupied or used ~ whole or ~ p~ for ~y p~ose what so ever ~til the Buil~ng ~spector issues a Certificate of Occup~cy. f. Eve~ building pemt shall expire if the work authorized ~s not co~enced withn 12 mont~ a~er ~e date of iss~ce or ~s not been completed wi~n 18 months ~om such date. ~no zo~ng mendments or o~er re~lations affecting the prope~y have been ~acted in ~e ~te~ ~e B~ld~g ~spector may authorize, ~ writing, the extension of~e p~t for addition six months. Therea~, a new pe~it shall be required. ~PLICATION IS HE,BY M~E to the Build~g D~ment for the issu~ce of a Buil~g Pe~t p~su~t to the Building Zbne Ordin~ce of the Tow6 of So~old, Suffolk Co~ty, New York, ~d other applicable Laws, Ord~ces or Re~lations, for the construction of buildings, ad~tio~, or akemtions or for rmoval or demolition as h~ein described. The applic~t a~ees to comply wi~applicable laws, ordinances, b~l~ng code, housing code, ~d re~lations, ~d to a~t authorized inspectors on p~e&~d in building for necess~ insp~tions. ~ ~ .?? / ~ ' ~ (Signa~e of applic=t o~ name, if a co~orafion) x. :~ ~. ¢" ./'5(: '-; ' (M~l~gaddressofappl~c~t) ' ' ' Stat~ bui!d~ Nameofownerofpremises -/~'4E[-IA. r- ['4,a, NalM ~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: (~oo (.,-RovE. pp, House Number Street Hamlet County Tax Map No. 1000 Section Subdivision .~.r~ 14 A ~4o/4/~ ~ u ~- (Name) Block ,,,,¢ ~,.. 1~,~?~.~ ~[~ot (D 7_. ¢ Filed Ma~)' _,t~8!0 .~'- Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy o~. - F~,~L'f x>w~ LIpide., · b. Intended use and occupancy o~..- FA.~L'-( 3. Nature ofwork (check which applicable): New Building. Addition X Alteration Repair Removal Demolition Other Work Estimated Cost If dwelling, number of dwelling units If garage, number of cars Fee (Descriptipn) (To be paid on filing this application) Number of dwelling units on each floor N/pk 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t4/A 7. Dimensions of existing structures, if any: Front Rear Depth HoL ht 1~1-/- " ~- 'g .:, w - Number of Stories 1 Dimensions of same structure with alterations o,r add, itions: Front ~2(o ,~/ 5~1 Depth 7..~ L. ~,, Height Z.~o - ~, ' &- Number of Stories 8. Dimensions of entire new construction: Front Rear 3 ~- t 4- Depth Height ~(~'- (,,"*, Number of Stories "Z-~o .~-t.. 9. Size oflot: Front II'Z-.t~O ~ Rear ·-v · ,-- ' 10. DateofPurchase PE~(... G/[9 ~NameofFonner Owner 11. Zone or use district in which premises are situated Depth IOO ET- L] LL IA~,,~, I~ EAL ot, J 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO2>(' 13. Will lot be re-graded? YES__ NOX Will excess fill be removed from premises? YES NO 14. NamesofOwnerofpremises .... ' Address ~-,'%/~ z rhoneNo. ~;'16, 2q)'Z ~IL~ Name of Contractor Address ¢~r~/'~r~ t~a~t~l~h.~ne No. 15 a. Is this property within 100 feet of a tidal wetland or a ff~f,~a~water wetland? ES~/~_~NO . * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C~KI~q~S MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland][* YES.__~__ NO )( * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) ss: COUNTY OF ~-t(Ct~t .lO- ~}'l~.!,a~ ¢ }'~FlO~d, being duly swom, deposes and says that (s)he is the applican~ (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this hpplication; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will!be performed in the manner set forth in the application filed therewith. Sworn to before me this Notary l~ub']~ / 20 eft Signature of Applicant m he · erpault 600 GROVE ROAD SOUTHOLD L.I. , NY 1 1971 NEW D K ADDITION and FRONT ENTRY CANOPY ABBREVIATIONS A,C.T. ACOUSTIC CEILING TILE MANUF. . MANUFACTURER ADJ, ADJACENT/ADJUSTABLE MAX, MAXIMUM A,F.F. ABOVE FINISHED FLOOR MECH. MECHANICAL BLK. BLOCK MIN. MINIMUM BLK'G. BLOCKING MTD. MOUNTED ~ CENTER LINE MTL. METAL LG. CEILING N.I.C. NOT IN CONTRACT COL, COLUMN N.T.S. NOT TO SCALE CONSTR. CONSTRUCTION O.C. ON CENTER CONT,' CONTINUOUS OPP. OPPOSITE C.T, CERAMIC TILE PL. LAM, PLASTIC LAMINATE DIA, DIAMETER PLYVVD. PLYWOOD DIM. DIMENSION PTD. PAINTED ELECT. ELECTRIC R.R. ROOF RAFTERS ELEV. ELEVATION REINF. REINFORCING EQ: EQUAL REQ'D, REQUIRED EQUIP.' EQUIPMENT S.C. SOLID CORE FIN. FINISH 'SIM, SIMILAR FL. FLOOR STL. STEEL FR, FRAME 8USP. SUSPENDED F.R. FIRE RATED THK. THICKNESS GA. GUAGE T,O.P. TOP OF PLATE GL. GLASS T.O.S, TOP OF SILL GYP, ~D, GYPSUM WALL BOARD TYP. TYPICAL G.W.B. GYPSUM WALL BOARD U,O.N. UNLESS OTHERWISE NOTED H.M.. HOLLOW METAL VERT, VERTICAL HORIZ, HORIZONTAL V.I.F. VERIFY IN FIELD HVAC HEATINGNENTILATING/AIR CONDITIONING WD.WOOD KEY PLAN HATCHED AREA INDICATE5 LIHIT OF NEIU ONE-STORY IUD. DECK ADDITION fAPPROX. ISB EF) ALIE -- EXIST. IUD. STEPS TO GRADE ' NE!g - EXIE~T. EXISTING WD, T0 ESE NEIU 3(." DEEP IUD. FR. CANOPY l L - EXISTING HOUSE EXIST, RIDGE EXISTING GROVE ROAD DRAWl NG SHT. NO. A-I A-2 A-3 'A-4 A-5 DESCRIPTION, TITLE SHEET GEN'L NOTES, PLOT PLAN, SECTIONS HIGH WIND REFERENCE DATA EXIS'TING DECK'and FLOOR PLANS EXISTING ELEVATIONS '.' . APP/~OV/ED AS NOTED m DATE:/0-.~/~-2~. B P. # ~'~'~ NOTIFY, BUILDING D-'PARIMENT AT 765-1802 8AM TO 41PM EOR THE FOLLOWING INSPECTIONS: 1: FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2, ROUGH - FRAMING;& PLUM~NG 3, INSU~T~ON' 4, FINAL - CONSTrUCtiON MUST BE COMPLETE FOH' CO. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YOBK STATE. NOT RESPONSIBLE FOR DESIGN O~ CONSTRUCTION ERRORS, OOMPLY WITH ALL 'NEW YORK STA ;':; AS REQU RED/~,~ - I CODEs Of ., .,- ,VN CODES, · ;J'T!oN$ OF, · &'%l~ TRUSTEES . OCCUPANCY OR USE IS UNLAWFUL WITHOUT CEi':;TIFICATE OF OCCUPANCY RE?'~IN 8TORu WATER RU . PURSUANT ' NOFF OF THE ,,,[.T..? CHAPTER ~vwN 00DE, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. PROJECT C:ONSULTANTS GENER/NL NOTES: INFORMATION s~a[ed dlmehslOnS. ~ECTION : OBI BLOCK : 04 LOT ~ ZONED : RES. R-40 {EXISTING NON-CONFORmING)' 2. ALL conditmns an~ dmensmns to be venhed in ~eld b~ G.C. OCCUPANCY CLABSIPICATON , Al 5INGLE FAM. D~ELLING prOoF to con%t~qt~oo and. prior Lp ordering materials. An~. cre~ancres 'shall be broughl to the ;mmedrate attentmon or the TYPE O~ CONSTRUCTION . .5~ ~D, FR, ~?c~ltect. EXI5TINO USE : ONE-FAMILY DaELLING PROPO5ED U5E ~ O~E-FAMILT D~ELLINO 3. ALL construct on shall be mn strmct accordance wmth the EXIBTING I~ PL, AREA: 't,=Oe ~P EX5T DECK AREA~ 13-3 5F NE~ DBCK Ne~ York State Buddm~ Code and all local codes and - ........ ~ . . Wu/~ AmEA: 11250 ~F [EXISTING NON-CONFORMING) a~thontles nov nQ jut s~ct on over same. ' . MAX. COVG 20~, OR 2,2B05F 4 NO ~ork shall commence 'untd all required approvals and permits '; PROPOSED COVG · 14~ OR I,~lS BP ha~e been obtained bU ~he.,Department or ~urldmgs; and aD other , '* agencres, as mag De a~pllC8b[e. SET.ACK5 . IRes. B) ~. These Plans have been ~re~ared ~n strict conformance a~th the FRONT REAR ~IDE 2002 RESIDENTIAL CODE OF NE~ YORK STATE and Ex 5T . 3~.3 FT. ~3.3 FT. 21.1 FT., NE~ YORK STATE ENERGY CONSERVATION CON T ........ ] ~ ~ ', ...... , ,. ~a~,'2oo2 FOR Suffolk Countg Zone I1~ ~q~O'degree d0~s. RE~u~u . ~ ~. r . ~ r.. r... I 000-1 5 1 06-025 ~ ' I 'AMME ND ~ F~R PERM IT.' SEPTEMBER 5, 2007 M ~ MAGE: - S N RCHiTECTS BERNSTEIN BOULEVARD CENTER MORICHES L,I., NEW YORK 934 63 .874.2 42 Nd 69:~I,: L LOIgI6- L ~]IDYd J_N3 NrlOOa 93A39N/~AOO ].LONq'd -,, -,, 4. 8. 9. IO. II. 12. 13. 14. IS. I1. 18. I~. ~O. 21. NOTES 22. 23. 24. 25. 2~ 21. ALL LUORK .SHALL BE DONE IN STRICT CONFORMANCE LUITH THE RULE5 and REGULATIONS OF THE TOUJN OF,SOUTHOLD AND THE f2002 NYSRBC) NEIU YORK STATE BUILDING CODE, THE G.C, 5HALL BE RESPONSIBLE FOR ALL GOVERNMENTAL and BUILDING DEPARTMENT INSPECTIONS and CERTIFICATIONS, THE C.C. SHALL OBTAIN GERT.OF OCCUPANCY AT THE CONCLUSION OF THE LUORK. PERMIT and APPLICABLE FEES b§ QLUNER. THE G,C, 5HALL CARRY IN5URANCE IN THE AMOUNT5 and FORM REQUIRED BY THE MUNICIPAL AUTHORITY ISSUING THE BUILDING PERMIT. THE OLUNER 15 RESPONSIBLE FOR ANY AN'D Al~L FUTUR~: PERMIT RENEIUALfS), A5 APPLICABLE, IN THE EVENT OF EXPIRATION, ALL DAY DEBRIS 5HALL BE REMOVED FROM THE 51TE AND DISPOSED OF AT THE EXPENSE OF THE DEMOLITION CONTRACTOR. ALL MATERIALS SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. PROVIDE ALUM. DRIP FLASHING AT ALL OPENINGS, MATERIAL JOINTS, ETC., AS NECESSARY. CONTRACTOR 5HALL PROVIDE CAULKING AND SEALANT AT ALL EXTERIOR JOINTS AND OPENINGS, BETIUEEN IIIALLS/ FOUNDATION/$LAB~ AND SHALL WEATHERSTRIP AS REQUIRED. PROVIDE 'ACQ' .PRESSURE TREATED DOOD IN CONTACT LUITH .EARTH AND/OR CONCRETE FOUNDATIONS, SILLS, PLATES, ETC. NO BACKFILL 5HALL BE DONE NEAR FOUNDATIONS UNTIL ADEQUATE BRACING HAS BEEN PROVIDED. SOIL SHALL. DE CHECKED FOR OLD EXISTING ROOTS, ETC. TO BE REMOVED IN PREPARATION OP NEtU FOUNDATION ' WORK, ALL EXISTING SHRUB5 AND PLANTING5 5HALL BE REMOVED LUHEN IN CONFLICT LUITH NED LUORK. C.C. SHALL COORDINATE IUITH OIUNER REPLANTING OF 5AVE. POP ROOF 5LOPE5 LES5 THAN 3:12, PROVIDE 5TRIP ASPHALT SHINGLE5 fiuIND RESISTANT ItllTH FACTORY APPLIED ADHESIVE); DOUBLE UNDERLAYMENT, AND CEMENTED EAVE FLASHING. .PROVIDE I/2' THICK MOISTURE-RESl5TANT GYP.ED. AND I/2" THICK 'CDX' PLYIUOOD, AS APPLICABLE, IN ALL AREAS SUBJECT TO MOISTURE IU.O.N.). PROVIDE ALUMINUM FLASHING AT ALL OPENINGS, JOINT5 BETtUEEN MATERIALS, BREAKS IN BUILDING ENVELOPE, AND C:HANGE5 IN ROOF PITCH, ETC., ACCORDING TO ACCEPTED PRACTICE. G.C, 5HALL .CONNECT TO EXISTING ALL NELU PLUMBING, ELECTRICAL, HEATING and AIR CONDITIONING EQUIPMENT AS THEY' MAY APPLY, UNLESS OTHERWISE NOTED. ANY AND ALL APPLIANCES, FIXTURES, AND/OR SPECIALTY ITEM5 NOT SPECIFIED ON DRAUJINGS, SHALL BE SELECTED BY OWNER, APPROVED BY ARCHITECT. and INSTALLED BY G.C. FOR A COMPLETE JOB. ALL NEW ELE. CTRICAL IUORK/DISTRIBUTIQN SY5TEM5 5HALL COMPLY UIITH THE NATIONAL ELECTRIC CODE AND ALL LOCAL CODES. G.C. 5HALL PROVIDE INTERCONNECTING FIRE DETECTING and SMOKE ALARM SYSTEM A5 PER NEW YORIK STATE BUILDING CODE AT OR NEAR THE CEILING, and APP'V'D. CARBON MONOXIDE DETECTORS. ALL LIGHT FIXTURE5 SHALL BE SELECTED BY OIIJNER, INSTALLED BY G.C. ALL NEIU PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY NYS CODE. CAST IRON' PIPE SHALL CONFORM WITH LOCAL CODE REQUIREMENTS, and 5HALL HAVE APPROVED JOINTS, PIPE SUIPPORTS AND CLEANOUTS.. ALL NEW FINISH MATERIALS SHALL BE 5ELECTED BY OLUNER, APPROVED BY ARCHITECT, AND INSTALLED BY C.C. (U.O.N.). G.C. SHALL INSTALL ALL LOCKSETS, LOCK HARDIUARE, SHELVING, ETC. FOR A COMPLETE JOB. C.C. 5HALL PROVIDE NEW ALUMINUM GUTTER5 AND LEADER5 A5 REQ'D. IF[N[SH COLOR TO BE SELECTED). ALL NED WORK SHALL CONFORM TO. THE NEB YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, AND/OR SEQUENCES. ,, THE ARCHITECT 15 NOT RESPONSIBLE FOR CONSTRUCTION ADMINISTRATION, IN5PECTION AND/OR SUPERVISION OF THIS. CONSTRUCTION PROJECT. FOUNDATION and CONCRETE I. ALL CoNcRETE FOOTINGS TO BEAR ON UNDISTURBED 5OIL WITH A 2. BOTT.OM OP. EXTERIOR CONCRETE FOOTINGS SHALL BE 3'-0" MIN. 3. CONCRETE 5'TRENGTH SNAFL BE A5 POLLOItlS: 4. ALL REINFORCING BARS TO BE S. ALL 'REINFORCING BARS SHALL MINIMUM BEARING VALUE OF I TONS,/SQ.FT, BELOIU AVERAGE FINISHED GRADE, U.O.N. a.) FOOTINGS, PIERS, FOUNDATION UJALLS: I'c = 3,000 ~si atone conG. b.) SLAB ON GRADE: re = 3,000 I~s~ stbne CONG. c.) SUPERSTRUCTURE 5LAB: rc = 3,000 ps~ stone conG. LAPPED A MINIMUM OP 40 DIA. AT SPLICE5 AND CORNERS. BE A&O GRADE (,0 BILLET NEIU STEEL, DEFORMED A5 PER A.S.T.M. MINIMUM PROTECTION FOR MAIN REINFORCEMENT SHALL BE THREE (3") EARTH; ALL OTHERS 5HALL BE TIUO [2") INCHES. 1, WIRE FABRIC SHALL BE ELECTRICALLY LUELDED AND 5HALL HAVE AN 8. CONTRACTOR SHALL PROVIDE PROPER SLI=EVE5 IN FOUNDATION AND 9. FOR 4" TNK. P. GONG, SLAB ON GRADE - PROVIDE f,"x/," I0/10 IU.ItI:M. OVER f, MIL. POLYETHYLENE (," OF IUELL COMPACTED CRUSHED 5TONE OVER GRADE. I0. ALL CONCRETE HAUNCH FOOTING5 5HALL BE PROVIDED IU[TH TLIJO 12) ~¢5 RE-BARS, TYP. IV.I.F.) INCHES POP CONCRETE POURED AGAINST ULTIMATE TENSILE STRENGTH OF 10,000 SLAB5 TO ACCOMMODATE ANY PIPES PA551NG ~NROUGH, VAPOR BARRIER ovER 5TRLICTURAL I. USE DOUGLAS PIP No. 2, E = 1.5: REPETITIVE MEMBER USE: Fb = lOOk psi SINGLE MEMBER USE: Pb = 815 I~si 2. GRADE MARKED LUMBER POP STRUCTURAL USE SHALL BEAR GRADE MARK AS DELIVERED TO 51TE. IUOOD SlELS' SHALL BE f2) 2" x /," 'ACQ' ~J~f,h I/2." DIA. ANCHOR BOLTS AT 12-0"o.c. MAX,, 12" FROM END~/CORNERO. 4. ALL IUD, HEADERS SHALL BE SUPPORTED BY 4" x 4" LUD. POSTS, TYP. IU.O.N.). 5. PRDVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENING5 AND UNDER ALL PO!STS AND PARTITIONS RUNNING PARALLEL TO SAME. CRC55 BRIDGING 5HALL BE EITHER 5SLID I" x 3" IUOOD OR legs. METAL BRIDGING AT 1. ALL HEADERS sHALL BE f2) 2"x8" MIN. fU.O.N3. 8, THE TOP AND BOTTQM EDGE5 OF JOIST5 MAY BE NOTCHED NOT TO EXCEED 2". 9. JOIST HANGERS, HURRICANE TIES, ETC., SHALL BE 'SIMPSON', 'TECO', OR APPROVED EQUAL POP ALL FLUSH STRUCTURAL. CONNECTIONS. I0, ALL STRUCTURAL WOOD. SHALL BE KEPT 2" MIN, BACK FROM MASONRY CHIMNEYS AND/OR FLUES A5 PER NY5 RESIDENTIAL SLUG. CODE. 8'-0" s.c. MAX., ITyp. (U.O,N.). NORTH-ROAD (COUNTY ROAD 48) N 57'56'00"E \ "'"' " \ roG.OS' o C£SS~,OOLS 0 ~ ~ $ §6'O0"W 100.00' / H/¢ WFJ. LS DESCRIBED ARSHAMOMAQUE, SUFFOLK SURVEYED* FOR: AMELIA Po MANCIN!'.. ANN MA, RIE VER PAULT SURV~-YED: OCTOBER 2004 .SCALE~ 1"-- 20' PLOT PLAN. scale: I"'= 20':O'' SURVEY SHALL BE PROVIDED bB OWNER OF SUBJECT PARCEL. ALL INPORMATION SHOWN ABOVE IS FOR DIAGRAMMATIC PURPOSES ONLY. AND IS TAKENFROM AN ACTUAL SURVEY PREPARED b§ STANLEY J. IEAKSEN, JR.,SURVEYOR, NE~ SUFFOLK, DATED OCTOBER NEW ~/4"x &" 'ACQ' DECKING ON 2"x ACQ' DJ% AT 12"o.c., TYP. NEul ~UD. HANDRAIL, TTP. TO MATCH EXIST. I"x I0" IUD. SKIRT ED. 3 I/2"x 1 'Parsiism' PEL- GIRDER NEB 4"x 4" 'AGO' WD. POST ON .-- 12" DIA. P. CONG. 'EONOTUBE' FOOTING, 3FT. MIN. BELOW GRADE , EXT. WALL~----. 'PITCH II1%--- f2)2?x 'AC:CZ' BEE REFERENCE SHEET POEt BASE and STRAPPING PROVIDE NEW I 3/4"x '~ 114" 'Parsiism' PSL LEDGER- LAG-BOLT '~[h I/2" DIA, ST. RTL. BOLTS, STAGGERED, 12"o.c.. SECTION "A-A' , E,CALE: 114"= REVIEION NO DATE o o PROJECT TITLE ADDiTION"and FRONT CANOPY at the NEW WOOD DF_CI ' Mancini-Verpault RESIDENCE 600 GROVE RD. 8OUTHOLD, L.I., NEW YORK LOCATION MAP/KEY PLAN ~R. CI-I~'y~CTS LON:; ISL~[] , NEW yOlK ERNSTBN BalJLEV/~ln TaJ/Faxl ~1, B74, L314~ Em~,l: orklte~telx, f~tm~eom DRAtlJING TITLE GEN'L NOTES, PLOT. pLAN snd SECTION.:. SCALE I/4" = I'-O" DRAWN b~ LAB DATE: CHECKED b~ DATE: COMM. NO. : DRAWING NO. HIGH I.ND .,H.©ION CO P,_IANCE. STRUCTURES I) LOCATED IN AREAS AS PER THE N'EUJ YORK STATE RES DENTIAL bUILDING CODE, CHAPTER 2,, buddm Pla m , THESE PLANS HAVE m a r0tu to prowde the been PREPARED IN STRICT ACCORDANCE EJITH bCNYS Se,'t4on I/-O'~ and REFERENCED STANDARDS IN RbCNYS, ' code-required minimum BHERE THE bASIC BIND SPEED IS IlOmph OR center-to-center ARCHITECTURAL PROJECT'. ONE and TtUO FAMILY Sectmn RSOI.2.1t FOR THOSE GREATER, THE FOLLOtLIING REFERENCE STANDARD HAS been UTILIZED IN THE DESIGN OF THIS American Forest ¢ Paper As~oclat. mn (APCPA) I'=iflB DOOD PRAMS CONSTRUCTION MANUAL rot DBELLINGS/ HIGH BIND Edition, CHAPTER 2,, PRESCRIPTIVE DESIGN. 80 I .. · .ST, N~rlON.' . , NAILING SCHEDULE 1'_' 8 CUT .ENGTH Simpson SLror~g-Tle CS Coded ,Strap Db-TAIL N.T.S, 0 CE~UNO d01~ To ~P TA,~ ~.~A ~-.d P~ ~Ol~ 2,S L.S. 102 ~S. p~ (TOE NAI~D) emoazua TO Uo~ ~-a~ ~ EUO ~O~,~S, ~a Les. , ProVlde minimum ~ end dmtance Equal number of specified nails In each ~nd 5~mp~on Strong-Tie H2.~ Gal)lo Endwalt Wall ~R'a. IIJ3D R S~stoJ~ Rnc~Drflga ong. V~ll ALL EXTERIOR GLAZED OPENINGS NOT PROVIDED UJITH INPACT GLA55 SHALL BE PROTECTED LUITH PRE-CUT OPENING PROTECTIVES a/2" THK. 'CDX' PLyUJOOD PANELS) AS ,PER RCNYS R30[.2.[.2 AND SHALL COHPLY tUITH THE FOLLOLUING~ ~ i N D-BORNE DEBRIS PROTECTION FASTENING SCHEDULE for ~00D STRCICTURAL PANELS fAS THEY HAY APPLY) FAeTENER TyPE F A ~,T ENEt:~ 4 FOOT ~ FOOT PANEL 5PAN ( PANEL 5PAN ( PANEL 5PAN ( 4 FOOT ( ~ FOOT ~8 FOOT 2 I/2" ~ 2 l/2" S8 W' lC' 12" BooD STRAPPIN0 AT OANllLEVER , a. THIS TABLE IS EASED ON 1:2Oml~h LUND SPEEDS and a 33-PT. HEAN ROOF HEIGHT. b. FASTENERS 'SHALL BE INSTALLED AT OPPOSING ENDS OF THE tUOOD STRUCTURAL PANEL. c. NAILS SHALL BE 1Od COHHON or 12d BOX NAILS. d. LUHERE SCRE[LIE ARE ATTACHED TO HASONRY OR HAaONRY/ STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A HINIHUH ULTIHATE tLIITHDRAUJAL CAPACITY OF 4'qO POUNDS. e. IHPACT GLASS FOR ALL APPLICABLE UJlNDOLU/DOOR UNITS 5HALL BE 'ANDERSEN' HP UNITS UJITH LOUJ E II f'IUHITE*)' VINYL CLAD ~OOD and 5HALL HEET THE REQU[REI'IENT5 OF THE LARGE HISSILE TEST OF ASTII EMflt. and of' ASTH E '".ROUND LUIND SEIStllC SUBJECT TO DAriAGE FRO11 UIINTER Ice Sb¢ld 5NOIU DESIGN DESIGN Under- HAZARD,5 LOAD CATEGORY TEHP la~mentRequlred SPEED Itleathenng ~=!,o~'c Termite Decag ~HPH) Mod/ 51-Med. II YES Ca~e bg Ca~e ~; , 120 C SEVERE 3, Heav. u f. C.C. SHALL PROVIDE [CE SHIELD, AS REQUIRED, UNDER NEIU ASPHALT SHINGLES AS PER NYSRIBC SecLion ' NYSRBC SECTION R~OS.2.1, RqOS.2.'1.J and RflOS.2.1.2. DETAIL N.T.S. CONTINUOUS LOAD PATHO, ROOF ATTIC SECOND FLOOR. FIRST FLOOR IA~ LL. 8~ DL, 24~.SNO~ NO STORAGE 30~LL IO=DL 40~LL IO~DL NOTE: NO ROOF RAFTER STRAP5 ARE REQUIRED [UHEN 2"x4" COLLAR TIE5 ARE INSTALLED AT I/-'' c.c., TYPICAL, AT UPPER THIRD OF ROOF. RAFTER/ RAFTER HURRICANE TIES CS 30 at EVERY RAFTER' ' SEE EELO~:' RAFTER/ TOP PL. TOP PL./ STUD STUD/ BOX SILL/FOUND H2.5 at EVERY RAFTER C$2Oa[ EVERY OTHER STUD ~S20 aC EVERY THER STUD HUD SILL/ FOUNDATION ~ALL AT CORNERS (120mph) I/2" DIA. x 12" LONG a.ts. AT 3'-0" o.c, TYP., 12" HAX. FROH ENDS fSQ. BASHERS) ~HD SHEAR OLDOUJNLS) POST CAP, tYP. POST EASE. TYP. PC 44 PB 44 TYP. DESIGN LOADS O I'ITL. CONNF__.CTOP--,S REVISION NO. ! DATE ,SEAL PROJECT TITLE NEW WOOD. DECKI ADDITIONand FRONT CANOPY at the Mancini-Verpault RESIDENCE- 600 GROVE RD. $OUTHOLD, L.I., NEW YORK LOCATION HAP/KEY PLAN ARCI-II'I'~CTS LBN~ IB_/~H] , NEW yE~K TDN BDULEVAFE] TaVFa~, B3~, B74, DRAUJING TITLE HIGH WIND CODE DATA SHEET SCALE A5 NOTED DRA~N b§ LAB DATE : CHECKED b~ DATE :GEP% ~,~00~ COHH. NO. :, O~Og.J DRABING NO. A3 7 8 --EXIST. P. OCt'it.' DECK FOOTING, TTP.: EXIST. 'CCA~ STEPS ABOVE 4'-0" 8'-O" EXIST. HID. DECK- EXISTING 3FT. HIGH "ID. HANDRAIL TO BE EXTENDED A5 NEC'¥. . SITTING RM. {V.I.F.) O C. SHALL FI~AHE NEW GABLE CANOPY ON 'EX ST. ROOF- POST NEUI RIDGE AT FRONT ~ALL PROVIDE ALUN.,~LAD 'ACQ' STRUCURAL-BRACEETS. 24!" DEEP AT EACH SIDE EXIST.lNG. FIRST. FLOOR EXISTING CONC. STOOP T,O BE,REHOVED- -- G.~. -~HALL INSTALL NEtU TREX PLATFORN and STEP5 'IlO GRADE . ' 2"x /-'' RR's AT [2"o.c., . TTP. .PLAN SCALE.- I/4'= I'-O' NEW NEt!J I 3/4"x 1 I/4" WOLM- 'PARALLAH LVL' I ~ LEDGER, [UITH f2) I/2" DIA. ST. 5TL EXP. BOLTS AT 12" c.c.. TYP. NEW 12" DIA. P. CONC. 'SONOTUBE', 34" MIN. DEPTH BELOW GRADE- AIJGN WITH EXISTING, TYP. EXIST. F ACCESS PANEL L ~3 2"x &" DJ's ~l1 EXIST, ~ ~) ~ AT [&" c.c., TYP, ~jELBCT. uJ~ <~] ~j ABOVE ] I 'CS~~E I ..... m u~ I _~ U ~_=~_-~ NEm 'ACm m <O ' m ...... ' i ABOVE ?., ,,_o. / $ EXIST· CRAWL SPACE (2" THK. CEftENT SCREED) EXIST. 8"x IF," CONC. PIER. TYP. 30,-/,, EXIST. 8" CONC, FOUNDATION U]ALL pnd FOOTING ~.4"x 8" ~D. GIRDER ABOVE NECH DUCT EXIST. Ct~iAWL SPACE EXIST.' CRAWL SPACE j 'EXISTING EXISTING ,C E'L L.,A, R PLAN SCALE.- I/4"= I'-O" LE. GE'ND L=XIUTING P.CONC. FOUNDATION mALL and P.C0NC. ". FOOTING NBa 8 THK. P.CONC, FOUNDATION mALL elth ,_"_'"_<- I~'x e' THK, P. C0NC. FOOTING EXISTING Ii/ALL CONSTRUCTION TO REUAIN. -- -- ---- Z EXISTING ~ALL CONSTRUCTION TO BE REHOVED. · NElll IIIALL CONSTEUCTON AS FOLLOIIIS . AT INTERIOR.' 2 x 4 [lID. STUDS AT' I/- c.c. 'TTP. mlth, I/2". THK. GYP. ED.,EA. S DE , AT EXTERIOR.' 2"x 4" iUD. STUDS AT lC' c.c., TYP. al~ R-13 BATT INSUL, an~ I/2" THK, 'CDX' PLymOOD SHEATHIN,G . · REVISION NO. SEAL PROJECT ;TI,TLS . ' ', 'NEW WOOD DEOK.',: ADDITION and' . " FRONT CANOPY the " ~cini-Verpault RESIDENCE 600 GROVE RD. 8OUTHOLD LJ., NEWYORK LOCATION MAP/KB¥ PLAN . ' .AI~.CI-tt'm'j~_,CTS 9 BERNSTBN ~AP/3 CB'ffB~ MOFIOrES ~ I1934 Td/Fo~ 6~1 B74 2142 ErnW: ~klleote~.nelco~com DRAUJIN6 TITLE EXIST, DECK PLAN and ELEVATIONS SCALE : I/4" = l'-O" DRAWN b~ : LAB DATE: S SEPT. 2OO~ CHBCKBD,bg: DATB: COMM. NCo :O1Oflj N~A~IN~.~O. ., ' , A4 5",. NEHI 'ACQ' ~D. DECK UJITH HANDRAIL TO EXISTING, STAINED EXIET, GRADE NEB 4"x 4" 'ACQ' IUD. POST ON 12" DIA. P.CONC. 'EONOTUBE' FOOTING, 3FT. tllN. NE[U 23Blt AEPHALT EHINGLE,5 TO MATCH E~(IETING RIDGEBOARD 2"x 4" WD. / NAILER, TYP. 'HURRICANE' TIE5 AT EA.'~' . I J- RAFTER/BM. VINYL BEADBOARD EOFFIT  23S~, ASPHALT SHINGLE5 OVER 30~: ,BLDG. FELT OVER I/2" THK. 'CDX PL¥~JOOD 5HEA,T,,I'-IING OVER 2"x ~-" RR's AT 12 o.¢.. TYP. ¢2)2"x 8"m TYP. ' 2~" DEEP ~D. ~RACKET ~RACE TO EXT, ~ALL SECTION at, PP--.'O,NT ENTRY GABLE NOTE~ UaE C520 COIL STRAP. TYP. THROUGHOUT A5 PER N¥sRBC. OCALE: 1/4''= ]'-O" NE[U tUD. 'ACQ' ' DECK and HANDRAIL, - LEVEL w~th EXIET[NG EXIET. GRADE ~ ,EXIETING HOUSE EXISTING LEFT SIDE LEYATION SCALE.- I/4"= EXTEND VINYL RIDING TO MATCH EXI~,T. ALUII. TRIM TO MATCH EXISTING 24" DEEP IJJD. P, RACI VINYL BEADED EOFFIT -- EXISTrNG HoUEE EXIST. FO[JND, WALL and FTG, EXISTING FRONT LE'VATION 2ESlt AEPHAL.T EHINGLEE TO MATCH E:XIETING NE[U 3FT. DEIEP GABLE CANOPY w¢,h ALUM. CLAD IUD. BRACKET5 ALUM. CLAD [tlD. STRUCTURAL BRACKETtE) EXISTING CONC. STOOP TO BE REMOVED-PROVIDE NEIU 'TREX' PLATFORM. 9'-~" WIDE x 3'-4" DEEP and STEPS TO GRADE GRADE EXISTING CONC. CHEEK EIALL¢$) TO REMAIN EXIET. OIL ~ EXIET. CONC. FOUND. WALL aha FTG., TTP. I I I EXISTING' REAR ELEVATION 5cALE~ I/4''= I'-O" EXIETING GRADE EXIST. 'CCA' ~JD. DECK TO REHAIN 'ACQ' ~D, DEDK and HANDRAIL TO ~ATCH EXIET. GRADE NEW 12" DIA. P. CONe. ' ' SONOTUBE FOOTING~ TYP. AT 3f.'~ MIN. DEPTH BELOI' .GRADE REVIEION, NO, DATE SEAL PROJECT q'lq'L E NEW WOOD DECK ADDITION and FRONT CANOPY at the ~ 'Man'cini-Verpault RESIDENCE 600 GROVE RD.. $OUTHOLD, L.I., NEWYORK LOCATION MAP/KEY PLAN A_I~C[-u:.t'.I:~CT,~ E ~ERNSTEIN !E~ELLEVARFI Tel/Fox: 0~'[ B74~ 214~ '. Emo~: or klteotel~natca'n,oem - DRA[UING TITLE EXISTLNG ELEVATIONS SCALE : I/¢ = I'-O" D~AWN b~ ' : LAC DATE: ~ EEPT. 2001 CHECKED b~:. DATE: COMH. NO. :oqo~.l ' DRAWIN~ ~0. .A5 I-