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Home My WebLink About51376-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51376 Date: 11/13/2024 Permission is hereby granted to: Jay N Hodges 3704 Bridle Path Austin,TX 78703 To: Demolish existing accessory garage and construct a new detached accessory garage as applied for.. New garage must maintain a minimum side and rear yard setback of 5 feet. Premises Located at: 410 Sound Rd, Greenport, NY 11944 SCTM#35.-1-16 Pursuant to application dated 04/19/2024 and approved by the Building Inspector. To expire on 11/13/2026. Contractors: Required Inspections: Fees: DEMOLITION $125.00 Accessory-New Structure $318.00 CO-RESIDENTIAL $100.00 Total S543.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 littps://www.southoldto\V�iiny.gav Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 5 I / P Building Inspector: QJ Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:2024.03.18 OWNER(S)OF PROPERTY. Name:Jay Hodges SCTM#1000-35.-1-16 Project Address:410 (aka 20) Sound Road, Greenport, NY 11944 Phone#:(512) 627-0433 LEmail:jayhodges@gmaii.com Mailing Address:410 Sound Road, Greenport, NY 11944 CONTACT PERSON: Name:Jake LaChapelle Mailing Address:P.O. Box 1251, Mattituck, NY 11952 Phone#:(646) 251-5058 Email:jake@lachapellearchitecture.com DESIGN PROFESSIONAL INFORMATION: Name:Jake LaChapelle AIA Mailing Address:P.O. Box 1251 Mattituck, NY 11952 Phone#:(646) 251-5058 Email:jake@lachapellearchitecture.com CONTRACTOR INFORMATION: Name:tbd Mailing Address: Phone#: Email: i DESCRIPTION OF PROPOSED CONSTRUCTION W New Structure ❑Addition ❑Alteration ❑Repair Zemolition Estimated cost of Project: ❑Other $50,000 Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of properly:single-family res. Intended use of property:single-family res. Zone Or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? E]Yes POND IF YES,PROVIDE A COPY- .. Rox, Afte, Rea(finp',;: Is m.spcerOb for all drainne and storm WOW films A'P'"ldect by f hailer 135 of the Town Code,APPUCA110N 15 14EREDY MADE to the suildhig Department for the issuance of a firg,41,ft pe,rmft rojrsg)ant to the soilding&m., Ordimanco of the Town of Southold,Suff0k,County,New York and other applkobte pews,ordinances or Regulations,for the construction of buiWings, additions,alterations or for removal or demolition as herr4rr described,The applicant agrees to tomply with all piplic9trie laws,ordinances,hu'llding code, flousfng code and regulations and to admit authorized inspectors on Premises and in buildIng(s)for wKessary inspectlom Emw stateownts made herein are Punishable as a class A misdemeanor pursuant to Section 210-45 of the New York State Penal Low. Application Submitted By(print name):Jake LaChapelle RAuthorized Agent 00wner Signature of Applicant- CONNIE D.BUNCH Date: tary Public,State of New York STATE OF NEWYORK) No.01 BU6185050 Qualified In Suffolk County SS: COUNTY OF Suffolk Commission Expires April 14,2 0D Jake LaChapelle being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �day of AP 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Jay Hodges residing at 410 Sound Road, Greenport, NY 11944 eby authorize Jake LaChapelle to apply on my behalf to the Town of Southold Building Department for approval as described herein. Date 0�wne s�fgnatu�re �� Jay Hodges Print owner's Name CERTIFICATIONS HEREON SIGNIFY THAT THIS PLAT OF PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A RECENT SURVEY MADE UNDER MY DDR=ON IN ACCORDANCE WITH THE EGSTING CODE OF P_ FOR- LAND SURVEYORS BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON WHOM THE SURVEY WAS PREPARED AND ON THOR TO THE TTILE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.THIS CERTIFICATION IS ONLY FOR THE LANDS DESCRIBED HEREON, ITS NOT A CERTIFICATION OF TIRE, ZONING, OR FREEDOM FROM ENCUMBRANCES. CERTIFICATIONS ARE NOT NOT TRANSFERABLE TO ADDITIONAL OR SUBSEOUE T OWNERS TAX LOT 24 S 27047'30" E 75.00' REBAR PIPE FOUXD N D. FE FE x w U z 2 � d o0 M c*i x� 3 I FE 2.7'S FE �✓ 3-IS FE BLDG. 1.6N 1.6'S - TAX ' TAX LOT 3 LOT 15 °z 17 FE T I4_t WOOD 1.3N PORCH U o w ,13.8' DECK L, I. b t 1 1/2 STORY FRAME O 4 - I DWELLING 'O�0 00 'o 0 N 0 Z 12.1 (�] FE ¢ -- _ 1t 1.4N w 8 4 5 O WOOD - S PORCH _ 'cY PIPE PIPE 383.21' FND. END. ---- - — .� WOOD FENCE ROW OF SHRUBS N 27031'20" W 75.00' THE OFFSETS OR DIMENSIONS SHOWN FROM THE IMPROVEMENTS TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO BE USED AS A WIDE IN THE ERECTION OF FENCES,WAS, POOLS, PATS BUILDINGS,ADOTIONS TO BUILDINGS OR ANY OTHER IMPROVEMENTS.SUBSURFACE AND EJVIORNMENTAL CONDITIONS NOT SHOWN. PROPERTY CORNER MARKERS WERE NOT SET AS A PART OF`THIS SUM&Y.EAMAENTS AND OR MGHTS-OF-WAY OF ,IF ANY, NOT SHOWN. PJM LAND SURVEYING PLLC ADDITION TO ALTERATION OR ADomoN To Tlils suRver Is A 132 CLYDE STREET/SUITE 16 VIOLATION OF SECTION 7209 OF WEST SAYVILLE, NY 11796 NEW YORK STATE EDUCATION LAW. PHONE 631-563-0400 FAX 631-563-5808 Pa SURVEYING ,AOL.COM REVISIONS LOT: NIAP OF:DESCRIBED PROPERTY FILED:---- No:-- COCNTY.SUFFOLK OT SITUATE-(REIMPORT:TOWN OF SOUTHO D COPIES OFHE THIS D �F S CERTIFIED TO: TITLE NO.:7404-0 1 7069EMBOSSEDBEAR1 SE N SIGNATURE SHALL NOT DE CONSIDERED A TRUE AND VALID COPY JAY H.HODGES FIDELITY NATIONAL TITLE INSURANCE COMPANY PROJECT NO,:2023-292 'DATE: I O/I S/2023 DRAWN: CM CHECKED BY:PM SCALE: 1"=20' DISTRICT: 1000 SECTION:35 BLOCK= 01 LO`I`S : 16 4 HODGES 1� RESIDENCE 410 SOUND ROAD 10 SOUND ROAD DEMO GREENPORT,NY 11944 GREENPORT, NY AKA '20 SOUND ROAD' DRAWING LIST ® °o°8o1R TRUE DEMOLITION OF EXIT D1.00 TITLE SHEET NORTH 0oo � Q S ING ACCESSORY GARAGE D2.00 NOTES o � � 41 D3.00 SITE PLAN o �� SCTM#-1000-35.-1-16 DO NOT SCALE FROM DRAWINGS PROJECT O O NORTH (27.52°) yBYp'° TAX MAP NO.1000.35:1-16 SYMBOLS SCOPE OF WORK # ISSUE/REVISION DATE THE GENERAL INTENT OF THE WORK IS TO DEMOLISH THE ACCESSORY 00 FILING SET-GARAGE DEMOLITION 04.i8.2024 LEVEL GARAGE IN THE REAR YARD OF THE PRIMARY STRUCTURE. NO CHANGE O WINDOW THIRD FLOOR OF USE OR OCCUPANCY IS PROPOSED. EL. +31'-3" —O ELEVATION ABOVE 0'-0" DRAWN BY:J.LACHAPELLE DOOR R E G U L A T O R Y' N O T E S CHECKED BY:J.LACHAPELLE 1O PARTITION TYPE 1 ELEVATION NUMBER NOTE:THIS IS ANil"x17"SHEET A6 SHEET NUMBER 1. THIS APPLICATION FOR PERMIT IS FILED WITH THE TOWN OF DRAWINGS MAY BE PRINTED NOT TO SCALE SOUTHOLD BUILDING DEPARTMENT, IN CONFORMANCE WITH THE TOWN CODE CHAPTER 144. LaChapelle Architecture PLLC DETAIL NUMBER 2. THE CONTROLLING CODE IS THE 2020 BUILDING CODE OF NEW P.O.Box 1251 A3 YORK STATE AND THE 2020 ENERGY CONSERVATION CODE OF Mattituck,NY 11952 A4 SHEET NUMBER NEW YORK STATE, IN COMBINATION WITH THE TOWN CODE. (646)251-5058 fake@lachapellearchitecture.com 3. REFERENCE HEREIN TO 'BC' SHOULD BE CONSTRUED TO MEAN THE APPLICABLE BUILDING CODES OF NEW YORK STATE. ABBREVIATIONS4. THE PRIMARY STRUCTURE IS A SINGLE-FAMILY HOME WHOSE OCCUPANCY CLASSIFICATION IS RESIDENTIAL GROUP R-3 UNDER BC CHAPTER 3. A.F.F. ABOVE FINISH FLOOR HM HOLLOW METALRc� STAIR DIRECTION LABELS 5. THIS GARAGE STRUCTURE TO BE DEMOLISHED IS CLASSIFIED AS ALT ALTERNATE HT HEIGHT ,`` CONSTRUCTION TYPE V(B) (UNPROTECTED WOOD FRAME) APP. APPLIANCE(S) HW HOT WATER <� 00 UNDER BC TABLES 601 AND 602. UP DN 6. TO THE BEST OF MY KNOWLEDGE THE WORK PROPOSED CLG CEILING PTD PAINTED HEREIN IS COMPLIANT WITH ALL APPLICABLE LAWS, CODES, CONC CONCRETE SC AND REGULATIONS. CONT. CONTINUOUS RCP REFLECTED CEILING PLAN SMOKE+CARBON MONOXIDE DETECTOR CONT'D CONTINUED V V0. 033Jy0� SMOKE AND CO DETECTORS SHALL COMPLY O.C. ON CENTER OF NE`t'I WITH UL 268,7th ADDITION D.O. DOUBLE HUNG INSPECTIONS DIM. DIMENSION P.T. PRESSURE TREATED — MATCH LINE DIA. DIAMETER SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH THE DISC. DISCONTINUOUS SIM. SIMILAR 6DRM1NN06ARb6RN MmYPN E6ND PQaK EPW EP mUCMVBAF PMWRDND PLLCPEONmItSem Wx[MW MEPROIFLf POP NiMIRE4RB➢NhD6 E FCVR0.N gW1GEE,l1}pUMNO,OPDELft10Ne MATBEBND[CMIDfBYUC1YPELLY CENTERLINE �R"RErn�P� �DR.�DNYNm�D,EDBD�RPaPmEDRmNERPPP BY REQUIREMENTS OF BCNYS 1704&1705. DWG DRAWING S.S. STAINLESS STEEL PoRMOPgH OTBlP Em0Y0 M[RPM QREDROOBM ONm B9RMER BY omm vurtw.Nmrour meNartrzu carsExYm uDNnvEUE axxrtErnu vuc. ®COPlPIGNTTO}14CM9PELLE NKI9RCNRE PLLO BREAK LINE FINAL ELEC. ELECTRIC STL. STEEL ENG. ENGINEER TYP. TYPICAL TITLE SHEET EQ. EQUAL EXIST. EXISTING V.I.F. VERIFY IN FIELD FL FLOOR W/ WITH SHEET NO: WRB WEATHER RESISTIVE DIL00 GWB GYPSUM WALL BOARD BARRIER SHEET 1 OF 3 GENERAL NOTES GENERAL NOTES _ __ ___ HODGES 1. ALL WORK TO BE PERFORMED BY LICENSED TECHNICIANS TO 7. CONTRACTOR TO SCHEDULE AND PROVIDE ACCESS REQUIRED RESIDENCE ACCOMPLISH THE WORK AS OUTLINED IN THIS SET OF FOR ALL INSPECTIONS.WORK MUST REMAIN ACCESSIBLE AND 410 SOUND ROAD DRAWINGS AND AS MAY BE REQUIRED BY THE WORK.ALL EXPOSED UNTIL INSPECTED AND ACCEPTED IN WRITING BY THE GREENPORT,NY 11944 PLUMBING AND ELECTRICAL WORK SHALL BE CERTIFIED BY INSPECTOR. PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS.ALL 8. CONTRACTOR MUST COMPLY WITH ALL BUILDING DEPARTMENT 00 WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A RULES OF OPERATION (SUCH AS HOURS OF ACTIVITY)AND SYSTEMATIC MANNER. INSURANCE REQUIREMENTS. TRUE NORTH > O Doo C O 2. IN ADDITION TO THE REQUIREMENTS OF THE APPLICABLE 9. CONTRACTOR SHALL NEITHER INTERRUPT NOR RELOCATE o0 00° BUILDING CODES,ALL WORK MUST CONFORM TO FIRE BUILDING SERVICES WITHOUT WRITTEN REQUEST TO THE OWNER °Q o DEPARTMENT REGULATIONS, UTILITY COMPANY AND RECEIPT OF WRITTEN CONSENT. PROJECT p O REQUIREMENTS,AND BEST TRADE PRACTICES. NORTH 10. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES WITH THE 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE DEPARTMENT OF BUILDINGS, PAY ALL FEES, OBTAIN ALL PERMITS TAX MAP NO.1000-35-1-16 FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY CITY # ISSUE/REVISION DATE DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED. TO THE ARCHITECT. oo FILING SET-GARAGEDEMOLmON 04.18.2024 11. PRIOR TO COMMENCING OPERATIONS ON SITE THE 4. CONTRACTOR SHALL TAKE THEIR OWN DIMENSIONS AND FIELD CONTRACTOR SHALL PROVIDE BOTH OWNER AND ARCHITECT VERIFY ALL DATA CONTAINED HEREIN.THE DIMENSIONAL DATA 'ACORD' INSURANCE FORM LISTING THE FOLLOWING PARTIES AS CONTAINED IN THIS DRAWING SET ARE FOR INFORMATION ADDITIONALLY INSURED: ONLY.THE BUILDING IS NOT SQUARE OR PLUMB SO VARIATION JAY HODGES EXISTS IN THE DIMENSIONS OF THE EXISTING BUILDING.AS A LACHAPELLE ARCHITECTURE PLLC DRAWN BY.J.LACHAPELLE RESULT DIMENSIONS OF NEW CONSTRUCTION MAY VARY FROM THE CONTRACTOR MAY NOT BEGIN SITE OPERATIONS OF ANY CHECKED BY.J.LACHAPELLE THOSE SHOWN. CONTRACTOR SHALL NOTIFY ARCHITECT OF KIND UNTIL THE ABOVE IS PROVIDED. NOTE:THIS IS AN 1V x 17"SHEET DISCREPANCIES AS THEY ARISE. DRAWINGS MAY BE PRINTED NOT TO SCALE 12. THE CONTRACTOR SHALL ENSURE THE STRUCTURAL STABILITY OF 5. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY ALL AREAS OF THE WORK THROUGHOUT OPERATIONS.THE LaChapelle Architecture PLLC FOR PROPER EXECUTION OF ANY PART OF THE WORK SHALL BE CONTRACTOR SHALL DO SO BY WHATEVER MEANS HE DEEMS P.O.Box 1251 INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. ARE NECESSARY, INCLUDING BUT NOT LIMITED TO RETAINING A Mattituck,NY 11952 LICENSED ENGINEER AT THE CONTRACTOR'S EXPENSE TO (646)251-5058 jake@lachapellearchitecture.com 6. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES OVERSEE AND ADVISE ON THE WORK. WITH REQUIREMENTS OF LOCAL AUTHORITIES AND OWNER. �ERED '`IR (I i^ ,Q FNEW � YwsmuvnxootirwmrvnurtaysnmcE�onnnoe's�ProPEmror ucxnrEUE axxnEcivaE lucamusuvavwrnx ra I wwcxrto Pr�uso Ei 02NIED.XpGXNVLE4K1fMiIGN4,OPMIET 81 B[NAVEEF IPEBY L1CNtTELLE A9GIIECNIEPLLGTgS OMWPq MAT Aql BCUSEO BY NMNPNIIIES roHNIW PimlE@. rogAWllbxlOTlb PW2GIBIOIMFP4RIIE9�Ogi4RCOWlfl10N OPMSgiyER01 011¢APMfiEf.W11l0YIT¢NAt1E11Cp6 MLdWE11EK00fECNi[PLLL ®CUPIWJR 203 4CWNLLLPAipY01ECNt¢PLLC NOTES &SCHEDULES SHEET NO: D2mOO SHEET 2 OF 3 SCTM:1000-35.-1-16 I"I®D G ES ZONE: R-40 CODE EXISTING PROPOSED COMMENTS REFERENCE RESIDENCE LOT INFORMATION: ' LOT AREA(SF) 40,000 10,772 NO CHANGE NONCONFORMING §280 ATT.3:1 410 SOUND ROADGREENPORT,NY 11944 LOT WIDTH (FT) 150 75 NO CHANGE NONCONFORMING " LOT LENGTH (FT) 175 143.41 NO CHANGE NONCONFORMING " EXISTING HOUSE AREA(SF) -- 868 NO CHANGE -- FRONT STOOP AREA SF -- 54 NO CHANGE -- oO GARAGE AREA(SF) -- 312 0 -- ^• —50SF SHED p REAR ADDITION (SF) -- 118 673 -- / \ INDICATED IN 1992 ® •'` � g0 .- TRUE BACK DECK AREA(SF) -- 58 NO CHANGE -- / SURVEY REMOVED 0 O SHED -- 0 NO CHANGE PREVIOUSLY REMOVED NORTH O / \ PREVIOUS TO THIS TOTAL COVERAGE(SF) 1,410 1,098 2,154 ALLOWED / '/ Nr'^,° APPLICATION SETBACKS: ® 20% 13.09% 10.19% CONFORMS §280-124 / \ 1T PROJECT �'- / RTH (27 52°) FRONT YARD F 35 8.1 NO CHANGE NONCONFORMING §280-124 SIDE YARD FT 10 13.8 NO CHANGE CONFORMS §280-124 / \\ \\ \ TAX MAP NO.100035.4-16 BOTH SIDE YARDS F 25 41.9 NO CHANGE CONFORMS §280-124 \\ REAR YARD F 35 88.2 NO CHANGE CONFORMS §280-124 / \ a ISSUE/REVISION DATE / \OO .00 FILING SET-GARAGE DEMOLITION 04.1B.2024 EXISTING GARAGE TO BE DEMOLISHED IS IN NONCONFORMING DEMOLISH ACCESSORY / u. FOR SIDE YARD SETBACK UNDER §280-15.REMOVAL WILL CURE GARAGE(312 SF) THIS NONCONFORMANCE. - / DRAWN BY:1.LACHAPELLE 1�3 / ' �S 10 •\ CHECKED BY:J.LACHAPELLE Q�,` /• 22' NOTE:THIS IS AN 11"x 17"SHEET \ , � DRAWINGS MAYBE PRINTED MOTTO SCALE LaChapelle Architecture PLLC / P.O.Box 1251 • Z�p Mattituck,NY 11952 EXISTING REAR , (646)251-5058 jake@lachapellearchitecture.com ADDITION(118 SF) / DRIVEWAY \ 2�� EXISTING / 2-STORY /•'/ SERE D A C, EXISTING FRONT 9 RESIDENCE /•' ��5�� LAC y'gj°�y��R 6• (868 SF) / STOOP(54 SF) CPEXISTING BACK / E DECK(58 SF) - Q 03393� 04 OF N ZQ / O \ / n�vc n,rn uG°Pu�ertouaoiw�cem ner v"veerrionwiucnrtuPUPc�rse p � / auc��cxencrs.,un:nnnaas.mcevnoiswarazMnoecrcmmucxosiuc Pue nus onavnrn ear nm ee uom or mf rtn PMnFS i0P omm vPacrn, �O .00 \ /. fOPMWnW N1N°PPOIFm9r mfrtn PPrtnR,Cnioa WnPlEn0110fT105 PPmEm BY °Mf H PNmE1 W 11XOm Tl¢WFIrtp OJNSFH!of ULIaPELLE NCHnECTUPF PLLC ®CORdCM3"3<IKMAPEULARCnrtECNPCPLLC TRUE 1p,11 NORTH \ SITE PLAN DIMENSIONAL DATA IS OBTAINED FROM SURVEY BY PJM / LAND SURVEYING, PLLC DATED 10/18/2023,WITH OVERLAY �Nq3`y OF PROPOSED WORK BY LACHAPELLE ARCHITECTURE PLLC. y °T SHEET NO: \ / S62 O NORTH PROJECT SITE PLAN �' D3mOO SCALE: 1/16" = 1'-0" (27 52°) SHEET 4 OF 3 HODGES RESIDENCE 410 SOUND ROAD 0 � ARA 410 SOUND R ' AD G GE GREENPORT,NY 11944 GREENPORT, NY AKA '20 SOUND ROAD' DRAWING LIST (D °°g ° TRUE Q NEW ACCESSORY STRUCTURE GA2. 0 GA TITLE SHEET N0a`" op 00 NOTES &SCHEDULES ® o GA3.00 NAILING &STRAPPING SCTM#-1000-35.-1-16 DO NOT SCALE FROM DRAWINGS GA4.00 SITE PLAN PROJECT p O GA5.00 GROUND FLOOR PLAN ("2752") GA6.00 WEST&SOUTH ELEVATIONS GA7.00 EAST&NORTH ELEVATION TAX MAP NO.100035:1-16 SYMBOLSSCOPE OF WORK GA8.00 SECTION q GA9.00 DETAILS ISSUE/REVISION DATE .00 FILING SET-ACCESSORY GARAGE 04.18.2024 THE GENERAL INTENT OF THE WORK IS TO BUILD AN ACCESSORY LEVEL GARAGE IN THE REAR YARD OF THE PRIMARY STRUCTURE. NO CHANGE AO WINDOW THIRD FLOOR OF USE OR OCCUPANCY IS PROPOSED. EL. +3f-3" OELEVATION ABOVE 0'-0" DRAWN BY.J.LACHAPELLE DOOR REGULATORY NOTES CHECKED BY:J.LACHAPELLE O PARTITION TYPE 1 ELEVATION NUMBER NOTE:THIS IS AN il"x 17"SHEET A6 SHEET NUMBER 1. THIS APPLICATION FOR PERMIT IS FILED WITH THE TOWN OF DRAWINGS MAY BE PRINTED NOT TO SCALE SOUTHOLD BUILDING DEPARTMENT, IN CONFORMANCE WITH THE TOWN CODE CHAPTER 144. LaChapelle Architecture PLLC DETAIL NUMBER 2. THE CONTROLLING CODE IS THE 2020 BUILDING CODE OF NEW P.O.Box 1251 A3 YORK STATE AND THE 2020 ENERGY CONSERVATION CODE OF Mattituck,NY 11952 A4 SHEET NUMBER NEW YORK STATE, IN COMBINATION WITH THE TOWN CODE. (646)251-5058 fake@lachapellearchitecture.com 3. REFERENCE HEREIN TO 'BC' SHOULD BE CONSTRUED TO MEAN THE APPLICABLE BUILDING CODES OF NEW YORK STATE.4. THE PRIMARY STRUCTURE IS A SINGLE-FAMILY HOME WHOSE ABBREVIATIONS OCCUPANCY CLASSIFICATION IS RESIDENTIAL GROUP R-3 �E D q UNDER BC CHAPTER 3. A.F.F. ABOVE FINISH FLOOR HM HOLLOW METAL �E p 5. THIS PROPOSED ACCESSORY GARAGE STRUCTURE IS CLASSIFIED ALT ALTERNATE HT HEIGHT ��(��C'�k ACH4�°Fy�j ; STAIR DIRECTION LABELS AS CONSTRUCTION TYPE V(B) (UNPROTECTED WOOD FRAME) APP'. APPLIANCE(S) HW HOT WATERS 00 UNDER BC TABLES 601 AND 602. 6. TO THE BEST OF MY KNOWLEDGE THE WORK PROPOSED CLG CEILING PTD PAINTED UP DN HEREIN IS COMPLIANT WITH ALL APPLICABLE LAWS, CODES, CONC CONCRETE AND REGULATIONS. CONT. CONTINUOUS RCP REFLECTED CEILING PLAN - f L SC SMOKE+CARBON MONOXIDE DETECTOR � CONT'D CONTINUED " elf O. 0339'D SMOKE AND CO DETECTORS SHALL COMPLY O.C. ON CENTER OF N E`N WITH UL 268,lth ADDITION INSPECTIONS D.O. DOUBLE HUNG DIM. DIMENSION P.T. PRESSURE TREATED MATCH LINE DIA. DIAMETER SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH THE DISC. DISCONTINUOUS SIM. SIMILAR0"""�MOB°""n"°Mm°rEExn Ean°mmwam¢PnowmO uc"aP6< axw"crva nLc DYGNCRQ9 ar xMemEn me PNOIECf ED"wwa rt n PPmaam n EL4Nft0.NOCNRILOR,LLLERNLgM,OP CElEl10N4 MpTBE"NO[¢%CEPl DYUC1IFP[ll[ — — CENTER LINE ARCNrtFLfOPE PLICmnDMYlWO"RY NOTBEUSEDDY CiHEPP0.4f1ES i0HOMFAPM1EC19, REQUIREMENTS OF BCNYS 1704&1705. DWG DRAWING S.S. STAINLESS STEEL DIXFOPM,29.®CDOCNDXYM�""91lACNOP[IlE";WCNPE OA�CMRGNRf PLLC. BREAK LINE FOOTING ELEC. ELECTRIC STL. STEEL FOUNDATION ENG. ENGINEER TYP. TYPICAL TITLE SHEET FRAMING,TIE-DOWN/STRAPPING EQ. EQUAL PERIMETER INSULATION EXIST. EXISTING V.I.F. VERIFY IN FIELD ROUGH ELECTRIC SHEET N0: FINAL FL FLOOR W/ WITH WRB WEATHER RESISTIVE GAI GWB GYPSUM WALL BOARD BARRIER SHEET 1 OF 9 GENERAL. NOTES GENERAL NOTES HODGES 1. ALL WORK TO BE PERFORMED BY LICENSED TECHNICIANS TO 7. CONTRACTOR TO SCHEDULE AND PROVIDE ACCESS REQUIRED RESIDENCE ACCOMPLISH THE WORK AS OUTLINED IN THIS SET OF FOR ALL INSPECTIONS. WORK MUST REMAIN ACCESSIBLE AND 410 SOUND ROAD DRAWINGS AND AS MAY BE REQUIRED BY THE WORK.ALL EXPOSED UNTIL INSPECTED AND ACCEPTED IN WRITING BY THE GREENPORT,NY 11944 PLUMBING AND ELECTRICAL WORK SHALL BE CERTIFIED BY INSPECTOR. PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS.ALL 8. CONTRACTOR MUST COMPLY WITH ALL BUILDING DEPARTMENT oO WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A RULES OF OPERATION (SUCH AS HOURS OF ACTIVITY)AND SYSTEMATIC MANNER. ® O O Q, 8 INSURANCE REQUIREMENTS. TRUE NORTH 2. IN ADDITION TO THE REQUIREMENTS OF THE APPLICABLE 9. CONTRACTOR SHALL NEITHER INTERRUPT NOR RELOCATE 0 0 °oo° BUILDING CODES,ALL WORK MUST CONFORM TO FIRE BUILDING SERVICES WITHOUT WRITTEN REQUEST TO THE OWNER o°Q DEPARTMENT REGULATIONS, UTILITY COMPANY AND RECEIPT OF WRITTEN CONSENT. PROJECT p 4 REQUIREMENTS,AND BEST TRADE PRACTICES. Now" (27.s2°) 10. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES WITH THE 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE DEPARTMENT OF BUILDINGS, PAY ALL FEES, OBTAIN ALL PERMITS TAX MAP NO.1000-35:1.16 FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY CITY # ISSUE/REVISION DATE DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED. TO THE ARCHITECT. 11. CONTRACTOR SHALL COORDINATE WITH OWNER'S SURVEYOR IN 00 FILING SET-ACCESSORY GARAGE 04.18.2024 4. CONTRACTOR SHALL TAKE THEIR OWN DIMENSIONS AND FIELD ADVANCE TO PROVIDE FOUNDATION SURVEY AS SOON AS VERIFY ALL DATA CONTAINED HEREIN.THE DIMENSIONAL DATA CONCRETE IS PLACED,AND SUBMIT TO SOUTHOLD BUILDING CONTAINED IN THIS DRAWING SET ARE FOR INFORMATION DEPARTMENT. ONLY.THE BUILDING IS NOT SQUARE OR PLUMB SO VARIATION EXISTS IN THE DIMENSIONS OF THE EXISTING BUILDING.AS A 12. PRIOR TO COMMENCING OPERATIONS ON SITE THE DRAWN BY.J.LACHAPELLE RESULT DIMENSIONS OF NEW CONSTRUCTION MAY VARY FROM CONTRACTOR SHALL PROVIDE BOTH OWNER AND ARCHITECT CHECKED BY:J.LACHAPELLE THOSE SHOWN.CONTRACTOR SHALL NOTIFY ARCHITECT OF 'ACORD' INSURANCE FORM LISTING THE FOLLOWING PARTIES AS NOTE:THIS IS ANII"x17"SHEET DISCREPANCIES AS THEY ARISE. ADDITIONALLY INSURED: DRAWINGS MAY BE PRINTED NOT TO SCALE JAY HODGES 5. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY LACHAPELLE ARCHITECTURE PLLC LaChapelle Architecture PLLC FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK THE CONTRACTOR MAY NOT BEGIN SITE OPERATIONS OF ANY 251 1 Box x SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE KIND UNTIL THE ABOVE IS PROVIDED. Ma P.O. , 1 11952 DRAWINGS. (646)251-5058 jake@lachapellearchitecture.com 13. THE CONTRACTOR SHALL ENSURE THE STRUCTURAL STABILITY OF 6. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES ALL AREAS OF THE WORK THROUGHOUT OPERATIONS.THE WITH REQUIREMENTS OF LOCAL AUTHORITIES AND OWNER. CONTRACTOR SHALL DO SO BY WHATEVER MEANS HE DEEMS ARE NECESSARY, INCLUDING BUT NOT LIMITED TO RETAINING A LICENSED ENGINEER AT THE CONTRACTOR'S EXPENSE TOERED qR OVERSEE AND ADVISE ON THE WORK. cn C� 1'C) _ - 0339 Op 3 N E`N DPAWINDpgNpSIINMENTKSEPVICEANDNfMNN511ff PPDPEFIYOf UCNpPq}E [4CDIECNOCXAYO tb.DRD[1E110ND1NY8[NPDE F%DEvf BYI�dEMM6lP PIroDIFI'IDRE PLLC TM D14wMD O W Y NOf D[DSEA DY O}NFH PAA116 i0A DADA PFDkCp. iDA P0DI1gN TO 1Nb PAOhLT Dr 0MA P1AIlE9,qi iDA DONGIE1pN CP TCS NN11ER DT OMENPMIIEt.xill WIA6 WILII[NE4XSOli NIPENAPNEPPCg1EeNPEPIIt. ®covrwDxr zo:unuvnu,wcimEenme nu NOTES &SCHEDULES SHEET NO: GA2 SHEET 2 OF 9 a STRAPPING DETAILS CONSTRUCTION NOTES NAILING SCHEDULE HODGES RESIDENCE 1. PROVIDE HURRICANE STRAPPING BY SIMPSON OR EQUAL 1. ALL WORK SHALL CONFORM TO THE AF&PA WOOD FRAME 1. NAILING PER NYS CODE; INCLUDING (5)10d NAILS AT SILL AND 2. PROVIDE (8)8d COMMON NAILS IN EACH END OF 14" 20 GA. CONSTRUCTION MANUAL 2015 HIGH WIND EDITION PLATE OF ALL 2x6 STUDS 410 SOUND ROAD GALVANIZED STRAP FOR LATERAL/SHEAR CONNECTIONS AT 2• DESIGN LOADS AS FOLLOWS: 2. USE GALVANIZED FASTENERS FOR ALL FRAMING GREENPORT,NY 11944 RAFTER/ROOF-TO-WALL,WALL-TO-WALL,AND LIVE LOAD: PER TABLES R301.5 &R301.6 3. USE 6d NAILS @ 12" O.C. FOR EXTERIOR SHEATHING, EXCEPT USE WALL-TO-FOUNDATION CONNECTIONS IN CONFORMANCE w/ DEAD LOAD: PER R301.4 8d NAILS @ 4" O.C. FOR PERIMETER OF EACH SHEATHING SHEET TABLE 3.3b OF LATEST EDITION OF WOOD FRAME SNOW LOAD: 20 PSF GROUND SNOW LOAD PER FIG. R301.2(6) o0 CONSTRUCTION MANUAL(WFCM) FOR 120 MPH FASTEST WIND WIND EXPOSURE CATEGORY'C' FOR 130 MPH 3 SECOND GUST ROOF FRAMING SPEED PER R301.2.1.4&FIG. R301.2(5)A RAFTER TO TOP PLATE TOE-NAIL 3 PER RAFTER TRUE CLG JOIST TO TOP PLACE TOE-NAIL 3 PER JOIST NORTH LOCATION LIVE DEAD DEFLECTION LIMIT CLG JOIST TO PARALLEL RAFTER FACE-NAIL 3 EACH LAP ® o 0 0 ROOF 20 PSF 15 PSF L/360 CLG JOIST LAPS OVER PARTITION FACE-NAIL 3 EACH LAPS° RIDGE STRAP EACH END 2 EACH END PROJECT p O FOUNDATIONS &FOOTINGS BLOCKING TO RAFTER TOE-NAIL 2-8d EACH END i2752o) ROOF 1. ASSUMED SOIL BEARING CAPACITY= 1,500 PSF RIM BOARD TO RAFTER END-NAIL 2-16d EACH END ASSEMBLY 2. CONCRETE TO BE 3,500 PSI @ 28 DAY TEST; REINFORCE TAX MAP NO.100035:1-16 THROUGHOUT WALL FRAMING # ISSUE/REVISION DATE 3. NEW FOOTINGS TO REST ON UNDISTURBED EARTH,WHERE TOP PLATE TO TOP PLATE FACE-NAIL 2-16d PER FOOT CONFIRMED TO BE FULLY INORGANIC. EXCAVATE AND REPLACE TOP PLATES AT INTERSECTIONS FACE-NAIL 4-16d EACH SIDE .00 FILING SET-ACCESSORY GARAGE 04.18.2024 WITH 6" CLEAN FILL OR BANK RUN WHERE DEEMED NECESSARY. STUD TO STUD FACE-NAIL 2-16d 24" O.C. HEADER TO HEADER FACE-NAIL 16d 16" O.C. FRAMING TOP OF BOTTOM PL TO STUD END-NAIL 2-16d PER 2x4 1. FRAMING LUMBER TO BE DOUGLAS FIR/LARCH STAMPED 3-16d PER 2x6 STRUCTURAL GRADE NO. 2 OR BETTER 4-16d PER 2x8 2. SHEATHING TO BE APA-RATED, EXPOSURE 1 DRAWN BY., ELLE FLOOR BOTTOM PLATE TO FLOOR JOIST CHECKED BY:J.LACHACHAPELLE ASSEMBLY . 3. SUB-FLOORING TO BE APA-RATED, EXPOSURE 1, WARMBOARD BAND JOIST, END JOIST, OR WHERE INDICATED BLOCKING FACE-NAIL 2-16d PER FOOT NOTE:THIS IS AN='x 17"SHEET 4. AT HEADERS OVER 6' PROVIDE DOUBLE UPRIGHTS;AT HEADERS DRAWINGS MAY BE PRINTED NOT TO SCALE OVER 9' PROVIDE TRIPLE UPRIGHTS FLOOR FRAMING 5. HEADERS TO BE 2x8 MINIMUM OR AS INDICATED JOIST TO SILL,TOP PLATE LaChapelle Architecture PLLC 6. PROVIDE DOUBLED FRAMING AT ALL OPENINGS INCLUDING TO GIRDER TOE-NAIL 4-8d PER JOIST P.O.Box 1251 STAIRS, ETC. BRIDGING TO JOIST TOE-NAIL 2-8d EACH END Mattituck,NY 11952 7. PROVIDE SOLI BLOCKING AT ALL FLOOR JOISTS AND ROOF BLOCKING TO JOIST TOE-NAIL 2-8d EACH END RAFTERS AT MAX. 8'-0", PROVIDE 2" SPACE FOR AIR (646)251-5058 fake@lachapeliearchitecture.com CIRCULATION AT ROOF BLOCKING TO SILL/TOP PLATE FACE-NAIL 3-16d EACH BLOCK 8. PROVIDE 2x4 STUD FRAMING,TYPICAL LEDGE STRIP TO BEAM FACE-NAIL 3-16d EACH JOIST JOIST ON LEDGE TO BEAM FACE-NAIL 3-8d PER JOIST BAND JOIST TO JOIST END-NAIL 3-8d PER JOIST �p E D qR BAND JOIST TO SILL/TOP PLATE TOE-NAIL 2-16d PER FOOT �� ACHq Fyn ROOF SHEATHING STRUCTURAL PANELS 8d TABLE 3.8 DIAGONAL BOARD SHEATHING: 71'f _k 1"x6" OR 1"x8" 2-8d PER RAFTER . 1"x10" OR WIDER 3-8d PER RAFTER 03393� CEILING SHEATHING GYPSUM WALLBOARD COOLERS 5d 7" EDGE 10" FIELD WALLSHEATHING Nn.N�N°xE„"EE�N" � P�xE�a �E uxwrzcrvNE NICNFWmussorwxnxExmEeaorxcrmavrencx rtnrNmonm a STRUCTURAL PANELS 8d TABLE 3.9NE0.NOCMM 6F5O pW ON;O"O LETONSW YBElNO¢%C ReY HC NPEP FO"�rtl�Wf�O11MPOW2�0Y0MENC�NT erON�co"itElloOxE00Fixn PROi�tt'f�er FIBERBOARD PANELS "�"" �� N� �� P= ®cwrrscirtxmc wcx�EUEuxxrtcrvrtEw.c 7/16",25/32" 8d 3"EDGE 6" FIELD NAILING &STRAPPING PARTICAL BOARD 8d TABLE 3.9 FLOOR SHEATHING STRUCTURAL PANELS <1" 8d 6" EDGE SHEET NO: 12" FIELD GA3 STRUCTURAL PANELS >1" 10d 6" EDGE 12" FIELD SHEET 3 OF 9 e SCTM:1000-35.-1-16 RUNOFF VOLUME-NEW ACCESSORY GARAGE: H O DG ES ZONE:R-40 2"x 386 SF EXIST. ROOF AREA=64 CF RUNOFF CODE EXISTING PROPOSED COMMENTS REFERENCE 64 CF=479 GALLON DRY WELL,OR RESIDENCE LOT INFORMATION: V=Tr r z h PROPOSED 386 SF 410 SOUND ROAD LOT AREA(SF) 40,000 10,772 NO CHANGE NONCONFORMING §280 ATT.3:1 64 CF=Tr x 4 x h ACCESSORY GARAGE GREENPORT NY 11944 LOT WIDTH (FT) 150 75 NO CHANGE NONCONFORMING h=5.1'TALL TRIM EVERGREEN TREES AT PROPERTY LOT LENGTH(F 175 143.41 NO CHANGE NONCONFORMING THEREFORE PROVIDE 4'0 x 6'TALL RING PERIMETER SO THAT BRANCHES ARE EXISTING HOUSE AREA(SF) -- 868 NO CHANGE -- CLEAR OF NEW GARAGE FRONT STOOP AREA(SF) -- 54 NO CHANGE -- GENERAL STORMWATER NOTES: o GARAGE AREA SF -- 312 386 -- -INSTALL DRY WELLS MIN. 10'FROM HOUSE �50SF SHED REAR ADDITION(SF) -- 87 532 INDICATED IN 1992 .*� O SCREENED PORCH -- 0 141 -INCLUDE LEAF AND SEDIMENT SUMP TRUE Q. BACK DECK AREA SF -- 58 124 UPSTREAM OF THE DRY WELLS SURVEY REMOVED NORTH ° PREVIOUS TO THIS 0 0 00 SHED -- 0 NO CHANGE PREVIOUSLY REMOVED o APPLICATION o TOTAL COVERAGE SF 1,379 2,105 2154 ALLOWED DEMOLISH EXISTING \ ® oQ gyp, 20% 12.80% 19.54% CONFORMS §280-124 ACCESSORY GARAGE NORTH T O O SETBACKS: UNDER SEPARATE FILING / FRONT YARD F 35 8.1 NO CHANGE NONCONFORMING §280-124 (312 SF) s < / •O \ \ \ TAX MAP N0.1000.35:1-16 SIDE YARD F 10 13.8 NO CHANGE CONFORMS §280-124 / BOTH SIDE YARDS(FT) 25 42.3 40.1 CONFORMS §280-124 / � i it ISSUE/REVISION DATE REAR YARD F 35 88.2 71.3 CONFORMS §280-124 �.' c / , i ��A ,00 REVISED FILING SET•GARAGE 10.28.2024 SEE DWG G7 FOR COMPLIANCE WITH !�'' LEAF §280-208 PYRAMID LAW SUMP NEW DRY / ` \ yRa , WELL REMOVE EXISTING ENTRY /' \ b13 \ DRAWN BY:J.LACHAPELLE PORCH(31 SF)AND [3 R[3 / �cS \� , CHECKED BY:J.LACHAPELLE ADDITION(81 SF)UNDER oQ / `T' `� \ 6� ' \ NOTE:THIS IS AN 11"x 17"SHEET SEPARATE PERMIT ,b1z /ool DRAWINGS MAYBE PRINTED NOT TO SCALE \46 LaChapelle Architecture PLLC �, /• / \ �'/ — NEW DRY WELL \ P.O.Box 1251 `/ zy PROPOSED ADDITION Mattituck,NY 11952 (673 SF)&DECK(124 SF) > (646)251-5058 jake@lachapellearchitecture.com UNDER SEPARATE FILING /' DRIVEWAY EXISTINGi � / / 2-STORY \''�0, � EDAR EXISTING FRONT RESIDENCE \ � i / ��5 � OHgACtii>, STOOP TO �9 (868 SF) REMAIN(54 SF) a� `�yo� EMOVE ISTING BACK fk ECK( IyNDER N EP TE RM� / '/ APPROX. LOC. Lp A 0 $ / EXISTING �j 0 G2 LEACHING RING �oF N014 Q / �O •\.• [NIB DRAMMO WAX 11gTRNR[x[oYOLFMCIINDR[mMRMO t�[p ROP[R[Ym L10NAPFLLY �IBf[O[�M[a[HAxDG kiO[Hzilop ORD[RTM[BgAY 0egA0[IXC[T BY I�.iCN4PRu �) PLL4YHI!ORAVMO MAY n010[W[D OYOin[R PAIrtg9 i0R0*N[R vgOi[c!; 'OO \. ropADDRpNTOIin[PRN[Ci BTOIn[R PAmss DRiOR[OMPLRpN O,Tp9 YR01[Cf OY R PARYIESO oDPYFIONITb•USigP0 MOP4eNAPC��RLCNR[PLLC Q TRUE • /.•/ 1�3$0 NORTH SITE LAN DIMENSIONAL DATA IS OBTAINED FROM SURVEY BY PJM / LAND SURVEYING,PLLC DATED 10/18/2023,WITH OVERLAY /• /ao OF PROPOSED WORK BY LACHAPELLE ARCHITECTURE PLLC. 0 0 TREE LOCATIONS ARE APPROXIMATIONS FROM AERIAL PHOTOGRPAHY AND SHOULD PROJECT SHEET NO: OSITE PLAN BE CONFIRMED WITH FIELD MEASUREMENT; NORTH GA4 SCALE: 1/16" = T-O" SOME TREES NOT SHOWN (27 52') SHEET 4 OF 9 DOOR SCHEDULE HODGES RESIDENCE ID ASSEMBLY MAKE/MODEL R.O. HARDWARE I NOTES QTY 410 SOUND ROAD 21 PATIO DOOR ANDERSON AFD13068 37"w x 802"h PER OWNER E-SERIES,TEMPERED, LH 1 GREENPORT,NY 11944 22 ROLL-UP GARAGE DOOR TBD 108"x 84" PER OWNER INSULATED,MOTORIZED 1 23 BARN DOORS TBD 108"x 8411 PRIVACY, DEADBOLT DOUBLE SWING DOORS w/GLAZING 1 .— Qo TRUE O X. NORTH o° ° O PROPERTY LINE ® o PROJECT 00 NORTH (27.52°) ,ym•"'P 7"REINFORCED 2X8 ROOF RAFTERS @ 24"O.C., I 1---� LINE OF EAVE LINE OF FOOTING o TAX MAP NO.100035.1-15 CONCRETEAPRON r----------------2x8JOtSla� R-ATTIC-STeRAGE----- ----------- --------------------� �n @ 24"O.C. I I # ISSUE/REVISION DATE 04 I I I .00 FILING SET-ACCESSORY GARAGE 04.18.2024 { - 1 1n e I 32 ! 1 - __ -- - - -- - --— --- -- --- - ----- - -- ------- - - MOTORIZED DRAWN BY:J.LACHAPELLE J : a. • I ROLL-UP DOOR .I' -I � _ •�• •'' I ! CHECKED BY:J.LACHAPELLE .I I L -r •"�I �' I NOTE:THIS IS AN='x 17"SHEET I DRAWINGS MAY BE PRINTED NOT TO SCALE - - - j -r; CDP N p G SPA -#-, i — — — LaCha elle Architecture PLLC �' II Ir j ► ��\ I ' . '`�` I P.O.Box 1251 Mattituck,NY 11952 f I .i,, I,• � _ I ! (646)251-5058 jake@lachapellearchitecture.com il • .1 ! 'I I •� a ! ED � . �l — — I ACHq ACy i 1 I I I I P << n I ! _ I 21-411 01 V-0" I 25'-811 %---------- ------------------------------------------------------- �� c O 1'-0" 03393 33'-8" �F N E`N EAVE OVERHANG ELECTRICFEED FROM MAIN 4"REINFORCED I X5D"AW NO6PN 4flUM."aibErs"RPNrsF MP NS XE PrsOPEP OF UL N➢"F PANEL TO SUBPANEL IN CONCRETE ENTRY PAD raRw rsEcumussarwxEmwiXF PaaERForswmcxrt¢PUPnrsm" UENR 0.MO�1 W,E[E.Kl[AHIIOfd,OP OFLETOHS M•Y eC"4ce Fltt[Pf R IFCItOPFI1F GARAGE;SIZE ADEQUATE fOP�iO1Nb PfrohRBYOfIrtNPMIW.OPFRI WP1FipN 61,P:.iPNFRo•' AHIVS,Val"OYf"¢YRR"EI1 W16FMiOF 1ptlWP[,FEprsOUIERYRPLLG - ®C011 W GM MI14C WP ELLE MCIRFCNFB RlL i FOR ELECTRIC CAR TRUE CHARGING-CONSULT WITH NORTH OWNER FOR NEED GROUND FLOOR PLAN SHEET NO: PROJECT O1 GARAGE GROUND FLOOR NORTH GA5 SCALE: 1/4" = 11-O" (27 52') SHEET 5 OF 9 HODCES SKY PLANE / I RESIDENCE SIDE YARD SETBACK , I BEGA WALL DOWNLIGHT 410 SOUND ROAD (633580/131-K/K3/6) GREENPORT,NY 11944 o / o 12 p o0 ® o O / 7TRUE NORTH LOT LINE SIDING PER OWNER NORTH o PROJECT Q NORTH bN (27.52°) y a- CV TAX MAP NO.1000-35:1-16 0 _ a- O p p # ISSUE/REVISION DATE ti .00 FILING SET-ACCESSORY GARAGE 04.18.2024 I DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAY BE PRINTED NOT TO SCALE 1 ELEVATION O SCALE: 1/4" = 1'-0" I LaChapelle Architecture PLLC P.O.Box 1251 Mattituck,NY 11952 ASPHALT SHINGLES TO, MATCH MAIN HOUSE (646)251-5058 jakeQlachapellearchitecture.com ��R c E D AR 2'.4' �bc� �TF 10. 03392P �¢� `T OF N EW 04 r 1'af MNN9XORRN Ix41PUMFHYOi SERIREAMTDPEMA1P51M PRJPERRDF LCHO➢n i e ' APDpIFLNRE FIILWFfl�PDYS50l WI¢TIEA EPPD1EDfi'M YADDHR6PRmME0 C1 I� 02NIE0.MDCWWG6,KlEAA110l14,OPC4fiI�Gl4MnY0EMADEI%ffDEBYUCMIPF1tE APCgIFL1DPEPLLC}IDS DMWND MAYNT DEDlFD DY011¢PPMPB WPDPO�PPDEDI9, iDPADDPIDNTD1Xtf PPOlEDfBYDEMPP4PIIED.OPi011CDM0.fltlil Kil®'Rp1ECYA aTGA PAPIIFl,NIPGDtT¢MLIRMDCfiSFNTDYIACINVE4EAPCNIIECNR PLLL ®CDIYPIG210]14DMRP[LLE A0.IDRCNPE PILD SIDING PER WEST&SOUTH OWNER ELEVATIONS to SHEET NO: O SCAL :OUH1/4" =ELEVATION I GA6 SHEET 6 OF 9 HODGES \ RESIDENCE BEGA WALL DOWNLIGHT SKY PLANE (B33580/BLK/K3/6) \ SIDE YARD SETBACK 410 SOUND ROAD GREENPORT,NY 11944 000 12' 010,01010, \ SIDING PER OWNER o0 01010, o 1 ® .�TRUE 0 Bov.Nl��e qo NORTH LOT LINE NORTH > O O�Oo o Q ® ,o oo° o d PROJECT 11111111111.1 H. NORTH r1N I (27.52°) cCV \MOLE I _ TAX MAP NO.1000.35:1-16 O O # ISSUE/REVISION DATE r` .00 FILING SET-ACCESSORY GARAGE 04.18.2024 i co DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE DOUBLE SWING DOORS WITH NOTE:THIS IS AN='x 17"SHEET OEAST ELEVATION GLAZING, PER OWNER DRAWINGS MAY BE PRINTED NOT TO SCALE 1 SCALE: 1/4" = 1'-0" LaChapelle Architecture PLLC P.O.Box 1251 ASPHALT SHINGLES TO, Mattituck,NY 11952 MATCH MAIN HOUSE (646)251-5058 lake@lachapellearchitecture.com y �RED C H, yid , rIN 2''Y AR Fi �� O * �c 0339 � O N F N E`N 1 11U40MPON0 bININ4TRUMEN101 SCPVIOEPIIDPFPWx41Ne PPOPEPfYOf VONMEILF �1g1ECNPE RlCP2YA1FS401 WNEiHFATN[PPOIFOT f011WHIUNRb PPtPMID b r� NOGWNUES,KTFRIOWW,OPCFEEiNW461ATBENMEEN¢PIBYI.YBFPELL NrtM1E0NPe RIGTNb DPPYIWG M4TNOi aEUSED BY OINFA PAPPBPOPOB¢AR10)et, mODOIIpNT01lm PPOIECT BYUMFPPARRE9.OPIOPC�I£1WNKT1®FPOIERBT IRP PUR¢4.xm+om rxe Prtanm coxserrt a wumlc amaRcruPe Pbe ®C W fFRM 10].IACNCPFYF YKMrtMi¢R1 L SIDING PER EAST& NORTH OWNER ELEVATIONS SHEET NO: ONORTH ELEVATION GA7 SCALE: 1/4" = T-0" SHEET 7 OF 9 HODGES RIDGE VENT&ZINC STRIPS ON PROVIDE STRAPPING RESIDENCE BOTH ROOF FACES THROUGHOUT PER CODE;SEE A3 410 SOUND ROAD 2x8 RAFTERS AND GREENPORT,NY 11944 JOISTS @24"O.C. RIDGE — — — — — EL. +12'-9" O Oo TRUE o�go�,N P�N� GJo NORTH ,�� p O 12 ® 7 NORTH PROJECT O (27.52°) °° TAX MAP NO.100435:1-16 # ISSUE/REVISION DATE .00 FILING SET-ACCESSORY GARAGE 04.18.2024 IpN E DRAWN BY:J.LACHAPELLE AVE VENT; REVIEW WITH c— CHECKED BY:1.LACHAPELLE ARCHITECT FOR ADEQUATE CV VENTILATION AREA NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAYBE PRINTED NOT TO SCALE COMPLIANCE WITH ENERGY LaChapelle Architecture PLLC P.O.Box 1251 CODE FOR THIS Mattituck,NY 11952 UNCONDITIONED GARAGE IS (646)251-5058 jake@lachapellearchitecture.com NOT REQUIRED;PROVIDE `-�� 3.5"BATT MINERAL WOOL AT WALLS,5"CLOSED-CELL SPRAY FOAM AT ROOF WITH RE D AR, 2"VENTILATION TRAYS �A�ygp.yam R ABOVEw�P� << " O O a �` jE I: ` �y/l �I 036'1 yU OL GROUND FLOOR �F N �. NOM.2"ABOVE I' I GRADE p .•l .• . l4'•. 1RSORA'MNCRAYINSTRU[1EMOP5[RRCE PII"REMAINSTIE PRPERtt OI VfHAPFt1L NGNRECNPE PtIt REGORdFSSPi WNENIERINE PNMEM PORWNIW RRPPFPAREDR O •..1,0:,• • ,I'° ARCE q�fEC�NREPLLL.IHI�5pR4'MtlOMAYXR[BfR UY8 BY�01NERPNRIF:fg10MFR PP01[M5. RPPg110NTD1W4PRYIEMBYMH¢RPMIiq 011lOR COlN[ERtti OPTS PPOIEMeY SEE 1/GA9 FOR FOOTING P. SECTION SEE 1/GA9 FOR SLAB ASSEMBLY SHEET NO: OSECTION GA8 SCALE: 112" = 1'-0" SHEET 8 OF 9 2x4 STUD FRAMING,TYP. PVC TRIM NOTES HODGES ZIP SYSTEM WALL SHEATHING OR PROVIDE 1. USE'CORTEX'HIDDEN FASTENING SYSTEM BY TIMBERTECH w/ RESIDENCE PEEL-AND-STICK MEMBRANE WITH PLUGS AND#8 SCREWS;SELECT SCREW LENGTH APPROPRIATE 410 SOUND ROAD PERMEANSE BETWEEN 6 AND 25 PERMS ON 4' FOR TRIM THICKNESS AND SUBSTRATE. GREENPORT,NY 11944 SHEATHING 2. ANTICIPATE THERMAL MOVEMENT IN USE OF PVC TRIM; PROVIDE SIDING PER OWNER JOINTS FOR EXPANSION AND CONTRACTION,AS WELL AS SUFFICIENT FASTENING TO AVOID WARPING AND OIL-CANNING IN °o WARM WEATHER. 3. USE MINIMUM(2)FASTENERS EVERY 16"FOR TRIM BOARDS UNDER TRUE 8"IN WIDTH AND(3)FASTENERS EVERY 16"FOR TRIM BOARDS NORTH O Apo 0 0 0 OVER 8'IN WIDTH.FASTENERS MUST PENETRATE SUBSTRATE 1 z" o FASTEN P.T.SILL PLATE TO CONCRETE MINIMUM. ® STEM WALL 0 2'S.S.THREADED ROD 4. GLUE TRIM TO SUBSTRATE WHENEVER PRACTICAL, USING LIQUID PROJECT p O 48"O.C., LOCATE ONE ROD OR i2752-) @ NAILS OR SIMILAR ADHESIVE. J-BOLT WITHIN 3Z"OF ENDS OF EACH 5. USE SCARF JOINTS AND APPLY CELLULAR PVC CEMENT TO ONE TAX MAP N0.100035:116 PLATE; MIN 12"EMBED IN CONCRETE; SURFACE. FASTEN AT BOTH SIDES OF JOINT. USE CEMENT w/CURE (R403.1.6) TIME LESS THAN 2 HRS. a ISSUE/REVISION DATE SLOPE GARAGE SILL GASKET ABOVE AND BELOW 6. SAND RIPPED EDGES TO CLOSE OPEN CELLS(DISCOURAGES FLOOR 1/8"PER ^d°' I'�°� a• TERMITE SHIELD;AND 20 oz COPPER DRIP WATER ABSORPTION AND RESULTANT ORGANIC GROWTH). .00 FILING SET-ACCESSORY GARAGE 04.18.2024 .a11 +I 7. CLEAN PVC TRIM ACCORDING TO MANUFACTURER INSTRUCTIONS FT FROM BACK Id' N 4 GARAGE SLAB w/6 GRID WOVEN PRIOR TO PAINTING. PRIME AS NECESSARY. TO FRONT ;_I,l,a WIRE FABRIC REINFORCING 8. USE PAINTS(WHERE REQUIRED)w/LIGHT REFLECTANCE VALUE • °. ti • :° A III i (LRV)OVER 55. USE SPECIALLY-FORMULATED VINYL-SAFE PAINT wl .Ip�I• d. • USE APPROVED EXPANSION JOINT SOLAR REFLECTIVE PIGMENTS. -- -- --- ? .+ MATERIAL AT PERIMETER OF SLAB 9. REPAIRS CAN BE MADE w/DAP'CRACK SHOT'FOR PAINTED TRIM. DRAWN BY:J.LACHAPELLE 0 `i { • PROVIDE 6MIL POLYETHYLENE VAPOR REPAIRS ARE NOT ALLOWED ON UNPAINTED TRIM. CHECKED sY:�.LACHAPELLE RETARDED UNDER GARAGE SLAB, NOTE:THIS IS ANII.,X1�"SHEET d I THOUGH NOT REQUIRED BY R506.2.3 DRAWINGS MAYBE PRINTED NOT TO SCALE I4 ;. PROVIDE#5 AR BUILD GARAGE SLAB ON UNDISTURBED LaChapelle Architecture PLLC I d REINF @ 3' NON-ORGANIC EARTH P.O.Box 1251 • O.C. IN BOTH DIRECTION(V RT.& Mattituck,NY 11952 dI.° e (646)251-5058 jake@lachapellearchitecture.com HORIZ.)INSTEM I` WALL % I - I a M 4� VIP �d 7� d 03393� OF N • {•d d y 4 .d , TLLSDRAVANDtl AN I1L[RU6ffM0P5W'ACCANDR[MNNSIHCPRJP[HITOP IACWV[LLC • d , ° APCMfFD1UR"PLLD RaWDIE550�vARM[R��PRDRMfOR WHCR'RtlPRD'PACD[! ue�CM9p�•-er -—HRP61P AIKMrtDNREP111.i165 CRAMND IM �DIIRP FP°I[LR, PW ADpDDxmTrePPO![tT C[mR emRw u[DDt•PIETax nm PPDIFC[BT , DD¢A PARDo.1NlIpYI[1¢Wim p WrefNfa[uGlartuCAMYufECNtSTIG ®W PIRDIR C%•IPp1GPFIIC OMPIECNR[ft!C DETAILS PROVIDE STRAPPING THROUGHOUT PER CODE;SEE GA3 SHEET N0: D TYPICAL WALL IECTION AT GARAGE GA9 SCALE: 1z" = 1'— " SHEET 9 OF 9