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HomeMy WebLinkAbout52137-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#: 52137 Date: 07/31/2025 Permission is hereby granted to: Kenneth Corrigan PO BOX 809 Cutchogue, NY 11935 To: legalize "as built" additions and alterations to an existing single-family dwelling as applied for. Additional certification may be required. Premises Located at: 21655 Route 25, Cutchogue, NY 11935 SCTM# 108.-3-10 Pursuant to application dated 05/30/2025 and approved by the Building Inspector. To expire on 07/31/2027. Contractors: Required Inspections: Fees: As Built Addition/Alteration $876.00 CO-RESIDENTIAL $100.00 Total $976.00 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 lint)� ://ww . outhoidtownn v -o Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E C E � W E I PERMIT NO. � Building Inspector-, M AY J 0 2025 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. Building Department Town of Southold Date:May 1, 2025 I OWNER(S)OF PROPERTY: Name:Kenneth Corrigan SCTM# 1000-108.-3-10 Project Address: NY 11935 21655 Main Road, Cutchogue, Phone#:(516) 380-3041 Email:kencorrigan66@gmail.com Mailing Address:615 Mayflower Road, Mattituck, NY 11952 CONTACT PERSON: Name:Jake LaChapelle AIA 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: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERff INFORMATWNI Existing use of property:single-family residential Intended use of property_no Change Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? ClYes No IF YES,PROVIDE A COPY. lhap@r ms of the Tout Gods APPMAMON G HERE9r hURiDE fa t3te F?epartrsaR for fire resasnoe ofa t Plsrott pwrosaeit mo Itn orff�ofitaeTownatSoathold,Suffolk,Ceaft,fr+vYo.kaadenRrerapprpble Orfinwwcator fortMoermttsn of addtlon%afteradomor for roramWdr OermMlao as beech deKnbed.lbeapplkaataVemt0 coo oil wtdtaaappiCibt!tawt, butt�goadR, housing code and rmpdatloas and to admit aoftwized bmpaMm an pr km and 1n for neoessary wapect�om false adrbetrenls lade trer ein are ptnlshable as a Class A rokdoloaanor pUnana o seclaoe ZMAS of dme War Ywkst m P W taw_ Appl6cation Subfnimd By(grin a r LaChapelle AIA Authoriz ,fit 00wner Signature of Applicant; Date: � 30� 25 'La CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 Qualified In Suffolk County Ca t/ COUN°rY OF Commission Expires April 14,2 O Jake LaChapelle -being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (%he is the agent � �� �����(Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duty 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 ) w day o , ,20 Notary Public (Where the applicant is not the owner) 1 Kenneth Carrigan 615 Mayflower Road, .....w__..__...__.residing at Mattit ck, NY 1119�52 do hereby authorize Jake LaChapelle to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Cate Kenneth Corrigan Print Owner's Name CORRIGAN �d MsA RESIDENCE DRAWINGLIST 21655 MAIN ROAD 21655 ROA CUTCHOGUE,NY 11953 A1.00 DRAWING LIST,ABBREVIATIONS, SYMBOLS, & NOTES A2.00 NOTES A3.00 NAILING C U TC H O G U E, NY FADDITIO A4.00 ENERGY CODE SCHEDULE &STRAPPING DETAILS A5.00 SITE PLAN SCTM#-1000-108.-3-10 A6.00 ADDITION FIRST FLOOR PLAN A7.00 ADDITION EAST ELEVATION c� A8.00 DETAILS NOTE: DO NOT SCALE FROM DRAWINGS OTAX MAP NO.1000.108:3.10 # ISSUE/REVISION DATE <0�1` .00 FILING SET 07.10.2025 4C). S SYMBOLS REGULATORY NOTES ABBREVIATIONS DRAWN BY:J.LACHAPELLE 1. THIS APPLICATION FOR BUILDING PERMIT IS =1LED WITH THE A.F.F. ABOVE FINISH FLOOR GWB GYPSUM WALL BOARD CHECKED BY:J.LACHAPELLE —LEVEL TOWN OF SOUTHOLD BUILDING DEPARTMEPJT, IN ALT ALTERNATE NOTE:THIS IS AN ll"x 17"SHEET THIRD FLOOR CONFORMANCE WITH THE TOWN CODE CHWTER 144. APP. APPLIANCE(S) HM HOLLOW METAL DRAWINGS MAY BE PRINTED NOT TO SCALE AO WINDOW EL. +31'-3" HT HEIGHT ELEVATION ABOVE 0'-0" 2. THE CONTROLLING CODE IS THE 2020 BUILDNG CODE OF NEW B.O. BY OTHER H.P. HIGH POINT LaChapelle Architecture PLLC 2O DOOR YORK STATE AND THE 2020 ENERGY CONSEFVATION CODE OF P.O.Box 1251 NEW YORK STATE, IN COMBINATION WITH THE TOWN CODE. C/C CENTER TO CENTER MECH. MECHANICAL Mattituck,NY 11952 ELEVATION NUMBER CLG CEILING MTL METAL (646)251-5058 jake@lachapellearchitecture.com 1O PARTITION TYPE A6 SHEET NUMBER 3. REFERENCE HEREIN TO 'BC' SHOULD BE CONSTRUED TO MEAN CMU CONCRETE MASONRY UNIT THE APPLICABLE BUILDING CODES OF NEW FORK STATE. CONC CONCRETE PTD PAINTED CONT. CONTINUOUS 1 4. THIS SINGLE-FAMILY HOME OCCUPANCY CLASSIFICATION IS CONT'D CONTINUED RCP REFLECTED CEILING PLAN A3 1 DETAIL NUMBER RESIDENTIAL GROUP R-3 UNDER BC CHAPTEP,3. IERED Asp A4 SHEET NUMBER D.H. DOUBLE HUNG O.C. ON CENTER , �ncMq�'S�� 5. THIS STRUCTURE IS CLASSIFIED AS CONSTRUCTION TYPE V(B) DIM. DIMENSION (UNPROTECTED WOOD FRAME)UNDER BC TABLES 601 AND 602. DIA. DIAMETER SIM. SIMILAR ^ DISC. DISCONTINUOUS S.S. STAINLESS STEEL 6. TO THE BEST OF MY KNOWLEDGE THE WORk,PROPOSED DWG DRAWING STL. STEEL w J HEREIN IS COMPLIANT WITH ALL APPLICABLE LAWS, CODES, o3ss3o AND REGULATIONS. ELEC. ELECTRIC TYP. TYPICAL p STAIR DIRECTION LABELS ENG. ENGINEER �O� N00 EB EQ. EQUAL V.I.F, VERIFY IN FIELD UP DN INSPECTIONS EXIST. EXISTING W/ WITH FL FLOOR WRB WEATHER RESISTIVE BARRIER SC SMOKE+CARBON MONOXIDE DETECTOR SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH THE WD. WOOD SMOKE AND CO DETECTORS SHALL COMPLY REQUIREMENTS OF BCNYS 1704&1705. °".P ,.o ,�,. FELL. """" WITH UL 268,7th ADDITION FOOTING SCOPE O F WORK DRAWING LIST, FOUNDATION ABBREVIATIONS, MATCH LINE FRAMING, TIE-DOWN/STRAPPING AND PLUMBING THE GENERAL INTENT OF THE WORK IS TO OBTAIN A CERTIFICATE OF SYMBOLS, & NOTES CENTER LINE PERIMETER INSULATION OCCUPANCY FOR A LIVING ROOM ADDITION. NO CHANGE OF USE OR ROUGH ELECTRIC OCCUPANCY IS PROPOSED, SHEET NO: BREAK LINE INSULATION AND CAULKING ENERGY CODE COMPLIANCE FINAL SHEET 1 OF 8 GENERAL NOTES GENERAL NOTES GENERAL NOTES CORRIGAN RESIDENCE 1. ALL WORK TO BE PERFORMED BY LICENSED TECHNICIANS TO 7. PROPOSED GWB FINISHES MUST COMPLY WITH EC CHAPTER 8. 14. PRIOR TO COMMENCING OPERATIONS ON SITE THE ACCOMPLISH THE WORK AS OUTLINED IN THIS SET OF TAPED, PRIMED, AND PAINTED GWB IS ALLOWED UNDER BC 803 CONTRACTOR SHALL PROVIDE BOTH OWNER AND ARCHITECT 21655 MAIN ROAD DRAWINGS AND AS MAY BE REQUIRED BY THE WORK. ALL AND QUALIFIES AS A CLASS-A MATERIAL WITH FLAME SPREAD 'ACORD' INSURANCE FORM LISTING THE FOLLOWING PARTIES AS CUTCHOGUE,NY 11953 PLUMBING AND ELECTRICAL WORK SHALL BE CERTIFIED BY INDEX LESS THAN 25 AND SMOKE-DEVELOPED INDEX BELOW 450. ADDITIONALLY INSURED: PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE THIS EXCEEDS THE REQUIREMENTS OF BC TABLE B03.13 FOR THIS KENNETH CORRIGAN FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS.ALL OCCUPANCY R-3. LACHAPELLE ARCHITECTURE PLLC WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A THE CONTRACTOR MAY NOT BEGIN SITE OPERATIONS OF ANY SYSTEMATIC MANNER.ALL WORK PERFORMED BY THE 8. INTERCONNECTED SMOKE DETECTOR ALARMS SHALL BE KIND UNTIL THE ABOVE IS PROVIDED. CONTRACTOR SHALL CONFORM TO APPLICABLE CODES, PROVIDED IN CONFORMANCE WITH 'FIRE CODE'1103.8 AND REGULATIONS,AND INDUSTRY STANDARDS. CARBON MONOXIDE DETECTION EQUIPMENT MUST BE PROVIDED 15. LACHAPELLE ARCHITECTURE PLLC HAS BEEN RETAINED BY THE IN CONFORMANCE WITH 'EXISTING BUILDING CODE' SECTION 804, OWNER TO PERFORM (1) SITE VISIT DURING CONSTRUCTION 2. IN ADDITION TO THE REQUIREMENTS OF THE APPLICABLE IF NOT ALREADY PRESENT IN THE BUILDING. PHASE ONLY, SOLELY TO IDENTIFY SUBSTANTIAL DEVIATIONS BUILDING CODES,ALL WORK MUST CONFORM TO FIRE FROM THE CONTRACT DOCUMENTS. LACHAPELLE ARCHITECTURE DEPARTMENT REGULATIONS, UTILITY COMPANY 9. CONTRACTOR TO SCHEDULE AND PROVIDE ACCESS REQUIRED PLLC IS NOT RESPONSIBLE FOR INTERPRETING THE INTENT OF THE REQUIREMENTS, AND BEST TRADE PRACTICES. FOR ALL INSPECTIONS.WORK MUST REMAIN ACCESSIBLE AND CONSTRUCTION DOCUMENTS DURING CONSTRUCTION PHASE, TAX MAPN0.1000108:310 EXPOSED UNTIL INSPECTED AND ACCEPTED IN WRITING BY THE INCLUDING MAKING MODIFICATIONS AS MAY BE NECESSARY # ISSUE/REVISION DATE 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE INSPECTOR. DURING THE CONSTRUCTION PHASE. LACHAPELLE ARCHITECTURE FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY IS NO LONGER LIABLE FOR WORK WHERE CHANGES HAVE BEEN .00 FILING SET 04.28.2025 DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS 10. CONTRACTOR MUST COMPLY WITH ALL BUILDING DEPARTMENT MADE TO THE WORK SUBSEQUENT TO PREPARATION OF THESE TO THE ARCHITECT. RULES OF OPERATION (SUCH AS HOURS OF ACTNITY)AND DOCUMENTS. INSURANCE REQUIREMENTS. 4. CONTRACTOR SHALL TAKE THEIR OWN DIMENSIONS AND FIELD 16. THE CONTRACTOR SHALL ENSURE THE STRUCTURAL STABILITY OF VERIFY ALL DATA CONTAINED HEREIN.THE DIMENSIONAL DATA 11. CONTRACTOR SHALL NEITHER INTERRUPT NOR RELOCATE ALL AREAS OF THE WORK THROUGHOUT OPERATIONS.THE CONTAINED IN THIS DRAWING SET ARE FOR INFORMATION BUILDING SERVICES WITHOUT WRITTEN REQUEST TO THE OWNER CONTRACTOR SHALL DO SO BY WHATEVER MEANS HE DEEMS DRAWN BY:J.LACHAPELLE ONLY.THE BUILDING IS NOT SQUARE OR PLUMB SO VARIATION AND RECEIPT OF WRITTEN CONSENT. ARE NECESSARY, INCLUDING BUT NOT LIMITED TO RETAINING A CHECKED BY:J.LACHAPELLE EXISTS IN THE DIMENSIONS OF THE EXISTING BUILDING.AS A LICENSED ENGINEER AT THE CONTRACTOR'S EXPENSE TO NOTE:THIS IS AN IVx17"SHEET RESULT DIMENSIONS OF NEW CONSTRUCTION MAY VARY FROM 12. CONTRACTOR SHALL FILE ALL NECESSARY CERTFICATES WITH THE OVERSEE AND ADVISE ON THE WORK. DRAWINGS MAY BE PRINTED NOT TOSCALE THOSE SHOWN. CONTRACTOR SHALL NOTIFY ARCHITECT OF DEPARTMENT OF BUILDINGS, PAY ALL FEES, OBTAIN ALL PERMITS DISCREPANCIES AS THEY ARISE. AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY CITY LaChapelle Architecture PLLC AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED. P.O.Box 1251 5. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY Mattituck,NY 11952 FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK 13. CONTRACTOR SHALL COORDINATE WITH OWNER'S SURVEYOR IN (646)251-5058 fake@lachapellearchitecture.com SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE ADVANCE TO PROVIDE FOUNDATION SURVEY AS SOON AS DRAWINGS. CONCRETE IS PLACED, AND SUBMIT TO SOUTHOLD BUILDING DEPARTMENT. 6. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES �,-RED qR WITH REQUIREMENTS OF LOCAL AUTHORITIES AND OWNER. ��,A ACy% tP �`� aei tl 'A 9� 933930 O ccOF NF_ nc s�nx ixsrmimrmor srmcE ax °cHrtrsmr.aeon a>4exrnrcnr.mcw+mox ioz unweu c c*x vuc NOTES SHEET NO: A11111k IONPA 0 SHEET 2 OF 6 CONSTRUCTION NOTES NAILING SCHEDULE STRAPPING DETAILS coRRIGaN 1. ALL WORK SHALL CONFORM TO THE AF&PA WOOD FRAME 1. NAILING PER NYS CODE;INCLUDING (5) 10d NAILS AT SILL AND 1. PROVIDE HURRICANE STRAPPING BY SIMPSON OR EQUAL RESIDENCE CONSTRUCTION MANUAL 2015 HIGH WIND EDITION PLATE OF ALL 2x6 STUDS 2. DESIGN LOADS AS FOLLOWS: 2. USE GALVANIZED FASTENERS FOR ALL FRAMING 2• PROVIDE (8) 8d COMMON NAILS IN EACH END OF 14" 20 GA. 21655 MAIN ROAD LIVE LOAD: PER TABLES R301.5 & R301.6 3. USE 6d NAILS @ 12" O.C. FOR EXTERIOR SHEATHING, EXCEPT USE GALVANIZED STRAP FOR LATERAL/SHEAR CONNECTIONS AT CUTCHOGUE,NY 11953 DEAD LOAD: PER R301.4 8d NAILS @ 4"O.C. FOR PERIMETER OF EACH SHEATHING SHEET RAFTER/ROOF-TO-WALL, WALL-TO-WALL,AND SNOW LOAD:20 PSF GROUND SNOW LOAD PER FIG. R301.2(6) WALL-TO-FOUNDATION CONNECTIONS IN CONFORMANCE w/ WIND EXPOSURE CATEGORY 'C'FOR 130 MPH 3 SECOND GUST ROOF FRAMING TABLE 3.3b OF LATEST EDITION OF WOOD FRAME PER R301.2.1.4& FIG. R301.2(5)A RAFTER TO TOP PLATE TOE-NAIL 3 PER RAFTER CONSTRUCTION MANUAL(WFCM) FOR 120 MPH FASTEST WIND CLG JOIST TO TOP PLACE TOE-NAIL 3 PER JOIST SPEED LOCATION LIVE DEAD DEFLECTION LIMIT CLG JOIST TO PARALLEL RAFTER FACE-NAIL 3 EACH LAP 1ST FLOOR 40 PSF 12 PSF L/360 CLG JOIST LAPS OVER PARTITION FACE-NAIL 3 EACH LAP ROOF 20 PSF 15 PSF L/360 RIDGE STRAP EACH END 2 EACH END FOUNDATIONS &FOOTINGS BLOCKING TO RAFTER TOE-NAIL 2-8c EACH END 1. ASSUMED SOIL BEARING CAPACITY = 1,500 PSF RIM BOARD TO RAFTER END-NAIL 2-16J EACH END ROOF 2. CONCRETE TO BE 3,500 PSI @ 28 DAY TEST; REINFORCE ASSEMBLY TAX MAP NO.1000-108:3-10 THROUGHOUT WALL FRAMING 2! 3. NEW FOOTINGS TO REST ON UNDISTURBED EARTH, WHERE TOP PLATE TO TOP PLATE FACE-NAIL 2-16d PER FOOT # ISSUE/REVISION DATE CONFIRMED TO BE FULLY INORGANIC. EXCAVATE AND REPLACE TOP PLATES AT INTERSECTIONS FACE-NAIL 4-16d EACH SIDE STUD TO STUD FACE-NAIL O.C. oo FILING SET 04.28.2025 WITH 6"CLEAN FILL OR BANK RUN WHERE DEEMED NECESSARY. 16d 16 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 BOTTOM PLATE TO FLOOR JOIST DRAWN BY:J.LACHAPELLE =:a- 3. SUB-FLOORING TO BE APA-RATED, EXPOSURE 1, 'WARMBOARD' BAND JOIST, END JOIST, OR FLOOR ASSEMBLY CHECKED BY:J.LACHAPELLE WHERE INDICATED BLOCKING FACE-NAIL 2-16d PER FOOT 4. AT HEADERS OVER 6' PROVIDE DOUBLED FULL-HEIGHT STUDS NOTE:THIS IS AN 11"x 17"SHEET FLOOR FRAMING DRAWINGS MAY BE PRINTED NOT TO SCALE AT EACH END;AT HEADERS OVER 9' PROVIDE TRIPLED FULL-HEIGHT STUDS JOIST TO SILL, TOP PLATE 5. HEADERS TO BE 2x8 MINIMUM OR AS INDICATED TO GIRDER TOE-NAIL 4-8d PER JOIST LaChapelle Architecture PLLC 6. PROVIDE DOUBLED FRAMING AT ALL OPENINGS INCLUDING BRIDGING TO JOIST TOE-NAIL 2-8d EACH END P.O,Box 1251 STAIRS, ETC. BLOCKING TO JOIST TOE-NAIL 2-8d EACH END Mattituck,NY 11952 7. PROVIDE SOLID BLOCKING AT ALL FLOOR JOISTS AND ROOF BLOCKING TO SILL/TOP PLATE FACE-NAIL 3-16d EACH BLOCK (646)251-5058 jake@lachapellearchitecture.com RAFTERS AT MAX. 8'-0", PROVIDE 2" SPACE FOR AIR LEDGE STRIP TO BEAM FACE-NAIL 3-16d EACH JOIST CIRCULATION AT ROOF JOIST ON LEDGE TO BEAM FACE-NAIL 3-8d PER JOIST CLIMATIC & GEOGRAPHIC 8. PROVIDE 2x6 STUD FRAMING, TYPICAL BAND JOIST TO JOIST END-NAIL 3-8d PER JOIST BAND JOIST TO SILL/TOP PLATE TOE-NAIL 2-16d PER FOOT CRITERIA ��RED ARc ENGINEERED WOOD ROOF SHEATHING 1. ENGINEERED WOOD PRODUCTS SPECIFIED IN THESE DRAWINGS STRUCTURAL PANELS 8d TABLE 3.8 GROUND SNOW LOAD 20 PSF FIG. R301.2(5)B �^ ARE WEYERHAUESER: DIAGONAL BOARD SHEATHING: WIND SPEED (ULTIMATE DESIGN) 130 MPH FIG. R301.2(5) k =" 2.0E MICROLLAM LVL BEAMS AND HEADERS (Fb = 2600 psi) 1"x6"OR Vx8" 2-8d PER RAFTER SEISMIC DESIGN CATEGORY B FIG. R301.2(2) 2.0E PARALLAM PSL BEAMS AND HEADERS (Fb = 2900 psi) 1"x10" OR WIDER 3-8d PER RAFTER WINTER DESIGN TEMP 110 F TABLE N1101.2 1.8E PARALLAM PSL COLUMNS (Fb = 2400 psi) FLOOD ZONE N/A FEMA FIRMETTE ��� 0339 0 CONTRACTOR MAY SUSBTITUTE EQUAL PRODUCT BY ALTERNATE CEILING SHEATHING FROST LINE DEPTH 36" c O� NE`N MANUFACTURER WITH WRITTEN REQUEST TO ARCHITECT GYPSUM WALLBOARD COOLERS 5d 7" EDGE WEATHERING PROBABILITY SEVERE FIG, R301.2(X) 10" FIELD TERMITE PROBABILITY MODERATE 2. TO INDICATE THE USE OF WALL SHEATHING TO HEAVY FIG. R301.2(7) ENGINEERED WOOD IN THIS WORK STRUCTURAL PANELS 8d TABLE 3.9 FIBERBOARD PANELS PLEASE AFFIX A PLACARD OR DECAL AT EXTERIOR ELECTRIC METER BOX IN A 7/16", 25/32° ROOF SHEATHING REQ'S 5; LOCATION LIKELY TO BE SEEN BY FIRST 8d 3"EDGE u RESPONDERS AND APPROVED BY 6" FIELD NAILING SCHEDULE& c„ LOCAL AUTHORITY, IN ACCORDANCE PART BOARD 8d TABLE 3.9 @PANEL EDGES @INTERMEDIATE SUPPORTS STRAPPING DETAILS WITH SECTION 1265 OF TITLE 19, NYS. 4' PERIMETER EDGE ZONE FLOOR SHEATHING 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. COLOR: REFLECTIVE RED PANTONE PMS STRUCTURAL PANELS <1" 8d 6" EDGE INTERIOR ZONE #187, REFLECTIVE WHITE BACKGROUND 12" FIELD 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SHEET NO: STRUCTURAL PANELS >1 10d 6" EDGE GABLE ENDWALL RAKE & RAKE TRUSS STROKE:2" 12" FIELD 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. A3000 SHEET 3 OF 6 WINDOW SCHEDULE, ENERGY CODE COMPLIANCE CORRIGAN U-FACTOR/R-VALUE RESIDENCE ID ASSEMBLY MAKE DIMENSIONS NOTES CITY ECCNYSa PROPOSED 21655 MAIN ROAD DA 5-CSMT BAY WINDOW ANDERSON 117"w x 58"h SILL @ 23" 1 0.65 <0.65(PASS) CUTCHOGUE,NY 11953 © TRIPLE-FIXED OVER AWNING WINDOW ANDERSON 143"w x 72"h SILL @ 11"-TEMPERED REQ. 1 0.65 <0.65(PASS) © DOUBLE-FIXED OVER AWNING WINDOW ANDERSON 8811w x 72"h SILL @ 11"-TEMPERED REQ. 1 0.65 <0.65(PASS) 1 EXTERIOR WALLS 3.5"FIBERGLASS BAIT - 4.35 15 2 ROOF 6.25"FIBERGLASS BATT - 20.0 21 3 FLOOR 5.5"FIBERGLASS BATT - 9.09 19 a-VALUES PER CODE IN FORCE AT THE TIME OF CONSTRUCTION(1990 NATIONAL BUILDING CODE,BOCA) TAX MAP NO,1000-108:3-10 SOLAR HEAT GAIN COEFFICIENT(SHGC)WAS NOT REGULATED IN THE ABOVE CODE If ISSUE/REVISION DATE .00 FILING SET 07.10.2025 ENERGY NOTES 1. THE WORK PROPOSED HERE MUST CONFORM TO ECCNYS R502 FOR ADDITIONS WHERE APPLICABLE,AND TO ECCNYS R503 REQUIREMENTS FOR ALTERATIONS WHERE APPLICABLE. DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE 2. AS REQUIRED BY ECCNYS TABLE R402.1.2 THE NEW PERIMETER NOTE:THIS IS AN II"x17"SHEET WALL ASSEMBLY MUST ACHIEVE R-20.THE NEW ROOF ASSEMBLY DRAWINGS MAY BE PRINTED NOT TO SCALE MUST ACHIEVE R-49. PROPOSED ASSEMBLIES EXCEED THIS; SEE COMPLIANCE CHART AT BOTTOM OF THIS SHEET. LaChapelle Architecture PLLC x251 1 Box 3. IN ACCORDANCE WITH R503.1.1.2 EXISTING CEILING,WALL, OR Ma P.O. , x 1 11952 FLOOR CAVITIES EXPOSED DURING CONSTRUCTION OF AN ALTERATION NEED NOT MEET THE REQUIREMENTS OF THE (646)251-5058 jake@lachapellearchitecture.com ECCNYS, PROVIDED THAT THE EXPOSED CAVITIES ARE FILLED w/ INSULATION. 4. REFER TO TABULAR ANALYSIS ABOVE FOR COMPLIANCE OF \ E R ED q�,c ASSEMBLIES w/ECCNYS. (376 SF ADDITION < 500 SF) %_Acy XY 5. AS REQUIRED BY ECCNYS R503.1.4 NEW LIGHTING SYSTEMS MUST CONFORM TO SECTION R404.1:ALL NEW FIXTURES WILL CONTAIN HIGH-EFFICIENCY LAMPS. ,J) ,► 161 p33s3o OQ� ` O� N,E�� n+""x<wxc a.x xurxuxm+or scxWrc nx u—urzo'rcio"cnawes"Fxn'irioiis on`oTMiitn omexr>xrxs.m wnmcrrx�aze ucwvEw. x c�iunc�c msrva<ruc ENERGY CODE COMPLIANCE SHEET NO: AM& 0 A4m%j SHEET 4 OF 8 SCTM:1000-108.-3-10 THIS DATA IS NOT TO BE RELIED UPON WITHOUT FURTHER ZONE:R-80 SURVEYAND CONFIRMATION COMM G+0 p n I GA CODE EXISTING PROPOSED ENTS REFERENCE RESIDENCE LOT INFORMATION: LOT AREA(SF) 80,000 42,575 NO CHANGE NONCONFORMING §280 ATT.3:1 LOT WIDTH (FT) 175 165 NO CHANGE NONCONFORMING 21655 MAIN ROAD LOT LENGTH (FT) 250 250.58 NO CHANGE CONFORMS CUTCHOGUE,NY 11953 EXISTING HOUSE AREA(SF) -- 2,213 NO CHANGE -- ' EXIST. REAR ADDITION SF -- 376 NO CHANGE -- Zy°y'' ♦` ago POOL 710 NO CHANGE -- " ' ♦ �, CABANA(SF) -- 200 v NO CHANGE -- 0�'g�0 ' ♦` TOTAL COVERAGE SF 3,499 NO CHANGE 8,515 ALLOWED* 20% 8,22% NO CHANGE CONFORMS i6� SETBACKS: §280-124 �• FRONT YARD FT 50 61 NO CHANGE CONFORMS SIDE YARD FT §280-124 ♦ �6,s 20 36 NO CHANGE CONFORMS §280-124 ' BOTH SIDE YARDS FT 40 92 NO CHANGE CONFORMS o0 REAR YARD FT §280-124 i•' 60 74.4 NO CHANGE CONFORMS §280-124 I' ' ' `. TAX MAP NO.1000-108.-3-30 *GROSS SQUARE FOOT LIMIT PER §280-207 ALSO ' ♦ # ISSUE/REVISION DATE ' APPLIES: �• o, "LOTS UP TO 80,000 SQUARE FEET OF LOT AREA:5,100 " SQUARE FEET PLUS 5%OF THE LOT AREA IN EXCESS .00 FILINGSET 04.28.2025 OF 40,000 SQUARE FEET UP TO A TOTAL OF 71100 ' SQUARE FEET MAXIMUM." Z - SO 5,100 SF + (2,575 x 5%) = 5,228.75 GSF ALLOWED i'' SWIMMING POOL ONDER � SEPARATE APPLICA� ON PEAR ADDITION PATIO (APPROXIMATN ACCESSORY CABANA AND POOL ARE b, (-376 SF) DRAWN BY:J.LACHAPELLE ' ♦ EXCLUDED FROM GSF CALCULATION, SO CHECKED BY:J.LACHAPELLE� ♦ THERE'S APPROXIMATELY 2,589 GSF y02�•' ` J NOTE:THIS IS AN It"x1T'SHEET EXISTING. --> OK SEE FLOOR �,I / �1 �Oy" ♦, DRAWINGS MAY BE PRINTED NOT TO SCALE ; / � PQQ ♦ PLAN A6 LaChapelle Architecture PL LC ALL STRUCTURES COMPLY WITH§280-208 ♦SKY PLANES j� / � � P.O.Box 1251 N♦` / j/ Mattituck,NY 11952 %SINGLE FAMILY, �y 1 �'°�_ (646)251-5058 jakeClachapellearchitecture.com �, ♦ YEAR-ROUND 0♦`-♦�6 ?` RESIDENCE `� (^2,213 SF) RED qRc POOL UM P ILTER rn ,°^ POOL 0 SE/CABANA 61- UNDER EPARATE /a- ♦ ♦ & � '' APPLI A��ON \1`7 033930 OQ- ♦; PER OLA FpF NE`t1�1 ♦ RIGHT OF WAY DATA IS OBTAINED FROM SURVEY BY VAN TUYL&SON �♦ ' °"`AP�" � nw� � ��T^�« DATED 6/4/1971 AUGMENTED BY GOOGLE EARTH � � �•33°" `N ROUGH DIMENSIONS EXTRACTED BY LACHAPELLE PROJECT ` ♦ �'y63 2 NORTH ARCHITECTURE PLLC-THIS DOCUMENT IS NOT TO BE ' (21.45°) SITE PLAN RELIED UPON FOR SITE ACTIVITIES WITHOUT y CONTRACTOR'S SURVEY FOR CONFIRMATION ` SITE PLAN �� SHEET NO: TRUE SCALE: 1/32" = T-0" .U.,. ' y°Z° NORTH A' 5 0 SHEET 5 OF 6 CORRIGAN — — — — — — — — — — — — — — — — — — — --- —N*4re— — — — — — — — — — — — — - -- — — RESIDENCE n n 21655 MAIN ROAD CUTCHOGUE,NY li953 CONFIRM 32"'x 921"PARALLAM PSL 2.OE Fb 2900 HEADER CONFIRM 2x4 @ 16"O.C. WALL FRAMING CONFIRM(2)2xlO HEADER SEE SHEET A4 FOR TAX MAP NO.1000-IOS.-3-io ENERGY CODE ISSUE REVISION DATE LIVING ROOM COMPLIANCE .00 FILING SET 07.10.2025 9 a? 9 zo 6 CONFIRM(2)2xlO HEADER BOTTOM OF RIDGE BEAM DRAWN BY.,J.LACHAPELLE EL. +10'-10" CHECKED BY:J.LACHAPELLE CEILING H.P. NOTE:THIS IS AN IV'x 17"SHEET EL. +1 V-7- r RAWINGS MAY BE PRINTED NOT TO SCALE CONFIRM 2x10 FJs @ 16"O.C. AND(3)2x8 GIRDER AT CONFIRM 5"'X 91" LaChapelle Architecture PLLC -eENTER— 4 2 PARALLAM PSL 2.OE Fb P.O.Box 1251 9 2900,2x8 RAFTERS @ 16' Mattituck,NY 11952 0.C. (646)251-5058 jake@lachapellearchitecture.com - - - - - - - - - - z 4- - - - - - I< L C, CARPET — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Uj LOW WALL AT 40" CONFIRM 5"'X 9"'PARALLAM 4 2 WOOD "77 PSL 2.OE Fb 2900 0 FLOORING CONFIRM CONTINUOUS 0 ME BEARING FROM RIDGE BEAM < 0 N TO FOOTING 0 CEILING EL. +T-10 3/4" ADDITION FIRST FLOOR J, PLAN SHEET NO: PROJECT LIVING ROOM ADDITION FIRST FLOOR PLAN NORTH SCALE: 3/8" = T-O" A6mOO SHEET 6 OF 8 CORRIGAN RESIDENCE 21655 MAIN ROAD CUTCHOGUE,NY 11953 TAX MAP NO.1000-108:340 # ISSUE/REVISION DATE .00 FILING SET 07.10.2025 DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE NOTE:THIS IS AN 11.x 17"SHEET DRAWINGS MAY BE PRINTED NOT TO SCALE LaChapelle Architecture PLLC / P.O.Box 1251 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com / �N �1_ACHgACyiJ 12'-0" - r 033930 0 23'-6" ADDITION EAST ELEVATION SHEET NO: D LIVING ROOM ADDITION EAST ELEVATION A 7 m Ull U SCALE: 3/8" = T-0" SHEET 7 OF 8 � � � � � � � � coRRrGaN D RESIDENCE 21655 MAIN ROAD JUL 3 1 2025 ,,fl CUTCHOGUE,NY 11953 I Town of s-outhow. / TAX MAP NO.1000.108:3.10 GRADE \//�/\ �--- 8 ISSUE/REVISION \� \\\ \\ DATE\\/\\ oo FILING SET 07.30.2025 DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAY BE PRINTED NOT TO SCALE CRAWLSPACE SLAB CRAWLSPACE LaChapelle Architecture PLLC M P.O.Box 1251 Mattituck,NY 11952 ° (646)251-5058 jake@lachapellearchitecture.com l� f SREDq�``a UNDISTURBED SOIL . ' 8 CONCRETE BLOCK C�� �E I-Acyq y FOUNDATION WALL AT t PERIMETER OF CRAWL SPACE / :? �+.�� r'► 16"x 12"CONTINUOUS4.1 ; ° REINFORCED CONCRETE (-) �� o ° FOOTING AT PERIMETER, 33930 C J CONFORMS W/R403.1(1) p O TYPICAL SECTION DETAIL @ FOUNDATION SCALE: 11" = V-0" DETAILS SHEET NO: A8 100 SHEET 8 OF 8