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Home My WebLink About51914-Z �o4%%of souryo`o Town of Southold * # P.O. Box 1179 53095 Main Rd wN a Ads Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46771 Date: 01/09/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 1995 Ruth Rd Mattituck, NY 11952 Sec/Block/Lot: 106.-7-7 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/03/2025 Pursuant to which Building Permit No. 51914 and dated: 05/12/2025 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: Additions and alterations including a covered patio to an existing single-family dwelling as applied for. The certificate is issued to: Kenneth McGorry , Mary McGorry Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51914 11/14/2025 PLUMBERS CERTIFICATION: Gevinski Inc 11/14/ 025 1��,A, L uthor e Si ature ��oFSa�ryo 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#: 51914 Date: 05/12/2025 Permission is hereby granted to: Anna Bajlak 1995 Ruth Rd Mattituck, NY 119520917 To: Construct additions and alterations to an existing single-family dwelling as applied for.Amended 7/7/25 for bedroom addition. Premises Located at: 1995 Ruth Rd, Mattituck, NY 11952 SCTM# 106.-7-7 Pursuant to application dated 04/03/2025 and approved by the Building Inspector. To expire on 05/12/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $722.00 CO Single Family Dwelling-Addition /Alteration $100.00 Amendment Fee $252.00 Total $1,074.00 Building Inspector of Sao 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#: 51914 Date: 05/12/2025 Permission is hereby granted to: Anna Bajlak 1995 Ruth Rd Mattituck, NY 119520917 To: Construct additions and alterations to an existing single-family dwelling as applied for. Premises Located at: 1995 Ruth Rd, Mattituck, NY 11952 SCTM# 106.-7-7 Pursuant to application dated 04/03/2025 and approved by the Building Inspector. To expire on 05/12/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $722.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $822.00 Building Inspector SO(/l�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road G Q P.O.Box 1179 A3 sean.devlin(aD-town.southold.ny.us Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Anna Bajlak Address: 1995 Ruth Rd City:Mattituck St: NY zip: 11952 Building Permit#: 51914 Section: 106 Block: 7 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Current Electrical & Lighting License No: 65941 ME SITE DETAILS Office Use Only Residential Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 32 Ceiling Fixtures 21 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 6 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 23 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt G8S Emergency Fixtures Heat Detectors 1 Disconnect Switches 3$ 4'LED Exit Fixtures Pump Other Equipment: Fridge, DW, W/D, Micro,Oven, Hood, 200A Panel 40 Circuit/ (8)Arc Fault Breakers Notes: One Story House w/ Unfinished Basement Inspector Signature: Date: November 14, 2025 1995RuthHouse LC + ,7- NASSAU E LE CT R, ICA NOV 7 2025 SUFFOL K INSPECTORS 159 Route 25A, Building 1 Suite B Miller Place, NY 11764 Telephone:631 495 8136 ? Fax:631 509 4538 ? E-Mail: Requests@SuffolkBEI.com CERTIFICATE OF- ELECTRICAL COMPLIANCE Applicant: Current Electrical&Lighting Certificate No.: 113985 Rough In Inspection Date: Final Inspection Date: Nov 05,2025 Application No.: Building Permit No.: 51914 County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed on behalf of the applicant named above,located at the premise of and not after the final inspection date abov— owner: Mary McGorry Site Location: 1995 Ruth Road,Mattituck,NY 11952 Owner's Address(if different): nx Residential E indoor Qx Basement Qx service Shed F1 commercial nx Outdoor Qx First Floor Pool Hottub F1 New Qx Renovation second Floor Attic/3rd Floor Garage E]Addition Survey PV Solar Generator Conversion F]Signs E]Battery Storage Other: INVENTORY Single Phase HeatO Duplex Recpt Ceiling Fixture 21 Dual Func Breaker Three Phase Hot Water GFCl Recpt�9 Wall Fixture Smoke Main Panel F 2001 AC Cond Single Recpt Recessed Fixture CO Detect Sub Panel AC Blower Range Recpt LED Lighting Smoke CO Combo Transformer Appliance Cld Dryer Recpt Emergency Time Clock Disconnect Switches 38 Twist Lock Exit Fixtures Pu.mps Ilk GFC]Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan Other Equipment:200 amp overhead service 200 amp panel 1-outdoor AG compressor The electrical work and/or equipment described above were inspected and was found to be in compliance with local, state and national electrical code requirements and this office. Applicant: Current Electrical &Lighting License No.: ME65941 Date Printed: Nov 05, 2025 Inspected I Signature: sa�ryo moo. 7W Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 � ,7 �l BUELDING DEPARTMENT j TOWN OF SOUTHOLD N 0 V 8 2025 CERT.1FIC4.T40N. Date: i `G Building Permit No. � ' Lj MC Owner• _ o y' f.. jleaseprinj) __._ ....Plumber:...__. .... ...:.. . .. _ - _ ,. _. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. L (Plumbers Signature) Sworn to before me this day of MARIA PRilu►S GANLEY ------ - Notary PublIC-State of New York NO.OIPR5003206 Qualified in Suffolk County My Commission Explies Oct 19,2026 Notary Public, Gpunty OFSOUIyOIo ��tq1TN OF SOUTHOL BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I.AAC/ -WrAl�lv LA b))j". � f A - -W- LaWd 4 6 �1 Z-- rf) 0 DATE INSPECTOR OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. o�+� 631-765-1802 Ia ► INSPEC ION [ FOU DATION 1ST/ REBAR [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 'PRE C/O [ ] RENT L RE ARKS: DATE INSPECTOR DOE SOUtyo Q TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [ ] FOUNDATION 1 ST/ REBAR [71NSULATIOWCAULKING UGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [.. ] _FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P C/O [ ]. RENTAL RE RKS: 4 ± v ✓�� w 4p C;)� DATE lk qw INSPECTOR OF SOUIyo� # # TOWN OF. SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUG PLBG. [ ]" FOUNDATION.2ND [ ] I LATION/CAULKING' [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ . ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R ARKS: C 6 vz2Sc S • *- /V, K- d 0� DATE lV 'bp INSPECTOR - pF SOUTyolo 51 � l �j TO # # WN OF SOUTHOLD BUILDING DEPT. cou ��o rm�' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION /[ ]-PRE C/O [ ] RENTAL REMARKS: Ciao PAP .1nQ DP7 DATE I INSPECTOR 4..._ TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 'y�,o• �a�� Telephone (631) 765-1802 Fax(631) 765-9502 htti2s://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only q APR - 3 2025 PERMIT NO. 1 Building Inspector: Applications and forms must be filled out in their entirety. Incomplete Bu1ld1n9®epa �nt applications will not be accepted. Where the Applicant is not the owner,an Town of Southold Owner's Authorization form(Page 2)shall be completed. Date:2025.04.02 OWNER(S)OF PROPERTY: Name:Mary.&NKen McGorry SCTM#1000-106. 7-7 Project Address: 1995 Ruth Road, Mattituck, NY 11952 Phone#:(917)359-6630 Email: _ Mailing Address:3 Orchard Farm Road, Port Washington, NY 11050 CONTACT PERSON: Name:Jake LaChapell_e Mailing Address:P.O. Box 1251, Mattituck, NY 11952 Phone#: 646 -558 E ( ) 2510 mail: . _ _ _ lake@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:Mark Davis Builder Mailing Address:P.O. Box 1493, Mattituck, NY 11952 Phone#: 631 767-0812 Email: _ __... ._ (_ _ ) _-_ .___. . _.. _. _ ... .Imcd1700@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $150,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY iNFORMATION Existing use of property:Single-family ;res. 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_Zlo this property? E]Yes®No IF YES,PROVIDE A COPY. 8 The owner/contractor/design.professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION it HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone, Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal.or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Lava. e- Application Submitted By( me): ke LaCha-hle BAuthorized Agent 13Ownet, Signature of Applicant: Date: q 3 STATE OF NEW YORK) SS: .COUNTY OF Suffolk 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 an&file this application;that all-statements contained in this application are true to the:bestrof his/Fier knowledge and-belief;and. that the work will be performed in the manner set forth in the applica4' `_ a therewith: - Sworn before me this day of 20-9 l Note. . 'STATE TA C R NOTARY PUBLIC,S TE OF.N EW.YORK Registration No.01SC5039767 Qualified,in Suffolk.County- " Commission.Expires.February 27 20: 7 Y. (Where the applicant is not the owner) I, Mary McGorry residing at 3 Orchard -farm Road; , Port Washington,'DIY d Jake LaChapelleo hereby authorize to apply on my beh If to the Town of. uthold Building Department for approval A d herein. Ow er'sSignature ° Date Mary McGorry . Print Owner's Name 2 } ti�S11Ffl►j,�`a BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o a Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh _southoldtownnv.gov - seand(&-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2 r; Company Name: Llp,�A..) tAyz Electrician's Name: Epw- Wltt �►.,� License No.: o!97-- 6,,5-7141 EI c. email: UeR,&AJT-.tV C C',,n� i[ Corn Elec. Phone No: -�(66-S'9Qq El I request an email copy of Certificate of Compliance Elec. Address.: PO 3 11 Tom, JOB SITE INFORMATION (All Information Required) Name: C cnc n Address: Qs- (Z UT4 1211b Nl(4-rim c lL l 1 Cross Street: Phone No.: Bldg.Permit#:51ci 1 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): N OLE— 1,tom67 12& U®V V&V Square Footage: Circle All That Apply: Is job ready for inspection?: YESO; I Rough In Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size01 Ph03 Ph Size: A # Meters Old Meter# ONew Service0 Fire ReconnectOFlood ReconnectOService ReconnectOUnderground OOverhead # Underground Laterals 1 M2 H Frame Pole Work done on Service? F1 Y N Additional Information: PAYMENT DUE WITH APPLICATION v 4p 57 91 7� t r 5 (0- 24 •2s- I o a r �038v ar ��1lffpl�(,c0 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD � 52.CD Town Hall Annex- 54375 Main Road - PO Box 1179 o ' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh D-south61dtownny aov - seandCaDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: CA Z� Company Name: a0eV1X- Da tn,v [ Electrician's Name: Epce h)iu,&t-3 License No.: EI c. email: U ag- LI ke C'n r►-� 9�� . CO�'''1 Elec. Phone No: 1-q66,57M I request an email copy of Certificate of Compliance Elec. Address.: PO V 8 -25 M 191- 7vllk- [ql�- JOB SITE INFORMATION (All Information Required) Name: MC C a r"?w Address: q S- (ZcfTA ,,ij -T7M C/t l l Cross Street: Phone No.: 9 j-+ Bldg.Permit#:51q 4 email: Tax Map District: ' 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wkot — ktomr- r2 e1A)0V V&V Square Footage: Lign Circle All That Apply: Is job ready for inspection?: YES Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service®Fire ReconnectOFlood ReconnectOService ReconnectOUnderground DOverhead # Underground Laterals 1 n2 H Frame Pole Work done on Service? DY MN Additional Information: PAYMENT DUE WITH APPLICATION V 4P �� rr r7 S 1 /0 3 go ar PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments ` s , 0 �5 c �•H O, a+? prc ' 72 N0 1 o v, cA O � O \1 -CAM` . c•' ,2 r.` DATE: FEB. 13, 2025 JOB NO:2025-034 Survey for: CERTIFIED KEN ETH McGORRY KENNE TH Mc G ORR Y & MARY MCGORRY FIRST AME MAR Y Mc GORR Y LZI€/�1N'�°T11�1,.E INSURANCE CR05S"`C*'1h RY.'-- - GA�,L•'L`GISAOA/ATIMA Lot 7, -Sunset Knolls, Section 2" At 4.;.. Mattituck " Town of Southold ` Suffolk County, New York S.C.T.M.: 1000-106.00—07.00—007.000 DAVID H. FOX,-L:S.-P.C." N.Y.S.L.S. #50234 FOX LAND SURVEYING J0 ° 30 64 SUNSET AVENUE WESTHAMPTON BEACH, N.Y. 11978 SCALE:1"=30' (631) 288-0022 NOTES: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY = IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE �OVCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 1. AREA = 21,866 S.F. THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 2, = MONUMENT FOUND, A = STAKE FOUND. - CERT. ICATION INDICATED HEREON SMALL RUN ONLY TO THE 3. SUBDIVISION MAP 'SUNSET KNOLLS, S£CT10N 2" PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY FILED IN THE OFFICE OF THE CLERK OF SUFFOLK AND LENDING+NST.*TUTION LISTED IrEREON , AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS COUNTY ON APR. 9, 1970 AS FILE NO. 5448. J / RE NOT T.�ANSFERABLE TO ADDITIONAL INSTITUTIONS' FOR SUBSECUE,NT OWNERS DWG: 2025-034 APPROVED AS NOTED COMPLY WITH ALL CODES OF L� NEW YORK STATE&TOWN CODES DATE-5._._?-�B.P# 5 'R `— AS REQUt El)AND CONDITIONS OF A 0. a BY WUNWTOMI NOTIFY BUILDING DEPARTMENT AT SOUTHOLDTOWN WING BOM ID 631-765-1802 8AM TO 4PM FOR THE $pplDUc FOLLOWING INSPECTIONS: NXI DEC FOUNDATION-TWO REQUIRED SMOLD Im FOR POURED CONCRETE SCHD ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ELECTRICAL INSPECTION REQUIRED ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS TRUSS PLACARDING REQUIRED provide windbome debris protection for new exterior Blower door glazing on buildings as per and duetwork NYS Coder testing required, RETAIN STORM WATER RUNOFF Must provide ManualsD,I and S as per PURSUANT TO CHAPTER 236 �1X.S OF THE TOWN CODE Energy Code Mechanical Ventilation pY1( E✓ e1 YE35 cis req rod per system shall be required `J per NYS Energy Code 2620 Res i deM a,) Code of lvys Sec F 3l 0 n t • G'0 MCGORRY RESIDENCE DRAWING LIST 1995 RUTH ROAD 1995 RUT ROAD MATTITUCK,NY 11952 A1.00 DRAWING LIST,ABBREVIATIONS, SYMBOLS, &NOTES A2.00 NOTES M ATT I T U C K, N Y A3.00 ENERGY CODE COMPLIANCE A4.00 NAILING SCHEDULE &STRAPPING DETAILS A5.00 SITE PLAN SCTM#-1000-106.-7-7 A6.00 BASEMENT DEMOLITION PLAN A7.00 FIRST FLOOR DEMOLITION PLAN A8.00 BASEMENT CONSTRUCTION PLAN A9.00 FIRST FLOOR CONSTRUCTION PLAN A10.00 ROOF FRAMING PLAN A11.00 SECTION Al2.00 DECK DETAILS TAX MAP NO.1000406:7-7 NOTE: DO NOT SCALE FROM DRAWINGS # ISSUE/REVISION DATE .00 FILING SET 04.02.2025 SYMBOLS REGULATORY - NOTES ABBREVIATIONS DRAWN BY:J.LACHAPELLE 1. THIS APPLICATION FOR BUILDING PERMIT IS FILED WITH THE A.F.F. ABOVE FINISH FLOOR GWB GYPSUM WALL BOARD CHECKED BY:J.LACHAPELLE LEVEL TOWN OF SOUTHOLD BUILDING DEPARTMENT, IN ALT ALTERNATE NOTE:THIS IS AN II"x17"SHEET THIRD FLOOR CONFORMANCE WITH THE TOWN CODE_ CHAPTER 144. APP. - APPLIANCE(S) HM HOLLOW METAL DRAWINGS MAY BE PRINTED NOT TO SCALE OA WINDOW EL. +31'-3" HT HEIGHT ELEVATION ABOVE 0'-0" 2. THE CONTROLLING CODE IS THE 2020 BUILDING CODE OF NEW B.O. BY OTHER HW HOT WATER LaChapelle Architecture PLLC 2O DOOR YORK STATE AND THE 2020 ENERGY CONSERVATION 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 YORK STATE. CONC CONCRETE PTD PAINTED CONT. CONTINUOUS 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 CHAPTER 3. � � �ERE0 A/ �..t A4 SHEET NUMBER D.H. DOUBLE HUNG O.C. ON CENTER \ LACY b C; 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 _ J HEREIN IS COMPLIANT WITH ALL APPLICABLE LAWS, CODES, A AND REGULATIONS. ELEC. ELECTRIC TYP. TYPICAL 30 STAIR DIRECTION LABELS ENG. ENGINEER EQ. EQUAL V.I.F. VERIFY IN FIELD F NE\N 00 UP DN INSPECTIONS EXIST. EXISTING W/ WITH FL FLOOR WRB WEATHER RESISTIVE BARRIER SMOKE+CARBON MONOXIDE DETECTOR SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH THE WD. WOOD Sli roo °n°mOMamTu ni TxiYOmv°rtAu°c°Mxseu%ou xunu°nu ""nevue°Y REQUIREMENTS OF BCNYS 1704&1705. SMOKE AND CO DETECTORS SHALL COMPLY SCOPE O F WORK DRAWING LIST, WITH UL 268,7th ADDITION FOOTING ABBREVIATIONS, FOUNDATION ® MATCH LINE FRAMING,TIE-DOWN/STRAPPING AND PLUMBING THE GENERAL INTENT OF THE WORK IS TO PERFORM SELECTIVE SYMBOLS,& NOTES - - CENTER LINE PERIMETER INSULATION RENOVATIONS ON THIS EXISTING HOUSE, PROVIDE CATHEDRAL CEILING ROUGH ELECTRIC IN THE LIVING AREA, REPLACE WINDOWS, REPLACE THE FRONT PORCH SHEET NO: BREAK LINE INSULATION AND CAULKING WITH A ROOFED PORCH,AND REPLACE THE BACK DECK WITH A ENERGY CODE COMPLIANCE COVERED PATIO. NO CHANGE OF USE OR OCCUPANCY IS PROPOSED. FINAL Al SHEET 1 OF 12 GENERAL NOTES GENERAL NOTES DECK CONSTRUCTION NOTE McGORRY 1. ALL WORK TO BE PERFORMED BY LICENSED TECHNICIANS TO 11. CONTRACTOR TO SCHEDULE AND PROVIDE ACCESS REQUIRED 1. REFER TO THE LATEST VERSION OF THE AMERICAN WOOD RESIDENCE ACCOMPLISH THE WORK AS OUTLINED IN THIS SET OF FOR ALL INSPECTIONS.WORK MUST REMAIN ACCESSIBLE AND COUNCIL'S 'PRESCRIPTIVE RESIDENTIAL WOOD DECK 1995 RUTH ROAD DRAWINGS AND AS MAY BE REQUIRED BY THE WORK.ALL EXPOSED UNTIL INSPECTED AND ACCEPTED IN WRITING BY THE CONSTRUCTION GUIDE'. MATTITUCK,NY 11952 PLUMBING AND ELECTRICAL WORK SHALL BE CERTIFIED BY INSPECTOR. 2. ALL FRAMING LUMBER TO BE NO,1 GRADE OR BETTER, PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE GROUND-CONTACT PRESSURE TREATED. [GLUE-LAMINATED FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS.ALL 12. CONTRACTOR MUST COMPLY WITH ALL BUILDING DEPARTMENT TIMBER BEAMS ARE ALSO FEASIBLE; IF DESIREABLE PLEASE WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A RULES OF OPERATION (SUCH AS HOURS OF ACTIVITY)AND CONSULT WITH ARCHITECT FOR SIZING.THEY MUST BE TREATED SYSTEMATIC MANNER.ALL WORK PERFORMED BY THE INSURANCE REQUIREMENTS. WITH AN OIL-OR WATER-BORNE PRESERVATIVE IN ACCORDANCE CONTRACTOR SHALL CONFORM TO APPLICABLE CODES, WITH AWPA UI. REGULATIONS,AND INDUSTRY STANDARDS. 13, CONTRACTOR SHALL NEITHER INTERRUPT NOR RELOCATE 3. FLASH TOPS OF FRAMING LUMBER (BEAMS,JOISTS, STRINGERS) BUILDING SERVICES WITHOUT WRITTEN REQUEST TO THE OWNER WITH PEEL-N-STICK BITUMINOUS PRODUCT FOR DURABILITY. 2. IN ADDITION TO THE REQUIREMENTS OF THE APPLICABLE AND RECEIPT OF WRITTEN CONSENT. 4. ALL FASTENERS,ANCHORS,WASHERS, ETC.TO BE HOT-DIPPED BUILDING CODES,ALL WORK MUST CONFORM TO FIRE GALVANIZED OR STAINLESS STEEL, EXCEPT THAT FLASHING DEPARTMENT REGULATIONS, UTILITY COMPANY 14. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES WITH THE FASTENERS MAY ALSO BE SILICONE BRONZE OR COPPER. REQUIREMENTS,AND BEST TRADE PRACTICES. DEPARTMENT OF BUILDINGS, PAY ALL FEES, OBTAIN ALL PERMITS 5. ALL CONNECTORS (JOIST HANGERS, STRAPPING, ETC.) SHALL BE TAX MAP NO.1000406.7-7 AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY CITY HOT-DIPPED GALVANIZED OR STAINLESS STEEL. # ISSUE/REVISION DATE 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED. 6. BEAM SPLICES MUST OCCUR AT POSTS. STAGGER SPLICES WHEN FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY COMPOSED OF TWO 2x1OS. DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS 15. CONTRACTOR SHALL COORDINATE WITH OWNER'S SURVEYOR IN 7. USE 1 x 6" AERATIS DECKING,TOENAIL FASTENED USING THE oo FILING SET oa.oz.zoz6 TO THE ARCHITECT. ADVANCE TO PROVIDE FOUNDATION SURVEY AS SOON AS 'CAMO' SYSTEM. DECKING COLOR TO BE SELECTED BY OWNER., CONCRETE IS PLACED,AND SUBMIT TO SOUTHOLD BUILDING 4. CONTRACTOR SHALL TAKE THEIR OWN DIMENSIONS AND FIELD DEPARTMENT. VERIFY ALL DATA CONTAINED HEREIN.THE DIMENSIONAL DATA PVC TRIM NOTES CONTAINED IN THIS DRAWING SET ARE FOR INFORMATION 16. PRIOR TO COMMENCING OPERATIONS ON SITE THE DRAWN BY:J.LACHAPELLE ONLY.THE BUILDING IS NOT SQUARE OR PLUMB SO VARIATION CONTRACTOR SHALL PROVIDE BOTH OWNER AND ARCHITECT CHECKED BY:J.LACHAPELLE EXISTS IN THE DIMENSIONS OF THE EXISTING BUILDING.AS A 'ACORD' INSURANCE FORM LISTING THE FOLLOWING PARTIES AS 1. USE DUST COLLECTION SYSTEM FOR ANY PVC CUTTING WORK PERFORMED OUTSIDE THE HOUSE, IN ORDER TO ELIMINATE NOTE:THIS IS AN II"x17"SHEET RESULT DIMENSIONS OF NEW CONSTRUCTION MAY VARY FROM ADDITIONALLY INSURED: RELEASE OF PVC CUTTINGS ON SITE.CONTAMINATED SOIL WILL BE DRAWINGS MAY BE PRINTED NOT TO SCALE THOSE SHOWN.CONTRACTOR SHALL NOTIFY ARCHITECT OF MARY&KENNETH MCGORRY RMEOVED AND REPLACED AT CONTRACTOR EXPENSE. DISCREPANCIES AS THEY ARISE. LACHAPELLE ARCHITECTURE PLLC 2. USE 'CORTEX' HIDDEN FASTENING SYSTEM BY TIMBERTECH w/ LaChapelle Architecture PLLC THE CONTRACTOR MAY NOT BEGIN SITE OPERATIONS OF ANY PLUGS AND#8 SCREWS; SELECT SCREW LENGTH APPROPRIATE FOR P.O.Box 1251 5. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY KIND UNTIL THE ABOVE IS PROVIDED. TRIM THICKNESS AND SUBSTRATE. Mattituck,NY 11952 FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK 3. ANTICIPATE THERMAL MOVEMENT IN USE OF PVC TRIM; PROVIDE (646)251-5058 fake@lachapellearchitecture.com SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE 17. LACHAPELLE ARCHITECTURE PLLC HAS BEEN RETAINED BY THE JOINTS FOR EXPANSION AND CONTRACTION,AS WELL AS DRAWINGS. OWNER TO PERFORM (2) SITE VISITS DURING CONSTRUCTION SUFFICIENT FASTENING TO AVOID WARPING AND OIL-CANNING IN PHASE ONLY, SOLELY TO IDENTIFY SUBSTANTIAL DEVIATIONS WARM WEATHER. 6. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES FROM THE CONTRACT DOCUMENTS. LACHAPELLE ARCHITECTURE 4. USE MINIMUM (2) FASTENERS EVERY 16" FOR TRIM BOARDS UNDER QED AR WITH REQUIREMENTS OF LOCAL AUTHORITIES AND OWNER.+ PLLC IS NOT RESPONSIBLE FOR INTERPRETING THE INTENT OF THE " E C CONSTRUCTION DOCUMENTS DURING CONSTRUCTION PHASE, 8 IN WIDTH AND (3) FASTENERS EVERY 16" FOR TRIM BOARDS 7. THE STRUCTURAL MODIFICATIONS TO THE HOUSE INCLUDED INCLUDING MAKING MODIFICATIONS AS MAY BE NECESSARY OVER 8' IN WIDTH. FASTENERS MUST PENETRATE SUBSTRATE 12" '�� A -+ HEREIN MAKE THIS A LEVEL 2 ALTERATION UNDER EXISTING DURING THE CONSTRUCTION PHASE. LACHAPELLE ARCHITECTURE MINIMUM. 5. GLUE TRIM TO SUBSTRATE WHENEVER PRACTICAL, USING LIQUID BUILDING CODE (EBC) CHAPTER 6. REQUIREMENTS OF BC IS NO LONGER LIABLE FOR WORK WHERE CHANGES HAVE BEEN R A RESULT.CONTRACTOR SHALL NAILS OR SIMILAR ADHESIVE. CHAPTER 7 AND 8 APPLY MADE TO THE WORK SUBSEQUENT TO PREPARATION OF THESE 6. USE SCARF JOINTS AND APPLY CELLULAR PVC CEMENT TO ONE CAREFULLY OBSERVE THE REQUIREMENTS OF SECTION 806. DOCUMENTS. SURFACE. FASTEN AT BOTH SIDES OF JOINT. USE CEMENT w/CURE q- os p� 8. STRUCTURAL OBSERVATION IS NOT REQUIRED UNDER BC 1704.6 18. THE CONTRACTOR SHALL ENSURE THE STRUCTURAL STABILITY OF TIME LESS THAN 2 HRS. F OF N- BECAUSE THE BUILDING IS NOT IN THE INDICATED RISK ALL AREAS OF THE WORK THROUGHOUT OPERATIONS.THE 7. SAND RIPPED EDGES TO CLOSE OPEN CELLS (DISCOURAGES WATER CATEGORIES AND NOT A HIGH-RISE BUILDING. CONTRACTOR SHALL DO SO BY WHATEVER MEANS HE DEEMS ABSORPTION AND RESULTANT ORGANIC GROWTH). ARE NECESSARY, INCLUDING BUT NOT LIMITED TO RETAINING A 8. CLEAN PVC TRIM ACCORDING TO MANUFACTURER INSTRUCTIONS 9. PROPOSED GWB FINISHES MUST COMPLY WITH BC CHAPTER 8. LICENSED ENGINEER AT THE CONTRACTOR'S EXPENSE TO PRIOR TO PAINTING. PRIME AS NECESSARY. dppnnxpdpnx,rxxM[xrprnM�fpxpx[M"x„xf,�,x prunn f[ u xnfcrua[vucuo.uouss prrmnnrnrnernmccr rpnwxwxndrnvu+[ois 9. USE PAINTS (WHERE REQUIRED)w/LIGHT REFLECTANCE VALUE N[pxp„nxx[,,p[rfxrro>,p"p¢rron9M ref Map[xt[v pYNx [LL[ TAPED, PRIMED,AND PAINTED GWB IS ALLOWED UNDER BC 803 OVERSEE AND ADVISE ON THE WORK. p�""u p[n[p.rndp� °"`rxm""��prxrxr"x"`pxp"`M xvfn,, f0 mn[vna"m esro'rni�uiixevm°f Nf1mmPmrviin°o"r`0iaxc`xuu�,°w�xrrnd rna[n er AND QUALIFIES AS A CLASS-A MATERIAL WITH FLAME SPREAD (LRV)OVER 55. USE SPECIALLY-FORMULATED VINYL-SAFE PAINT w/ INDEX LESS THAN 25 AND SMOKE-DEVELOPED INDEX BELOW SOLAR REFLECTIVE PIGMENTS. 450.THIS EXCEEDS THE REQUIREMENTS OF BC TABLE 803.13 FOR 10. REPAIRS CAN BE MADE w/DAP'CRACK SHOT' FOR PAINTED TRIM. NOTES THIS OCCUPANCY R-3. REPAIRS ARE NOT ALLOWED ON UNPAINTED TRIM. 10. INTERCONNECTED SMOKE DETECTOR ALARMS SHALL BE PROVIDED IN CONFORMANCE WITH 'FIRE CODE'1103.8 AND SHEET NO: CARBON MONOXIDE DETECTION EQUIPMENT MUST BE �� PROVIDED IN CONFORMANCE WITH 'EXISTING BUILDING CODE' SECTION 804, IF NOT ALREADY PRESENT IN THE BUILDING. SHEET 2 OF 12 WINDOW & DOOR SCHEDULE, ENERGY CODE COMPLIANCE MCGORRY U-FACTOR/R-VALUE SHGC RESIDENCE ID ASSEMBLY MAKE/MODEL DIMENSIONS HARDWARE NOTES CITY ECCNYS PROPOSED ECCNYS PROPOSED 1995 RUTH ROAD DA AWNING WINDOW ANDERSON 200 32"w x 18"h PER OWNER LOW-E4,TEMPERED 5 0.32 0.30(PASS) 0.40 0.28(PASS) MATTITUCK,NY 11952 © D.H.+FIXED+D.H.WINDOW ANDERSON 400 114'[w x 50"h PER OWNER LOW-E4 1 0.32 0.30(PASS) 0.40 0.28(PASS) © (2)D.H.WINDOW ANDERSON 400 6TW x 39"h PER OWNER LOW E4 3 0.32 0.30(PASS) 0.40 0.28(PASS) �D D.H.WINDOW ANDERSON 400 33"w x 39"h PER OWNER LOW-E4 3 0.32 0.30(PASS) 0.40 0.28(PASS) DE (3)D.H.WINDOW ANDERSON 400 100"w x 44"h PER OWNER LOW-E4 2 0.32 0.30(PASS) 0.40 0.28(PASS) - FIRST FLOOR WINDOWS ARE ANDERSEN 400 SERIES, 1 EXTERIOR COLOR,WHITE INTERIOR - WINDOW SIZES LISTED ARE NOT CONFIRMED.SUBMIT A LIST OF ROUGH OPENINGS AND - SIZES LISTED ARE NOMINAL SO CONSULT MANUFACTURER DATA FOR ROUGH OPENINGS&ACTUAL UNIT DIMENSIONS PROPOSED WINDOW SIZES PRIOR TO PURCHASE FOR OWNER/ARCHITECT REVIEW. - PROVIDE TEMPERED IGU IN ALL WET AND HAZARD CONDITIONS INCLUDE ACCESSORIES AND OPTIONS FOR EACH WINDOW FOR OWNER CONFIRMATION. TAX MAP NO.1000-106:7-7 GARAGE DOOR TBD 96"x 84" PER OWNER DOUBLE SWING DOORS w/GLAZING 1 0.32 <0.32(PASS) 0.40 <0.40(PASS) # ISSUE/REVISION DATE O ENTRY DOOR,GROUND a'b JELD-WEN ARCHT COLL. 36"x 80" ENTRY, DEADBOLT RH, SOLID CORE WOOD 1 0.32 <0.32(PASS) 0.40 <0.40(PASS) 0 SLIDER' ANDERSEN 400 72"x 80" PER MFR.,DEADBOLT RH, SOLID CORE WOOD 1 0.32 <0.32(PASS) .00 FILING SET 04.02.2025 ® REAR ENTRY DOOR a'b JELD-WEN 30"x 80" ENTRY,DEADBOLT RH, SOLID CORE WOOD 1 0.32 <0.32(PASS) 0.4 <0.40(PASS) 0 GARAGE ENTRY DOOR JELD-WEN 30"x 80" ENTRY, DEADBOLT LH, SOLID CORE WOOD 1 0.32 <0.32(PASS) a-PROVIDE CARBON GLAZED VENTED STORM DOOR AT NEW EXTERIOR DOORS DRAWN BY:J.LACHAPELLE b-PROVIDE TEMPERED IGU IN ALL GLAZED DOORS,SIDELITES,AND HAZARD CONDITIONS CHECKED BY:J.LACHAPELLE NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAY BE PRINTED NOT TO SCALE CATHEDRAL CEILING 7.25"SPRAY FOAM - 49 >50(PASS) LaChapelle Architecture PLLC P.O.Box 1251 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com ENERGY NOTES 4ti�EDARc 1. THE WORK PROPOSED HERE MUST CONFORM TO ECCNYS R503 REQUIREMENTS FOR ALTERATIONS 3. IN ACCORDANCE WITH R503.1.1.2 EXISTING CEILING,WALL, OR FLOOR CAVITIES EXPOSED DURING Z5 A",\,ACHg WHERE APPLICABLE. CONSTRUCTION OF AN ALTERATION NEED NOT MEET THE REQUIREMENTS OF THE ECCNYS, PROVIDED <v� ��c� 2. AS REQUIRED BY ECCNYS TABLE R402.1.2 THE NEW ROOF ASSEMBLY MUST ACHIEVE R-49, PROPOSED THAT THE EXPOSED CAVITIES ARE FILLED w/INSULATION. ASSEMBLY EXCEEDS THIS; SEE COMPLIANCE CHART AT BOTTOM OF THIS SHEET. 4. REFER TO TABULAR ANALYSIS ABOVE FOR COMPLIANCE OF ASSEMBLIES W/ECCNYS. i `� A_ 5. AS REQUIRED BY ECCNYS R503.1.4 NEW LIGHTING SYSTEMS MUST CONFORM TO SECTION R404.1:ALL 033922A NEW FIXTURES WILL CONTAIN HIGH-EFFICIENCY LAMPS. �OF NE`N LIGHT FIXTURE SCHEDULE "rt�x:uaao�ua. .�. noawarcnrol= gfcm[0.xacMNroO.LLt[a4tlax[,Oa Ofittl0 vaaa[s[lOumx[�APamfcis, IOaNMpNi[o x""va0[clma✓o�W vFgi[;OPfoa coMvtf11oN 0![N"vam[c[BY mxm vNnt[s,OcaPYACX[]ms ucx4v[i[[Mcx tttu[vLLCN'"c"a[vLLG ID FIXTURE TYPE MAKE/MODEL TEMPERATURE WET LOCATION FULL CUTOFF NOTES ENERGY AA EXTERIOR SCONCE TBD MAX.3,000K YES YES LANTERN SCONCE SIMILAR TO EXISTING ON HOUSE CODE BB EXTERIOR RECESSED WAC R4FS-WT 2,700K YES YES WHITE FINISH,SET FLUSH INTO CEILING;AIM AT WALL COMPLIANCE CC STEP LIGHTS WAC WL-LED101-27-WT 2,700K YES YES WHITE FINISH,SET FLUSH INTO STEP RISER SHEET NO: DID POST LIGHTS MAXIM LIGHTING 52120-SV 2,700K YES YES SILVER FINISH,INSTALL DRIVERS IN WEATHERPROOF BOXES UNDER STAIR �� EE INTERIOR RECESSED WAC R3ARDL-F-827-WT 2,700K NO N/A WHITE FINISH,TRIMLESS-TAPED INTO CEILING GWB FINISH SHEET 3 OF 12 CONSTRUCTION NOTES NAILING SCHEDULE STRAPPING DETAILS McG®RRY 1. ALL WORK SHALL CONFORM TO THE AF& PA WOOD FRAME 1. NAILING PER NYS CODE; INCLUDING(5)10_d 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. PROVIDE(8)8d COMMON NAILS IN EACH END OF 14"20 GA. 1995 RUTH ROAD 2. DESIGN LOADS AS FOLLOWS: 2. USE GALVANIZED FASTENERS FOR ALL FRAMING GALVANIZED STRAP FOR LATERAL/SHEAR CONNECTIONS AT MATTITUCK,NY 11952 LIVE LOAD: PER TABLES R301.5 &R301.6 3. USE 6d NAILS @ 12"O.C. FOR EXTERIOR SHEATHING, EXCEPT USE RAFTER/ROOF-TO-WALL,WALL-TO-WALL,AND DEAD LOAD: PER R301.4 8d NAILS @ 4"O.C. FOR PERIMETER OF EACH SHEATHING SHEET WALL-TO-FOUNDATION CONNECTIONS IN CONFORMANCE w/ SNOW LOAD:20 PSF GROUND SNOW LOAD PER FIG. R301.2(6) TABLE 3.3b OF LATEST EDITION OF WOOD FRAME WIND EXPOSURE CATEGORY'C'FOR 130 MPH 3 SECOND GUST ROOF FRAMING CONSTRUCTION MANUAL(WFCM) FOR 120 MPH FASTEST WIND PER R301.2.1.4&FIG. R301.2(5)A RAFTER TO TOP PLATE TOE-NAIL 3 PER RAFTER SPEED CLG JOIST TO TOP PLACE TOE-NAIL 3 PER JOIST 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 BLOCKING TO RAFTER TOE-NAIL 2-8d EACH END FOUNDATIONS &FOOTINGS RIM BOARD TO RAFTER END-NAIL 2-16d EACH END ROOF 1. ASSUMED SOIL BEARING CAPACITY=1,500 PSF ASSEMBLY TAX MAP NO.1000406.-7-7 2. CONCRETE TO BE 3,500 PSI @ 28 DAY TEST; REINFORCE WALL FRAMING A THROUGHOUT TOP PLATE TO TOP PLATE FACE-NAIL 2-16d PER FOOT ISSUE REVISION DATE 3. NEW FOOTINGS TO REST ON UNDISTURBED EARTH,WHERE TOP PLATES AT INTERSECTIONS FACE-NAIL 4-16d EACH SIDE .00 FILING SET 04.02.2025 CONFIRMED TO BE FULLY INORGANIC.EXCAVATE AND REPLACE STUD TO STUD FACE-NAIL 2-16d 24" O.C. WITH 6" CLEAN FILL OR BANK RUN WHERE DEEMED NECESSARY. 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 2x64-16d PER 2x8 STRUCTURAL GRADE NO.2 OR BETTER BOTTOM PLATE TO FLOOR JOIST DRAWN BY: .J.LA APELLE 2. SHEATHING TO BE APA-RATED,EXPOSURE 1 FLOOR CHECKED BY:J.LACHAPELLE BAND JOIST, END JOIST,OR ASSEMBLY . 3. SUB-FLOORING TO BE APA-RATED, EXPOSURE 1, 'WARMBOARD' BLOCKING FACE-NAIL 2-16d PER FOOT NOTE:THIS IS AN II"x17"SHEET WHERE INDICATED DRAWINGS MAY BE PRINTED NOT TO SCALE 4. AT HEADERS OVER 6' PROVIDE DOUBLED FULL-HEIGHT STUDS FLOOR FRAMING AT EACH END;AT HEADERS OVER 9' PROVIDE TRIPLED JOIST TO SILL,TOP PLATE LaChapelle Architecture PLLC FULL-HEIGHT STUDS TO GIRDER TOE-NAIL 4-8d PER JOIST P.O.Box 1251 5. HEADERS TO BE 2x8 MINIMUM OR AS INDICATED BRIDGING TO JOIST TOE-NAIL 2-8d EACH END Mattituck,NY 11952 6. PROVIDE DOUBLED FRAMING AT ALL OPENINGS INCLUDING BLOCKING TO JOIST TOE-NAIL 2-8d EACH END (646)251-5058 jake@lachapellearchitecture.com STAIRS, ETC. BLOCKING TO SILL/TOP PLATE FACE-NAIL 3-16d EACH BLOCK 7. PROVIDE SOLID BLOCKING AT ALL FLOOR JOISTS AND ROOF LEDGE STRIP TO BEAM FACE-NAIL 3-16d EACH JOIST CLIMATIC & GEOGRAPHIC RAFTERS AT MAX.8'-0 PROVIDE 2" SPACE FOR AIR JOIST ON LEDGE TO BEAM FACE-NAIL 3-8d PER JOIST CIRCULATION AT ROOF BAND JOIST TO JOIST END-NAIL 3-8d PER JOIST 8. PROVIDE 2x6 STUD FRAMING,TYPICAL BAND JOIST TO SILL/TOP PLATE TOE-NAIL 2-16d PER FOOT CRITERIA S��R AD ARC 1 c�� < F� F` ROOF SHEATHING ��. C= GROUND SNOW LOAD 20 PSF FIG. R301.2(5)B n � -A� STRUCTURAL PANELS 8d TABLE 3.8 WIND SPEED(ULTIMATE DESIGN) 130 MPH FIG. R301.2(5) DIAGONAL BOARD SHEATHING: SEISMIC DESIGN CATEGORY B FIG. R301.2(2) 1"x6° OR 1"x8" 2-8d PER RAFTER WINTER DESIGN TEMP 11° F TABLE N1101.2 A- VAO" OR WIDER 3-8d PER RAFTER FLOOD ZONE N/A FEMA FIRMETTE 'A y0.,! FROST LINE DEPTH 36° CEILING SHEATHING FOF NEB WEATHERING PROBABILITY SEVERE FIG. R301.2(X) 1 TERMITE PROBABILITY MODERATE GYPSUM WALLBOARD COOLERS 5d EDGE TO INDICATE THE USE OF ENGINEERED 0" FIELD 2(7)R301. WOOD IN THIS WORK PLEASE AFFIX A WALL SHEATHING TO HEAVY FIG. nm0,...N vioieoavova w;ne1 inr°a....n..n,..wmis PLACARD OR DECAL AT EXTERIOR a,""""°n.n",".„„.,."."man,„..°,"."„�,.",��E�, STRUCTURAL PANELS 8d TABLE 3.9 "xn",°,°N,,,,_„"°„...�.°m °",„,"..�FOR ID MON TO BY °„„n,"n"°,«r,. F IT ELECTRIC METER BOX IN A LOCATION FIBERBOARD PANELS ROOF SHEATHING R E Q'S NAILING SCHEDULE& o LIKELY TO BE SEEN BY FIRST 7/16", 25/32" 8d 3"EDGE RESPONDERS AND APPROVED BY 6" FIELD LOCAL AUTHORITY, IN ACCORDANCE PARTICAL 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 STRUCTURAL PANELS <1" 8d 6" EDGE INTERIOR ZONE SHEET NO: PMS 4187, REFLECTIVE WHITE 12" FIELD 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. BACKGROUND STRUCTURAL PANELS >1" 10d 6" EDGE GABLE ENDWALL RAKE & RAKE TRUSS �� STROKE: " 12" FIELD 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SHEET 4 OF 12 P . SCTM.1000-106.-7-7 CM COVED MANHOLE ZONE:R-40 C.O. CLEAN OUT McG®RRY CODE EXISTING PROPOSED COMMENTS REFERENCE DB DISTRIBUTION BOX RESIDENCE LOT INFORMATION: DBH (TREE)DIAMETER @ 1995 RUTH ROAD LOT AREA(SF) 40,000 21,866 NO CHANGE NONCONFORMING §280 ATT.3:1 BREAST HEIGHT MATTITUCK,NY 11952 LOT WIDTH F 150 110 NO CHANGE NONCONFORMING ER EXPANSION RING LOT LENGTH(F 175 200 NO CHANGE CONFORMS r=25.00 LR LEACHING RING EXISTING HOUSE AREA(SF) -- 1,597 NO CHANGE -- v-C�?,ONO 1=39 27' U.P. UTILITY HOLE POLE FRONT PORCH -- 89 NO CHANGE -- REAR DECK SF -- 250 0 -- REAR COVERED PATIO SF -- 0 384 -- W.M. WATER METER SHED SF -- 82 NO CHANGE \ TOTAL LOT COVERAGE SF -4,373 2,018 2,152 -- 20% 9.23% 9.84% CONFORMS §280-124 N' SETBACKS PRIMARY STRUCT.:* , ' pR\MP \ FRONT YARD F 40 40.6 NO CHANGE CONFORMS §280-124 R\'\ SECONDARY FRONT YARD 25 36.4 NO CHANGE CONFORMS §280-124 p SIDE YARD F 15 11.8 NO CHANGE NONCONFORMING §280-124 \ , N TAX MAP NO.1000.106.7-7 REAR YARD F 50 114.8 115.9 CONFORMS §280-124 \ 0 36 -p_ '\w GROSS SQUARE FOOTAGE: Cp.\• # ISSUE/REVISION DATE \ �p\.o BASEMENT SF -- 0 NO CHANGE UNFINISHED o \ / \ m .00 FILING SET 04.02.2026 FIRST FLOOR SF -- 1597 NO CHANGE TOTAL HABITABLE SF -3 536 1597 NO CHANGE CONFORMS �\ 118 1 STORY HOUSE �Q\\ NG \ (1,597 SF) \ * §280-124: FOR LOTS LESS THAN 30,000 SF 2 ** §280-207:FOR LOTS BETWEEN 20,000 AND 29,999 SF -� DRAWN BY:J.LACHAPELLE §280-208 PYRAMID LAW CONFORMANCE REQUIRED a \.'0 CHECKED BY:J.LACHAPELLE §280-15:ACCESSORY BUILDINGS AND STRUCTURES o\\ �' \\ NOTE:THIS IS ANIIPx17^SHEET (FOR LOTS BETWEEN 20,000 AND 39,999 SF) > DRAWINGS MAY BE PRINTED NOT TO SCALE rn HEIGHT Fn SIDE&REAR SETBACK F 20 155 REMOVE EXISTING DECK 2 \ LaChapelle Architecture PLLC 22 20 (250 SF) \ \ P.O.Box 1251 PROPOSED COVERED PATIO \ Mattituck,NY 11952 (432 SF) \ \ (646)251-5058 jake@lachapellearchitecture.com DIMENSIONAL DATA IS OBTAINED FROM SURVEY BY FOX REMOVE SHRUBS \ LAND SURVEYING DATED 2/13/2025,WITH OVERLAY OF \ \ PROPOSED WORK BY LACHAPELLE ARCHITECTURE PLLC, \ \ AND PARTIAL TREE IDENTIFICATION.TREE CANOPY SIZES \ \ � D A%RC, LOCATIONS ARE APPROXIMATE. \ \ g� p,CHA \ \ t \ kp \ \ 'A 03393° \ \ TF O F NEB `\ `, �•.— ' txRogPYPxPR.Pq�mxo sso(mm�,.x °wxatx¢P�gCXP(YOE u(xPP°¢! vI OYP[gnglOR O, � ` [tttm[D.NOCXPxOlO,Ptt![UiIOq,OP O[Itfp M4Y CEM40¢lMt[ IApInP[[,E \ , PPcxrt[muq NREC.„XRpOMmP,O�Ypm EC 05E0 PYOfx[q PIMI(6 EOq OM[q MO1Cci; .MPs,aP IOq wMn[ipN OP t MR gPm[m EY 2Q6 ' 1100 \ mx[P v.Pun,v°m'xov'rm[xxm°,wxsvrtmucwvnu.gmn[muw<n(c \ V •i•' owrmwmarn ueravm[agcxnecruv¢n¢c \. ,• 0 39,2p'� GARDEN SHED ' g11 (82 SF) SITE PLAN \ SHEET NO: O SITE PLAN \\ PROJECT TRUE �� NORTH NORTH SCALE: 1" = 30' (18.34°) SHEET 5 OF 12 EXISTING 100 AMP McGORRY ELECTRIC SERVICE PANEL RESIDENCE EXISTING WATER SERVICE METER 1995 RUTH ROAD MATTITUCK,NY 11952 ----------------- I I I I 46 Co I I I I _ 9 • a ° a • n N ° °d ° 0N TAX MAP N0.1000.106:7-7 SLAB ON GRADE a a e • $ Y° s d # ISSUE/REVISION DATE e UNFINISHED � • • a BASEMENT ° . •°° ° m .00 FILING SET 04.02.2025 d. d a d eEXISTING DRESSED(3)2x8 GIRDER I -- —:-O---- -- — -- ° ------- ----°—a — �r -- °------- — --- — —ter ——— — •d•, e.• d _ DRAWN BY:I.LACHAPELLE . . ,a • e. a, EXISTING STEEL - d • - d•. • CHECKED BY:J.LACHAPELLE • d LALLY COLUMNS NOTE:THIS IS AN 11"x 17"SHEET I d a. a. 9 ° ° •d as DRAWINGS MAYBE PRINTED NOT TO SCALE 00 d •° a X LaChapelle Architecture PLLC 04 ° g = P.O.Box 1251 Mattituck,NY 11952 d (646)251-5058 jake@lachapellearchitecture.com d •� ad °�° e d — 16'-10" 43'-6 3—" ° 4 ,... 'd ...`UP, .d'. •'d ED:A RC�/i HOPPER HOPPER HOPPER 32"x 18" 32"x 18" 32"x 18" ��A�HA!'c�� tt`� EXISTING FUEL L EXISTING 275 HOUSE TRAP BUILDING OIL FURNACE GAL. FUEL OIL TANK qj �y 0339� yo TF C F N E .acxrcawruui nic aiu:aeieae ov w`"irz`rnin.�ii�en ioa w�niin rt a'euvn�e"n ea n"ewxTMexnuew�nm ee"us'we miunoxoeinm raa aev'' mien vum °oi,°Rnce`,°nvne°xnrternne rua. �oconmcxrx EXISTING BASEMENT PI PARTITION DEMOLITION PLAN SHEET NO: TRUE OEXISTING BASEMENT PLAN NORTH PROJECT NORTH A6 SCALE: 3/16 - 1 0 (18.34 ) SHEET 6 OF 12 DEMOLISH FRONT APPARENT MILDEW/ MCGORRY PORCH 3 MOLD DAMAGE: 61'-114 RESIDENCE 3 FINISHES IN THIS AREA 1R 20'-54' DN FOR OWNER REVIEW UPD ROLL OLL 1995 RUTH ROAD 96"x OL :a MATTITUCK,NY 11952 D • (2)D.H. (2)D.H. 67"x 39" 67"x 39" •e. °a •n e'. e a • a FIX D H. . ' d 4. D.H.D 11 • GEE < ' •'a• a a _ a a-w o •DOOf • BEDROOM 1 BEDROOM 2 ° (100 SF) (125 SF) a. ' ° ° • V a ` p� TAX MAP NO.1000-106.7-7 a ° X a, _•• a .a GARAGE ' # ISSUE/REVISION DATE -• a • • co .a .00 FILING SET 04.02.2025 CF N Q X • ° ----------------- --- CO - "a• • " • ° DN - DRAWN BY:J.LACHAPELLE a° e •• a m C REF. riles CHECKED BY:J.LACHAPELLE _________ ° NOTE:THIS IS AN 11"x 17"SHEET 2 Ch DRAWINGS MAY BE PRINTED NOT TO SCALE • a. EHI 1 7'-72" KITCHEN DINING 1 ' i BA 1 BEDROOM 3 -4 LaChapelle Architecture PLLC 1 (158 SF) = P.O.Box 1251 1 Mattituck,NY 11952 1 a 1 (646)251-5058 jake@lachapellearchitecture.com n I i `--- -----J BATH 2 13'-10" BRED RR D.H. 6'-0"x 6'-8" D. / \ D.H. D.H. `CD �ACHgpcti% 33"x 39" ;a SLIDER 3 33"x 9"/ \ 33"x 39" 33"x 39" 61 114 a [r \ / 033930 0 a . . �OF NE`N—1 DEMOLISH REAR STAIR 8 EXISTING DECK q REMOVE BILCO Go HATCHMp OR4w Rp AH IXSiRumLM afS[R [4X4R MNN[iN[PRN[m Ov A x v[LL[ PR01[ttPORYMICMRPPR[P4R[DR CCWw40.4Li[RAipnq Ouu[tEp tt[P[n.14[N4iLLLL EXISTING FIRST FLOOR DEMOLISH BACK DECK PARTITION DEMOLITION PLAN SHEET NO: O EXISTING FIRST FLOOR PLAN PROJECT TRUE �� SCALE: 3/16" = T-0" 14'-0" NORTH NORTH (18.34°) SHEET 7 OF 12 McGORRY STAIR TO GARAGE TO NEW DECK FOOTINGS PER DETAIL UPGRADE TO 200 AMP RESIDENCE REMAIN; REPLACE EXISTING ELECTRIC SERVICE AND 1995 RUTH ROAD 2x4 RAILING w/S.S.HANDRAIL REPLACE PANEL MATTITU NY ROAD CONFORMING wl R311.7.8 *T:� * *_.,;* * * * * * 11952 ---------- i I i I I I • ° •• b d°r° •d ° • • • •° d• e a • • •C 3 d•° d • • °'e ° • dQ • , • . e• • •J UP d... _ d e ,. •„ °„ d• .d a°° O TAX MAP NO.1000.106:7-7 i a '$AWCUT EXISTING�LQB^FdOR 24.x'4,xl2" . s • e4 4. FI5QTING,4(3)#5 BAR'IN.EACH DMGT�ON ° i SLAB ON GRADE d t a # ISSUE/REVISION DATE i •a RROVIDE`BENTOSWELL WATER StArAS a i a ° UNFINISHED • INAER$TOP AT.INERFACt BET�WEEf� ,.° BASEMENT � � NEJIVANDOLD C•,ONERETE,TYP. oo FILING SET 04.02.2026 L d a gd Q. e d a va %d° d. d4. —IV V —• � — M CONFIRM INFIELD I THAT PSL POST AT FIRST FLOOR d , a d L}y e 4' DI 93TEEL'AD,IUS.TABLE COLUMN a e° DRAWN BY:J.LACHAPELLE BEARS ON CONCRETE FOUNDATION WALL;ADD 4 °CENTERED,UNDER P 4.OST JaBOUE AT ° CHECKED BY:J.LACHAPELLE BLOCK R TO TRANSFER LOAD; FIRSTFL00 ,TYP IOG AS NECESSARY d Q 4 NOTE:THIS I CONSU4Tw/ARCHITECT IF CONDITION DIFFERS A ..,d d° d DRAWINGS MAYBE PRINTED NOT TO SCALE LaChapelle Architecture PLLC 4. e 9 • 3 •° P.O.BOX 1251 d° 4. • e , Mattituck,NY 11952 d d �— — 16'-1°0" d %4 a d • ° 3 d e d 646 251-5058 jake@lachapellearchitecture.com a 43'-64' ) fake@lachapellea c ea .d° ° ,e.. d. dp •d . . . °UP° • ° d C :a ° 'e A D ARC SCOPE NOTES: 1. UPGRADE ELECTRIC SERVICE TO 200 AMP y� 033 �O, 2. REPLACE(5)BASEMENT WINDOWS w/ STAIR TO GRADE TO C~ NEB ANDERSEN 200 SERIES 3. MAINTAIN FUEL OIL FURNACE AND FUEL REMAIN;PROVIDE S.S. STORAGE HANDRAIL CONFORMING w/R311.7.8 ,..wos, mm€.^:,3F a T w. NEW PARTITION EXISTING BASEMENT OR ADJUST PARTITION CONSTRUCTION FRAMING PLAN SHEET NO: O PROPOSED BASEMENT PLAN PROJECT TRUE NORTH SCALE: 3/16" = T-0" NORTH NORTH j SHEET 8 OF 12 ' . . '1• • ..' • '-• . .- . McGORRY RESIDENCE FF DRAWN BY.J.LACHAPELLE CHECKED BY:J.LACHAPELLE NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAY BE PRINTED NOT TO SCALE 0- LaChapelle Architecture PLLC P.O.Box 1251 IF Mattituck,NY 11952 o ►�•♦��♦�♦�♦�♦�♦��♦fit ♦I♦ICI♦j�I♦I♦I♦I♦I I♦I _ w'•M';3 �: •i��i: IIII I.IIIIIIII�II� �,r ��♦fit i �♦�♦�♦�♦�♦i��♦�♦�♦�♦��i♦� ••.• �� I I I.I♦It �I♦I♦I♦I♦I�Of♦I♦I♦I♦I♦i�Ii ��.-•' ��: �.�y •��I♦I♦I♦I♦I I♦I♦I♦I♦I♦ICI 3 �♦fit�♦f_�♦fit��♦�♦I♦�I�i,��I♦I♦I♦I♦I♦I��i w 1 �• iL OUTDOOR DINING • I/�I♦ICI♦� I♦It%�I♦I♦I♦I♦I�i♦I♦I♦I♦I♦I♦I♦1 •�_ :::•_:.\ ud�/�/.�L��Y,L�♦.--�G�I_i�►lal_�I_��I�L�♦I_�I_�I_�I_�I_�G ---•--:Ly,:••• _ i r - • • • ■ r- _ r-e- . . -... r�ir !ternT. FIRST FLOOR CONSTRUCTION FF 1FF . • • SHEET NO: 1- -• FF A9• 1 SHEET 9 . 24'-6" FRAME ENTRY HIPPED ROOF OVER MCGiORRY EXISTING;2x8 RJs @ 16"O.C.;2x12 RIDGE JOIST AND VALLEY PLATE RESIDENCE 1995 RUTH ROAD Jr— 1 I f I f — -- --T-- N MATTITUCK,NY 11952 NEW LIPPED E TR`Y( I I I I I r / I� I R06F I I I 1 I ' 7"x 16"2.0E TREATED PARALLAM PSL HEADER SPANNING BETWEEN POSTS,MIN.3.5" BEARING AT POST —rt1--r--It--m--�--li--rl-- _�-- --r—�I II I I �.� I � II II II II II II II I,� I I II II I I � I �II II II II II II II ' I I I II II I I I I � 11 11 II II II � I, I I I II II I I I I �T-- II II II 1 � I I I I II 11 t I I I ♦ I `III II 11 ,�1 V I I I I II (2)19"x 18"2.0E MICROLLAMLVL HEADER TAX MAP NO.1000-106.7-7 SPANNING BETWEEN POSTS, LAMINAT & 11 I I I I I I Ir I I I I I I II SECURED TOGETHER w/SIMPSON # ISSUE/REVISION DATE 11 I I I I I 1 �1 r 1 I I I I I I II STRONG-TIE SDWS#12 FRAMING REWS, II I I I I I I I I I I I I I II II I I 1 I I I I I I I I 1 1 I 1 MIN.3.5"BEARING AT POST .00 FILING SET 04.02.2025 II I I I I I I I I I I I I I I I 20 PSF LL+12 PSF DL+20 PSL SL=52 F TL II I I I I I I I I I I I 1 II I I I I I I I I I I I I I I I b - 12 SF x 52 PSF=624 P/LF @ RIDGE BEAM II I I I I I I I I I I I 1 9 —> 31/2"x 18"2.0E MICROLLAM LVL I I I I I I I I I I I I I I I OR II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I DRAWN BY:J.LACHAPELLE —> 51" x 16"2.0E MICROLLAM LVL 211-6" a II I 'I I I I I I I I I I I I SAME SIZE PARALLAMS II I r--I---h1 I I 1 I I I I I I I I II CHECKED BY.1.LACHAPELLE II I I 1 A14EA CF NEW 1 1 1 1 1 1 I I L, FOR 21'-7"SPAN 11 '1 1 i 1 1 I 1 I 1 I 1 11 NEW 54 x 18 2.0E MICROLLAM LVL DGE - , NOTE:THIS IS AN 11"x 17"SHEET 11 r 1--T —� 1 1 ATH�DRAL 1 1 1 1 1 1 II BEAM; PLACE BENEATH EXISTING RID DRAWINGS MAY BE PRINTED NOT TO SCALE II I 1 I 1 ` 1 C%INq I I I I I 1 11 _I__�__�, I I I 1 1 I 1 II BOARD TO TAKE ROOF LOAD; ENSURE o POSITIVE BEARING OF SISTERED JOISTS O LaCha elle Architecture PLLC p NEW RIDGE BEAM __I _� P.O.Box1251 __ 1T 1 i T _i i i i 1 1 1 1 I 1 1 I SISTER EXISTING 2x6 RJs w/NEW 2x10s @ 16"O.C.; Mattituck,NY 11952 FASTEN w/SIMPSON'LRUZ'RAFTER HANGERS AT (646)251-5058 fake@lachapellearchitecture.com EXISTING RIDGE BOARD, ENSURE POSITIVE / II I I r l 1 I I I I I I I I I 11 BEARING ON NEW RIDGE BEAM; LOWER BEAR,ON �r __ 1 TOP PLATE AT PERIMETER WALL ___--__ ___ IL_ 1 1 I I I . _— RED ARC rl--------------� 1 1 1 I 1 \ ------------- \ -- --------- 1 1 1 1 1 1 1 1 1 \ --------1 (2)2x10 HEADER TO 1 ' 1 I I 1 I 1 I I 1 �— 4x4 IN WALL FRAMING __ ------ 'r i i i i i 1 i \` rt MANUFACTURED LUMBER SIZES ARE GIVEN FOR I. WEYERHAUESER PRODUCTS;CONTRACTOR MAY �- - SUBSTITUTE EQUAL PRODUCT BY BOISE CASCADE 0 9� os393fl y0 OF 1 1 1 I 1 I 1 1 1 1 1 SPANS GIVEN ARE APPROXIMATE;CONFIRM ALL _�� —r—'{--t--r—�--t--r--�--*--�---I —r--�-- --t--�--r— __ DIMENSIONS IN FIELD CONSULT ARCHITECT WHERE CONDITIONS VARY OR FOR ALTERNATE SIZES °m" p°^�n"° � SCOPE NOTES: "m �m"W„"„ u °u°. 1.REPLACE ROOFING FELT ANIB ASPHALT SHINGLES AS NECESSARY TO ADD HIPPED NEW PARTITION EXISTING ROOF ENTRY ROOF FRAME PATIO HIPPED ROOF OVER OR ADJUST PARTITION FRAMING PLAN 2. RELOCATE PLUMBING VENTS AND OTEHR EXISTING;2x8 RJs @ 16"O.C.;2x12 FRAMING ROOF ACCESSORIES AS NECESSARY TO ADD RIDGE JOIST AND VALLEY PLATE HIPPED ROOF AND VAULT LIVING AREA CEILING 7"x 16"2.0E TREATED PARALLAM PSL HEADER SHEET NO: SPANNING BETWEEN POSTS, MIN.3.5" PROJECT TRUE T PROPOSED ROOF FRAMING PLAN BEARING AT POST NORTH NORTH A10 SCALE: 3/16" = 1'-0" (18.34°) SHEET 10 OF 12 NIcGORRY RESIDENCE 1995 RUTH ROAD MATTITUCK,NY 11952 SISTER EXISTING 2x6 RJs w/NEW 2x10s @ 16"O.C.; FASTEN w/SIMPSON'LRUZ'RAFTER HANGERS AT EXISTING RIDGE BOARD, ENSURE POSITIVE BEARING ON NEW RIDGE BEAM; LOWER BEAR,ON TOP PLATE AT PERIMETER WALL PROVIDE 2"VENTILATION SPACE TAX MAP NO.1000.106.7-7 NEW 54'x 18"RIDGE BEAM UNDER EXISTING SHEATHING;7.25" NEW STRUCTURE BEYOND CLOSED-CELL SPRAY INSULATION # ISSUE/REVISION DATE FACE OF WALL (>R49) EXISTING CEILING HEIGHT APPROXIMATE OUTLINE OF .00 FILING SET 04.02.2025 -- -------- KITCHEN CABINETS LINE OF PROPOSED LINE OF PROPOSED ENTRY HIP ROOF P ROOF---- ------- Py� DRAWN BY:J.LACHAPELLE i CHECKED BY:J.LACHAPELLE ----------- — — —————————————— ———j NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAY BE PRINTED NOT TO SCALE } i n i u LL n _ i n LLJ ---------------- - LaChapelle Architecture PLLC v P.O.Box 1251 s-- ------------ ------- ------- D Mattituck,NY 11952 11 I I (646)251-5058 jake@lachapellearchitecture.com ,I I I OPENING TO HALL RED Q �ti EXISTING 8"FOUNDATION WALL w/ E - 2'STUCCO AT INTERIOR (0F fV F�j`1 SECTION CUT LOOKS EAST THROUGH eau u°nn°oso vmmnw*ne eon LIVING ROOM AND KITCHEN ° P � C'aT.n m�u G SECTION SHEET NO: OPROPOSED SECTION All SCALE: 3/16" = T-0" SHEET 11 OF 12 POST POST McG®RRY RESIDENCE DECKING (2)SIMPSON 1995 RUTH ROAD / SIMPSON DECKING` / (ONE EACH MATTITUCK,NY 11952 / DTT2 / SIDE) O RAILING ATTACHMENT DETAILS ®�16 ® ® ® ® 1 1 SCALE: 12" CV ; ; CV % RAILING NOTE: PROVIDE 36"RAILING AT ALL LOCATIONS WHERE DROP IS OVER 30" 16"MIN. / TAX MAP N0.1000-105:7-7 JOIST RIM JOIST / # ISSUE/REVISION DATE %"DIA.BOLTS OR / "� BLOCKING /• THREADED ROD w/ / JOIST .00 FILING SET 04.02.2025 DETAIL A ` �N�UP �TS AND WASHERS, DETAIL B 000, / DETAIL'A' / SIMPSON DTT2 DRAWN BY:J.LACHAPELLE TO JOIST REMOVE AND REPLACE I CHECKED BY:J.LACHAPELLE LAYOUT RIM JOIST ` EXISTING HOUSE SIDING IN NOTE:THIS IS AN II"x17"SHEET / '\ ORDER TO ACCEPT NEW 8 I DRAWINGS MAY BE PRINTED NOT TO SCALE STAINLESS STEEL FLASHING 7'' \ i BAND JOIST ' P.O.Box 1251 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com SIMPSON LUS28 JOIST I DECK JOISTS HANGER,TYP. --I--- cn BLOCKING 1 ---. - j � 1 DETAIL'B' 1 I > Pc I ® DTT2 TO BLOCKING I a LAYOUT PROVIDE POLYETHYLENE(OR ' ® I 1 + I I OTHER WEATHER-RESISTANT) ! >= 1 LEDGER SPACERS FOR I N � q-i 03 ® DRAINAGE F F 1 2x4 BRACES FROM FRAMING TO `• ® POSTS; PROVIDE INFILL BELOW bl i i e / DECK PER OWNER7Z pH�MwINo"PN IpSipUM[Mof 5[pvK[pnn p[nNx4 iM PpOP[pi[oiIACWDCtf[ / SIMPSON COLUMN BASE W/ � STANDOFF FASTENED TO FOOTING PER MFR DIRECTION °` a°a :i• a.'. (M / 18"x18"x12" REINFORCED CONCRETE I ! I DECK 14 DETAIL FOOTING ° a. SHEET N0: TYPICAL DECK SECTION.00 PLAN VIEW O SCALE: 11" = T-0" ° a Al2 SHEET 12 OF 12 1995 Ruth Road �1 permit*51914 NO Mi 2 11 2.0��5 rsr..� HZ40E Gas Fireplace -0f1'iC��F�cmt'"�.?'Yy•�Y Model HZ40E-NG11 HZ40E-LP71 Fuel Type Natural Gas Propane 1! ; Minimum Supply Pressure 5"W.C.(1.25 kPa) 11"WC.(2.73 kPa) �• )' Manifold Pressure-High 3.5"W.C.(0.87 kPa) 10"W.C.(2.48 kPa) I Manifold Pressure-Low 1.6"W.C.(0.41 kPa) 6.4"W.C.(1.59 kPa) Orifice Size-Altitude 0-4500 ft. #40 DMS #53 DMS Minimum Input 18,000 BTU/h 21,000 BTU/h Altitude 0-4500 ft.(0.1372m) (5.28 kW) (6.15 kW) Maximum Input 26,000 BTU/h 25,500 BTU/h Altitude 0-4500 ft.(0-1372m) (7.61 kW) (7.47 kW) Vent Sizing-Flex/Rigid 4"Inner/6-7/8"Outer 4"Inner/6-7/8"Outer CSA P.4.1 64.44% 66.75% ^� Approved Venting Systems Flex Vent Systems: FPl AstroCapTM Flex Vent Rigid Pipe Vent Systems: Simpson Direct Vent Pro® Selkirk Direct-Tempi Metal-Fab@)Sure Seal ICC Excel 43�6 (1092mm) 4S 38Y4"(972mm) E 35Y2'(902mm) E E E °D m v 456- \ n Inner and outer faceplate dimensions 35.17. i� 44"(1118mm) 3�. 182•• 36" (914mm) 0 I.-IC0 E 0 N F .; F7 4 piece faceplate/Verona Surround dimensions b 0 PLACE PR,0DVCTS FRAMING DIMENSIONS NOTE:If not purchasing the optional steel stud kit-adhere to the same framing if purchasing steel studs elsewhere.The use of the optional kit is highly recommended as it was designed specifically for the product to facilitate ease of installation. Framing Dimensions Description HZ40E A Framing Height 42"(1067mm) B Framing Width 49-7/8"(1266mm) C1 Horizontal Vent 21-3/16"(538mm) C* Framing Depth* C2 Vertical Vent 25-3/16"(640mm) Vertical rise-terminating horizontal D Minimum Height to Combustibles 43-7/8"(1114mm) E Corner Wall Depth 61"(1549mm) F Corner Facing Wall Width 86-114"(2191mm) G Vent Centerline Height 36-1/4"(921mm) H Non-combustible facing height 17"(432mm) I Gas Connection Opening Height 2"(51mm) J Gas Connection Height 4-3/16"(106mm) K Gas Connection Inset 8-5/16"(211 mm) L Gas Connection Opening Width 3-1/2"(89mm) *Framing depth measurement is noted with the nailing strips set as far forward on the firebox as possible. The nailing strips can be adjusted back up to 3-1/4"to allow for varying thicknesses in non-combustible material&wall finishes. Drywall or other facing Metal Stud(Header) H ' Note: All other framing around the perimeter may Non-Combustible be of wood construction, t - Facing ii Note:Three EDhorizontal '. a steel studs must be installed Metal t id % v after the unit is in position on edge and the venting,gas,and X electrical is installed.The horizontal studs allow the X non-combustible wall board " to be attached and supported. B � C1 C Flnlshed Floor D ' L , C2 In n J I F K L MANTEL CLEARANCES Due to the extreme heat this fireplace emits,the mantel clearances are critical. Combustible mantel clearances from top of front facing are shown in the diagram on the right. Note: Ensure the paint that is used on the mantel 14 12 10 8 6 4 2 0 and the facing is"high quality"orthe paint may discolour. 26 13"(330mm) Combustible Material 20 Metal Stud 1"(25mm)11� (On Edge) Facing 22"(559mm) Non-combustible 10 17" 0 To Unit Base 27" Top of 1 Fireplace Opening MANTEL LEG CLEARANCES Combustible mantel leg clearances as per diagram: MANTEL LEG 5-11/16"(144mm) Non-Combustible FJ 1.5'(38mm) Allowable mantel 7-1/8"(181mm) leg projection 10"(254mm) 13"(279mm) CLEARANCES The clearances listed below are Minimum distances unless otherwise stated: A major cause of chimney related fires is failure to maintain required clearances(air space)to combustible materials.It is of the greatest importance that this fireplace and vent system be installed only in accordance with these instructions. Caution Requirements WARNING The top,back and sides of the fireplace are defined by Fire hazard is an extreme risk standoffs.The metal ends of the standoff may NOT be if these clearances(airspace)to combustible materials are not recessed into combustible construction. adhered to.It is of greatest importance that this fireplace and vent system be installed only in accordance with these instructions. The HeatWave Duct Kit and HeafWaVe the Heat Release Kit have Clearance: Dimension Measured From: `= .-.different clearance and framing requirements,checkthe HeatWave A:Mantel Height(min.) 17"(330mm) Top of Fireplace Opening Heat Release Kit and Heat Release manual for details. B:Sidewall(on one side) 8"(203mm) Side of Fireplace Opening C:Ceiling 22"(559mm) Top of Fireplace Opening _ Flue Clearances to Combustibles (room and/or alcove) Horizontal-.-Top 3" _ _ _.. o.__..-.-__.—_®_---_�__ _�_---- D:Mantel Depth(max.) 13"(330mm) 22"Above Fireplace Opening Ho_riztonal-_Side 2" E:Alcove Width 84"(2134mm) Sidewall to Sidewall Vertical 2" Ho Vertical al Bottom (Minimum) cal � F:Alcove Depth 36"(914mm) Front to Back Wall(Maximum) Passing through wall/ G:From Floor 27"(686mm). Top of Fireplace Opening floor/ceiling - when 1-1/2" Note: 0" No hearth required firestop is used. D F" A B , G Installed Close to Floor Installed close to ceiling. E 01 F Alcove NON-COMBUSTIBLE REQUIREMENTS *Installation of the Receiver must be completed before installing non-combustible facing. All three pieces(top,2 sides)are supplied to meet the non combustible requirements. Calcium silicate board is a high-grade material Metal Stud(header) with cement,quartz,natural and selected Metal Stud 4 51-5/16'(1303mm) on a ge Metal Stud minerals as the main raw materials.It is widely _ used for partitions and ceilings in buildings. ambJe It is fire proof and earthquake proof. 6 E If finishing the wall above the unit with materialsAT i such as tile,brick,marble,etc.non-combustible board available from the building supply store E can be used. a :E /Y V.> Note:Calcium Silicate is 1/2'thick 10" (252mm) ' Maybecombustibleu 1/2"drywalp 5-11/16" (144mm) NON-COMBUSTIBLE FACING INSTALLATION Caution:The non-combustible board supplied with this unit can be damaged if dropped or struck. Handle with care. 1. Using drywall screws-secure non combustible material around unit,framing and top nailing strip every 6 inches. Important Note:To avoid cracking the board-pre-drill holes prior to securing to unit/framing. 2. Wipe any debris/dust from the non combustible material and V drywall. Non-combustible board shipped with unit. 3. Prior to securing it is mandatory to prime the facing and edges using a quality primer.This will ensure proper adhesion of both the tape and mud. The supplied board is very porous.. Failure to follow this procedure will result in cracked seams. Non-combustible boars p shipped with unit. 4. Tape the seams using a mesh type tape. 5. Mud seams as normal.We recommend using a product called Durabond high strength compound-for the first i coat. I This product can be found at most hardware stores. Mud must be cured as per manufacturer's recommendations. 6. Prime wall for a second time for proper adhesion of paint 7. Paint walls using a high quality paint which will withstand the high temperatures being emitted from this appliance. Non-combustible board-faces and edges MUST BE PRIMED. e FRAMING&FINISHING 1. Frame in the enclosure for the unit with framing material. 5. If material such as brick,stone,etc extends past the faceplate depth (3-1/4"), when finishing around the faceplate, the minimum opening IMPORTANT: The framed opening must be of non- dimensions noted below must be adhered to ensuring for the removal combustible material. of the faceplate and for the safe operation of this appliance. Note: When constructing the framed opening,please ensure NOTE:Spacing of 1"around the completed surround must be adhered to. there is access to install the gas lines when the unit is installed. 2. For exterior walls,insulate the enclosure to the same degree as the rest of the house,apply vapour barrier and drywall,as per local installation codes.(Do not insulate the fireplace 46° itself.) ............................................................. WARNING: Failure to insulate and add vapor barriers to the inside of the exterior wall will result in operational and performance problems including, but not limited to:excessive condensation on glass doors, poor flame N package,carbon,blue flames etc.These are not product " related issues. 3. The unit does not have to be completely enclosed in a chase. :•••••••••••••••••••.•••••••••.•.........•..•...•.....•.......e You must maintain clearances from the vent to combustible materials:See"Clearances"section. Combustible materials can be laid against the side and back standoffs and the stove Unit shown with 4 piece faceplate/Verona Glass Surround base. 4. Non-combustible material (ie.tile,slate,etc)may be brought up to and overlap the unit(top and bottom)ensuring that the 1 145-1/1 " maximum thickness does not go beyond the 3-1/4"as shown in ................................................ the diagram below.The faceplate will not be able to be mounted if finished material is beyond 3-1/4". 3-1/4"(83mm) Z N Nailing Strip " :....................... Edge of flange on Unit shown with inner and outer door frame fireplace 39-13/16" 1/2"required e / between faceplate &finished wall � co 0 3-1/4"(83mm) IMPORTANT:1/2" gap is required between the faceplate and the Unit shown with inner door frame only finished wall when using 4 piece Faceplate (Part # 258-954,258-957) or Verona Glass Surround (Part# 256-951,256-957) OPTIONAL FRAMING KIT 1.Construct the wood framing,ensure inside dimensions are 53"W x 45- 5.Secure horizontal steel header stud with 2 screws per side as per 1/2"H as shown below. diagram. 2OW Header stud (258-026) 3_W 2.1 53. 1451-1)21' i aTv Framing kit parts 2.Bend both side nailing strips from the side of the appliance until positioned as shown below. Determine the overall combined thickness of the non-combustible board +finished material being used.The nailing strips can be adjusted up to 6.Slide the unit into position.Hook up gas,venting,electrical and fan(if 3-1/4". purchased)prior to installing the remaining steel studs. l 7.Secure the large horizontal steel stud as shown with 2 screws per side. 8.Secure 2 horizontal studs on the lower side of the appliance with 2 � I screws per side for each stud as shown. Large stud { (258-028) Nailing Strips 3.Adjust the nailing strips by loosening 2 screws on each nailing strip- adjust and retighten screws. Horizontal studs 4.Attach both vertical studs and secure using 6 screws(2 at bottom,2 at (258-026) top and 2 on sides)as shown. NOTE:Ensure the flat side of the steel stud is facing the wood framing. 9.Secure 2 vertical studs on either side of the appliance with 4 screws per side stud as shown. il L Vertical studs (258-027) (256-025)Flat side out REGENCY VENTING ARRANGEMENT FOR HORIZONTAL VENTING ARRANGEMENT FOR VERTICAL TERMINATIONS TERMINATIONS Vertical Venting with One(1)90°Elbow(1 -90° = 2-45°) The diagram shows all allowable combinations of vertical runs with horizontal terminations,using one 90°(two 450 elbows equal one 900 The shaded area in the diagram shows all allowable combinations of elbow). (Not including the starting 450 elbow at the flue collar when straight vertical and offset to vertical terminations,using one 900 elbow, using rigid venting.) with Rigid Pipe Venting Systems. Note: Must use optional rigid pipe adaptor(Part#510-994)when Two 450 elbows equal to one 900 elbow,not including the starting 450 using Rigid Pipe Venting Systems. elbow at the flue collar. Horizontal(Feet) • Vent must be supported at offsets. 0 Y / 9 a 10 ,t 1/ 11 Is m Is • Minimum distance between elbows is 1 ft.(305mm). „ Maintain clearances to combustibles as listed in the "Clearances" section. 14 ---''- il Vertan Rest to • Horizontal vent must be supported every 3 feet. d _ ------- 1j------ __-___-_____ • Firestops are required at each floor level and whenever passing to ----- � ------------------------,----------------------==-t through a wall. LL Vent nRestrlcter n Set Must use optional rigid pipe adaptor(Part#510-994)when using m • FedD set • rigid pipe vent systems. 3 1 ----- ------*---------------- • Refer to the"Vent Restrictor Position"section for details on how to change the vent restrictor from the factory setting of Set 0 to Set 1 or Set 2 if required. 36111"12mmJ ._.! Reyvlmmem 0 Horizontal(Feet) 1 1 ,. 1 p 9 N • f ■ ■ r \ ry n M E a f f f Varrt RasVltlorm Seta f ----------------------- --------------- ____,i f �s f f ;t Vent RastrictDr en SeI2 f 2 > 31 5 Y event RDsmwrDn seem • a 1 • E� Cb 1 ____________ ______ FLNmum lengM of DIPo Dwx.fO'Ism)(cen�er4ne brmnterGna) Eeheen.11 13'(005— HORIZONTAL TERMINATIONS FLEX VENT 4" X 6-7/8" These venting systems,in combination with the HZ40E Direct Vent Gas Fireplace, has been tested and listed as a direct vent heater system by Intertek. The location of the termination cap must conform to the requirements in the Vent Terminal Locations diagram in "Exterior Vent Termination Locations"section. Regency®Direct Vent(Flex)System Termination Kits includes all the parts needed to install the HZ40E using a flexible vent. FPI Kit# Length Contains: #946-513 2 Feet 1. 6-7/8"flexible outer liner(Kit length) 2. 4"flexible inner liner(Kit length) 3. spring spacers #946-515 4 Feet 4. thimble Vent Guard-if required* 5. AstroCap termination cap Wall Thimble (Part#946-506/P) 6. screws 7. tube of Mill Pac AstroCap' s-7/s" #946-516 10 Feet 8. plated screws 4"dia.flue pipe Termination Cap 9. S.S.screws#8 x 1-1/2"drill point (175mm) � (Part#946-523/P) dia.Flue pipe f\ spring spacer HORIZONTAL TERMINATIONS RIGID PIPE 4"X 6-5/8" Flat Wall Installation Horizontal Wall Thickness Vent Length Required Termination CCa�ap (inches) (inches) Vinyl Siding Vent Guard 4" 5-1/2" 6" Standoff(Optional)I�� ll�\/l1lIlMM (Part#946-506/P) - l�l`��d111111 7"-8-1/2" 9" 10"-11-1/2" 12" Wall Thimble 9"-14-1/2" 11"-14-5/8"Adj.Pipe 'r—Adj.Pipe Length 15"-23-1/2" 17"-24"Adj.Pipe 45°Elbow Rigid Pipe Adapter VERTICAL TERMINATIONS RIGID PIPE 4"X 6-5/8" The minimum components required for a basic vertical termination are: 1 Vertical Termination Cap 1 45,Elbow Vertical Terminal 1 Rigid Pipe Adaptor(510-994) 1 Ceiling Firestop 1 Flashing 1 Storm Collar Storm Collar 1 Length of pipe to suit wall thickness (see chart) Flashing Galvanized pipe is desirable above the roof line due to its higher corrosion resistance. Continue to add pipe sections through the flashing until the height of the vent cap meets the minimum height requirements specified in chart below or local codes. Note that Ceiling Firestop�� for steep roof pitches,the vertical height must be increased. A \1'% poor draft,or down drafting can result from high wind conditions near big trees or adjoining roof lines,in these cases,increasing the vent height may solve the problem. Pipe Length Vent eight Roof Pitch Minimum Vent Heigh Feet Veters Rigid Pipe Adapter flat to 7/12 2 0.61 over 7/12 to 8/12 2 0.61 over 8/12 to 9/12 2 0.61 over 9/12 to 10/12 2.5 0.76 over 10/12 to 11/12 3.25 0.99 over 11/12 to 12/12 4 1.22 over 12/12 to 14/12 5 1.52 over 14/12 to 16/12 6 1.83 over 16/12 to 18/12 7 2.13 over 18/12 to 20/12 7.5 2.29 over 20/12 to 21/12 8 2.44 WARNING: Do not combine venting components from different venting systems. However use of the the AstroCapTm and FPI Riser is acceptable with all systems. This product has been evaluated by Intertek for using a Rigid Pipe Adaptor in conjunction with Duravent Direct-Vent,Selkirk Direct-Temp,Ameri Vent Direct Venting,[CC Excel Direct and Security Secure Vent systems.Use of these systems with the Rigid Pipe adaptor is When using Rigid Vent other deemed acceptable and does not affect the Intertek WHI listing of components. be used to secure rigid pipe . adaptor. The FPI AstroCapTm and FPI Riser Vent terminal are certified for installations using FPI venting systems as well as Simpson Dura-Vent®Direct Vent, American Metal Products Ameri Vent Direct Vent,Security Secure Vent®, ICC Excel,Selkirk Direct-Temp.AstroCapTM is a proprietary trademark of FPI Fireplace Products International Ltd.Dura-Vent@ and Direct Vent are registered and/or proprietary trademarks of Simpson Dura-Vent Co.Inc. "Road AMENDMENT _ �( McGORRY .7-a5 -v RESIDENCE DRAWING LIST 1995 RUTH ROAD MATTITUCK,NY 11952 1995 RUTH ROAD A1.01 DRAWING LIST,ABBREVIATIONS, SYMBOLS, &NOTES A2.00 NOTES . M ATT I T U C K, N Y A3.01 ENERGY CODE COMPLIANCE A4.00 NAILING SCHEDULE &STRAPPING DETAILS 2 A5.01 SITE PLAN SCTM#-1000-106.-7-7 D L; A6.01 BASEMENT DEMOLITION PLAN A7.01 FIRST FLOOR DEMOLITION PLAN A8.01 BASEMENT CONSTRUCTION PLAN JUL A9.01 FIRST 3 2025 A10.01 ROOF FRAMING PLAN PLAN A11.00 SECTION 13u lldirl Al2.00 DECK DETAILS TOVUPi ®fS TAX MAP NO.1000-106:7-7 ®e >17,'Id t$ A13.01 BEDROOM 3 ADDITION - PART PLAN �€.L,1c6d A14.01 ADDITION DETAILS # ISSUE/REVISION DATE A15.01 ADDITION DETAILS .00 FILING SET 04.02.2025 NOTE: DO NOT SCALE FROM DRAWINGS of FILING AMENDMENT 06.20.2025 SYMBOLS REGULATORY NOTES ABBREVIATIONS DRAWN BY:1.LACHAPELLE 1. THIS APPLICATION FOR BUILDING PERMIT IS FILED WITH THE A.F.F. ABOVE FINISH FLOOR GWB GYPSUM WALL BOARD CHECKED BY.J.LACHAPELLE —LEVEL TOWN OF SOUTHOLD BUILDING DEPARTMENT, IN ALT ALTERNATE NOTE:THIS IS AN II"x17"SHEET THIRD FLOOR CONFORMANCE WITH THE TOWN CODE CHAPTER 144. APP. APPLIANCE(S) HM HOLLOW METAL DRAWINGS MAY BE PRINTED NOT TO SCALE AO WINDOW EL. +31'-311 HT HEIGHT ELEVATION ABOVE 0'-0" 2. THE CONTROLLING CODE IS THE 2020 BUILDING CODE OF NEW B.O. BY OTHER HW HOT WATER LaChapelle Architecture PLLC ODOOR YORK STATE AND THE 2020 ENERGY CONSERVATION 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 PARTITION TYPE ELEVATION NUMBER CLG CEILING MTL METAL (646)251-5058 jake@lachapellearchitecture.com 1O A6 SHEET NUMBER 3. REFERENCE HEREIN TO 'BC'SHOULD BE CONSTRUED TO MEAN CIVIL) CONCRETE MASONRY UNIT THE APPLICABLE BUILDING CODES OF NEW YORK STATE. CONC CONCRETE PTD PAINTED CONT. CONTINUOUS 4. THIS SINGLE-FAMILY HOME OCCUPANCY CLASSIFICATION IS CONT'D CONTINUED RCP REFLECTED CEILING PLAN RED A3 DETAIL NUMBER RESIDENTIAL GROUP R-3 UNDER BC CHAPTER 3. 5'(E\ qRc A4 SHEET NUMBER D.H. DOUBLE HUNG O.C. ON CENTER C� \_ACyq 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 a� DISC. DISCONTINUOUS S.S. STAINLESS STEEL 6. TO THE BEST OF MY KNOWLEDGE THE WORK PROPOSED DWG DRAWING STL. STEEL _ _j HEREIN IS COMPLIANT WITH ALL APPLICABLE LAWS, CODES, y STAIR DIRECTION LABELS AND REGULATIONS. ELEC. ELECTRIC TYP. TYPICAL ��F ° 30 0 ENG. ENGINEER OF N E`I`I EQ. EQUAL V.I.F. VERIFY IN FIELD INSPECTIONS EXIST. EXISTING UP DN - W/ WITH FL FLOOR WRB WEATHER RESISTIVE BARRIER SMOKE+CARBON MONOXIDE DETECTOR SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH THE d[cN PM4CXeLLiia0.xt,[RR,px6.glp[i1,pn5 pNrp[IMp�F#Ipi pr"C1upFLL[ SC WD. WOOD SMOKEAND CO DETECTORS SHALL COMPLY P`oHR[Npp[RL°lxu ppnYAnp M°Yyplp[usFppY pIRPA pPHpFc ipp pi"wppwMic, QiN plropipiMf pRNFci eYmxENpgm¢A WIYpR wnR[,l°R OpiNe ORW[n BY REQUIREMENTS OF BCNYS 1704&1705. 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 PERFORM SELECTIVE SYMBOLS, & NOTES CENTER LINE PERIMETER INSULATION RENOVATIONS ON THIS EXISTING HOUSE, PROVIDE CATHEDRAL CEILING ROUGH ELECTRIC IN THE LIVING AREA, REPLACE WINDOWS, REPLACE THE FRONT PORCH SHEET NO: �.r- — BREAK LINE INSULATION AND CAULKING WITH A ROOFED PORCH,AND REPLACE THE BACK DECK WITH A FINAL ENERGY CODE COMPLIANCE COVERED PATIO. NO CHANGE OF USE OR OCCUPANCY IS PROPOSED. A1,01 SHEET 1 OF 15 WINDOW & DOOR SCHEDULE, ENERGY CODE COMPLIANCE MCGORRY U-FACTO / -V HGC RESIDENCE ID ASSEMBLY MAKE/MODEL DIMENSIONS HARDWARE NOTES QTY ECCNYS PROPOSED ECCNYS PROPOSED 1995 RUTH ROAD DA AWNING WINDOW ANDERSON 200 32"W x 18"h PER OWNER LOW-E4,TEMPERED 4 0.32 0.30(PASS) 0.40 0.28(PASS) MATTITUCK,NY 11952 © D.H.+FIXED+D.H.WINDOW ANDERSON 400 114"w x 50"h PER OWNER LOW-E4 1 0.32 0.30(PASS) 0.40 0.28(PASS) © (2)D.H.WINDOW ANDERSON 400 72"w x 60"h PER OWNER LOW-E4 2 0.32 0.30(PASS) 0.40 0.28(PASS) �D D.H.WINDOW ANDERSON 400 36"w x 60"h PER OWNER LOW-E4 3 0.32 0.30(PASS) 0.40 0.28(PASS) �E (3)D.H.WINDOW ANDERSON 400 96'W x 42"h PER OWNER LOW-E4 2 0.32 0.30(PASS) 0.40 0.28(PASS) FO D.H.WINDOW ANDERSON 400 32'Wv x 4211h PER OWNER LOW-E4 1 0.32 0.30(PASS) 1 0.40 0.28(PASS) - FIRST FLOOR WINDOWS ARE ANDERSEN 400 SERIES, 1 EXTERIOR COLOR,WHITE INTERIOR - WINDOW SIZES LISTED ARE NOT CONFIRMED.SUBMIT A LIST OF ROUGH OPENINGS AND - SIZES LISTED ARE NOMINAL SO CONSULT MANUFACTURER DATA FOR ROUGH OPENINGS&ACTUAL UNIT DIMENSIONS PROPOSED WINDOW SIZES PRIOR TO PURCHASE FOR OWNER/ARCHITECT REVIEW. - PROVIDE TEMPERED IGU IN ALL WET AND HAZARD CONDITIONS INCLUDE ACCESSORIES AND OPTIONS FOR EACH WINDOW FOR OWNER CONFIRMATION. TAX MAP NO.1000-105:7-7 # ISSUE/REVISION DATE 0 GARAGE DOOR TBD 96"x 84" PER OWNER DOUBLE SWING DOORS w/GLAZING 1 0.32 <0.32(PASS) 0.40 <0.40(PASS) 2O ENTRY DOOR, GROUND a,b JELD-WEN ARCH'L COLL. 36"x 80" ENTRY, DEADBOLT RH, SOLID CORE WOOD 1 0.32 <0.32(PASS) 0.40 <0.40(PASS) .00 FILING SET 04.02.2025 3O SLIDER b ANDERSEN 400 72"x 80" PER MFR., DEADBOLT RH, SOLID CORE WOOD 1 0.32 <0.32(PASS) .01 FILING AMENDMENT 06.20.2025 ® REAR ENTRY DOOR a,b JELD-WEN 30"x 80" ENTRY, DEADBOLT RH, SOLID CORE WOOD 1 0.32 <0.32(PASS) 0.4 <0.40(PASS) GARAGE ENTRY DOOR JELD-WEN 30"x 80" ENTRY, DEADBOLT LH, SOLID CORE WOOD 1 0.32 <0.32(PASS) DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE a-PROVIDE LARSON GLAZED VENTED STORM DOOR AT NEW EXTERIOR DOORS If-PROVIDE TEMPERED IGU IN ALL GLAZED DOORS,SIDELITES,AND HAZARD CONDITIONS NOTE: SIAN 11"X 1T DRAW THIS MAY PRINTEEDD NOT TO SCALE CATHEDRAL CEILING 7.25"SPRAY FOAM - 49 >50(PASS) LaChapelle Architecture PLLC O ADDITION EXTERIOR WALL 5.5"BATT MINERAL WOOL - 20 23(PASS) P.O.Box Mattituck,NY 11 11952 ADDITION ROOF 7.25"SPRAY FOAM - 49 >50(PASS) (646)251-5058 jake@lachapellearchitecture.com ADDITION CRAWLSPACE WALL 2"XPS RIGID FOAM - 10 CONT. 13(PASS) ENERGY NOTES �EREDq,4 1. THE WORK PROPOSED HERE MUST CONFORM TO ECCNYS R503 REQUIREMENTS FOR ALTERATIONS 3. IN ACCORDANCE WITH R503.1.1.2 EXISTING CEILING,WALL,OR FLOOR CAVITIES EXPOSED DURING m WHERE APPLICABLE. CONSTRUCTION OF AN ALTERATION NEED NOT MEET THE REQUIREMENTS OF THE ECCNYS, PROVIDED ` THAT THE EXPOSED CAVITIES ARE FILLED w/INSULATION. if 2. AS REQUIRED BY ECCNYS TABLE R402.1.2 THE NEW PERIMETER WALL ASSEMBLY MUST ACHIEVE R-20.THE NEW ROOF ASSEMBLY MUST ACHIEVE R-49.THE NEW CRAWLSPACE WALL MUST ACHIEVE R10 4. REFER TO TABULAR ANALYSIS ABOVE FOR COMPLIANCE OF ASSEMBLIES w/ECCNYS. �� 0339 0�� CONTINOUSE. PROPOSED ASSEMBLIES EXCEED THIS; SEE COMPLIANCE CHART ABOVE. �OF N 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. AFLXrt[<i F[Pltc F[oMOL[ie W LW"xflLµOP[xeM9i 10P WlllC R"vpiPM[oLln [x[cm[0.No Lxu10[S.PmLuirofa,00.0¢LTmis MAY 8L Mlo[[I¢[Pi cY LAcxm[4[ pPoPOpMN}arxNPPm[m eY mn[A Pp�ml[a ORPpq WmvlelWX 0Irx19 PNw[cr[BY; ml"a PAFei[SYnixomrN[WRrtr(>t cONi[H c14CIW[lL[MLNrtemUN[PLLG DcoPYRWM3cSSLu'IWel1L N[PLLc ID FIXTURE TYPE MAKE/MODEL TEMPERATURE WET LOCATION FULL CUTOFF NOTES ENERGY AA EXTERIOR SCONCE TBD MAX.3,000K YES YES LANTERN SCONCE SIMILAR TO EXISTING ON HOUSE CODE BB EXTERIOR RECESSED WAC R4FS-WT 2,700K YES YES WHITE FINISH,SET FLUSH INTO CEILING;AIM AT WALL COMPLIANCE CC STEP LIGHTS WAC WL-LED1 01-27-WT 2,700K YES YES WHITE FINISH,SET FLUSH INTO STEP RISER SHEET N0: DID POST LIGHTS MAXIM LIGHTING 52120-SV 2,700K YES YES SILVER FINISH,INSTALL DRIVERS IN WEATHERPROOF BOXES UNDER STAIR A3mO:l EE INTERIOR RECESSED WAC R3ARDL-F-827-WT 2,700K NO N/A WHITE FINISH,TRIMLESS-TAPED INTO CEILING GWB FINISH SHEET 3 OF 15 SCTM:1000-106.-7-7 CM COVED MANHOLE ZONE: R-40 C.O. CLEAN OUT McGORRY CODE EXISTING PROPOSED COMMENTS REFERENCE DB DISTRIBUTION BOX RESIDENCE LOT INFORMATION: DBH (TREE)DIAMETER @ 1995 RUTH ROAD LOT AREA(SF) 40,000 21,866 NO CHANGE NONCONFORMING §280 ATT.3:1 BREAST HEIGHT MATTITUCK,NY 11952 LOT WIDTH(FT) 150 110 NO CHANGE NONCONFORMING 91 ER EXPANSION RING LOT LENGTH (FT) 175 200 NO CHANGE CONFORMS r=25.00 LR LEACHING RING EXISTING T.H. TEST HOLE FRONT PORCH SE AREA SF __ 8997 NO CHANGE NO CHANGE -- v.`N�oPO 1=39.27' U.P. UTILITY POLE REAR DECK(SF) 250 0 W.M. WATER METER EAR COVERED PATIO S -- 0 384 ADDITION -- 0 227 SHED(SF) O TOTAL LOT COVERAGE SF -4,373 2,018 2,629 )CONFORMS 20% 9.23% 12.02% §280-124 SETBACKS PRIMARY STRUCT.:* N FRONT YARD FT 40 40.6 NO CHANGE CONFORMS §280-124 \ p�\ L SIDE SECONDARY (FT)FRONT YARD 25 15 16.4 NO NO CHANGE CONFORMS §280.124 \ 36�, ''\ cP TAX MAP NO.1000-106-7-7 GE ONCO ORMING §280 124 \ O �l� tb \ rn, REAR YARD FT 50 114.8 115.9 CONFORMS §280-124 No # ISSUE/REVISION DATE C . GROSS SQUARE FOOTAGE:** �' \ �0 \ o, O \ �'\ .00 FILING SET 04.02.2025 BASEMENT SF -- 0 E UNFINISHED FIRST FLOOR SF -- 1597 1824 -- ' 11 \'. •A •01 FILING AMENDMENT 06.20.2025 TOTAL HABITABLE SF -3 536 1597 1824 CONFORMS 1 STORY HOUSE \ G \ (1,597 SF) \ 2 * §280-124: FOR LOTS LESS THAN 30,000 SF \'\ / �,•� \ ?' DRAWN BY:J.LACHAPELLE ** §280-207: FOR LOTS BETWEEN 20,000 AND 29,999 SF \ •O CHECKED BY:J.LACHAPELLE §280-208 PYRAMID LAW CONFORMANCE REQUIRED o •\ o^ 'y BEDROOM \ NOTE:THIS IS AN 11"x 17"SHEET §280-15:ACCESSORY BUILDINGS AND STRUCTURES \ ADDITION \ DRAWINGS MAY BE PRINTED NOT TO SCALE (FOR LOTS BETWEEN 20,000 AND 39,999 SF) \.\ o. r== (227 SF) \.\ HEIGHT F SIDE&REAR SETBACK F REMOVE EXISTING DECK \ LaChapelle Architecture PLLC 18 10 DRY WELLS; 20 15 (250 SF) `\ �\ P.O.Box 1251 COORDINATE Mattituck,NY 11952 22 20 PROPOSED COVERED PATIO w/POOL \ (432 SF) \. 2�� LOCATION \ (646)251 5058 jakeQlachapeilearchitecture.com \ DIMENSIONAL DATA IS OBTAINED FROM SURVEY BY FOX REMOVE SHRUBS •\ + \ LAND SURVEYING DATED 2/13/2025,WITH OVERLAY OF \ \ PROPOSED WORK BY LACHAPELLE ARCHITECTURE PLLC, \ AND PARTIAL TREE IDENTIFICATION.TREE CANOPY SIZESED,qRc LOCATIONS ARE APPROXIMATE. \ v+ STORMWATER CALCULATION NEW FRONT PORCH: NO NEW IMPERMEABLE SURFACE \ \ ,t NEW PATIO w/ROOF: 384 SF ADDITIONAL \ \ BEDROOM ADDITION ROOF: 189 SF ADDITIONAL TOTAL 573 SF ADDITIONAL \ \ OP �0 2" RAINFALL x 573 SF =95.5 CF STORAGE=714 GALLONS STORAGE \ ' V=Tcr2h \ \ '\ + cHrtf[N ECLLC n[G 0[sad n,M[sM 6'XWUWMSN �IyI YM[6 95.5 CF =Ti x Zftz x h RtP—llhD Ex.ny�.ox�xo rt� .PEES ,1RC�MrtuCNPE[PELC.twtl DPnWVu1M4vxtll1E us oIN"1V is PoxmN[n fn0i[rn, h =7.6TALL \' 28 g` W 11� \ "ExEa>.nt>"wrt ixF yn"rtrtrvPw[MDI Vow4G rt NnEP " THEREFORE PROVIDE (2)4'O x 4'TALL RINGS, FOR EXAMPLE \. 0 3g,20% GARDEN SHED �• ' g11 (82 SF) SITE PLAN GENERAL STORMWATER NOTES: - r -INSTALL DRY WELLS MIN.10' FROM HOUSE - \ -INCLUDE LEAF AND SEDIMENT SUMP UPSTREAM OF THE DRY WELLS \ \ SHEET NO: O SITE PLAN \ PROJECT TRUE NORTH SCALE: 1" = 30' \` (18.34 NORTH SHEET 5 OF 15 v McGORRY STAIR TO GARAGE TO ( NEW DECK FOOTINGS PER DETAIL UPGRADE TO 200 AMP RESIDENCE REMAIN;REPLACE EXISTING S� ELECTRIC SERVICE AND 2x4 RAILING W/S.S.HANDRAIL REPLACE PANEL 1995 RUTH ROAD CONFORMING w/R311.7.8 *r, .* MATTITUCK,NY 11952 r—----------------------- I r I I - I I I I I I I UP 0 I I a SAWCUT EXISTING SLAB FOR 24"x24"xl2„ TAX MAP N0.1000106:7-7 FOOTING;(3)#5 BAR IN EACH DIRECTION, PROVIDE BENTOSWELL WATER SEAL AS ISSUE/REVISION DATE UNFINISHED SLAB ON GRADE BASEMENT WATERSTOP AT INTERFACE BETWEEN .00_ FILING SET 04.02.2025 NEW AND OLD CONCRETE,TYP. .01 FILING AMENDMENT 06.20.2025 _ _ — I ————————————— ————————————— +" -- ---- I ————————————— ---------___-- ------- 'r1 — ----------- -------------- ------ ------ :tir ,- - ----- ,aC= CONFIRM IN FIELD THAT PSL POST AT FIRST FLOOR 4' DIA.STEEL ADJUSTABLE COLUMN DRAWN BY:J.LACHAPELLE BEARS N CONCRETE FOUNDATION WALL;ADD CENTERED UNDER POST ABOVE AT CHECKED BY:J.LACHAPELLE FIRST FLOOR,TYP. BLOCKIIIIG AS NECESSARY TO TRANSFER LOAD; NOTE:THIS IS AN 11"x 17"SHEET CONSU4T w/ARCHITECT IF CONDITION DIFFERS DRAWINGS MAY BE PRINTED NOT TO SCALE ACCESS HATCH IN PROVIDE BENTONITE A LaChapelle Architecture PLLC EXIST.OPENING WATERSTOP AT P.O.Box 1251 PERIMETER OF Mattituck,NY 11952 �-- — 16'-10" 43'-63" INTERFACE BETWEEN (646)251-5058 fake@lachapellearchitecture.com 4 EXISTING AND NEW UP FOUNDATION RED I r-1 Nc ARr, O O f ; I • I I 1, .,°I • I° t I REPLACE t { I I' I. I = 1 I< •.I I 1"' I I I • I I ;I ,:'J. ; /� 'ems cc � RIMJOIST WITH I BLb CKINGL II II. l i I. ..I., °` �` • r i - •i is �, B'MN.iJOI�TS I - {^ '. 1 •,I +I °I 1° I I I •I' I' h F 1 I ° ;1 �d ; ,I ; SCOPE NOTES: l ,'.� II • III;: III ►II IhI a ° III III. Ii aIIQ_.,o-. aI II II II° �Fs ass° a1.UPGRADE ELECTRIC SERVICE TO 200 AMP I 2.REPLACE(5)BASEMENT WINDOWS w/ , I I { : I°° I d" STAIR TO GRADE TO ° ° ,ANDERSEN 200 SERIES i I I REMAIN;PROVIDE S.S. I _,r_'`�__ I 3.MAINTAIN FUEL OIL FURNACE AND FUEL ;II a STORAGE HANDRAIL CONFORMING w/R311.7.8 -------------- ------ ---------- -------------------- ---------------------------� ---------- 2x8 FJs @ 16"O.C. NEW 4"CONC.SLAB OVER LINE OF FOOTING COORDINATE FOOTING w/WOVEN WIRE BASEMENT 8"REINFORCED CIP DIMENSIONS OF FABRIC REINFORCING CONSTRUCTION CONCRETE FOUNDATION FOUNDATION w/A9 PLAN WALL ON 24"x12"STRIP FOOTING O SHEET N0: PROVIDE DEHUMIDIFIER AT CRAWLSPACE NEW EXISTING PROJECT TRUE OPROPOSED BASEMENT PLAN TO CONFORM w/R408;INCLUDE FOUNDATION PARTITION NORTH NORTH SCALE: 3/16" = T-0" CONDENSATE PUMP TO EXTERIOR (18.34°) A6,01 SHEET 8 OF 15 ••l ••' -•• • ••• . ••. . '•- • •• RESIDENCE • ii I -I' -.. 1 .- -.. • r mj �Ml i I �I I� I - �f nIl SON FILING AMEND DRAWN := - ... DRAWINGS MAYBE PRINTED NOT TO SCALE P.O.Box 1251 �Atjti� �j�i�j�j� �j!O��IbJ�77�J7�T1,�I�i�,� ��-� �� _ a•+ =UPPER CABINETS AT 'REMOVE CEILING AT LIVING u�_�l /_�L�Li�/,L�1-1_�L./.►L�L�I_�I_�C�I��I_�L�I_�Iala � _ �� \, -•• � -ENT _ r •• :• .� ram'—_ �� ':= 's� : ��:•;� �" • :• _ — ,:.NM CONTACT WINDOW FRAME FIRST • �� - u ►fir - �� FLOOR CONSTRUCTION PLAN SHEET NO: A9,01 SHEET 1 9 , 24'-6" FRAME ENTRY HIPPED ROOF OVER McGORRY EXISTING;2x8 RJs @ 16"O.C.;2xl2 RESIDENCE RIDGE JOIST AND VALLEY PLATE 0 1995 RUTH ROAD -J-- I -1- J I I- J I I- -�-- J-- I \ I T- I - I--T--I - I--T--I - I T--I - I T -L - N MAnTUCK,NY 11952 20 PSF LL+12 PSF DL+20 PSL SL=52 PSF TL I I I I I I I I I NEW IPPED I I I I i - 12 SF 1x 52 xP SF=624 P/LF @ RIDGE BEAM /218"2.0E MICROLLAM LVL `\` lI I Il I II MTRR06F I l __ 7"x 16"2.0E TREATED PARALLAM PSL HEADER I I I I l I I r — OR SPANNING BETWEEN POSTS,MIN.3.5" —> 5 16"2.0E MICROLLAM LVL \`. i i i i r —;'r BEARING AT POST \ it l l t l l l t SAME SIZ ARALLAMS r-_ FOR21'-7"S N ii i i I\`+—\II i1 ii ii ii i1 II'r�—�I II I I I ` I \ II 11 II 11 11 r Ir' I I I II NEW 54-1"X 18 OE MICROLLAM LVL RIDGE BEAM;PLACE NEATH EXISTING RIDGE BOARD TO E ROOF LOAD; _ u I I I I `tl_ II I _J_y� I I I I II o II I I I I \`\i,'I I r i i i i i i i (2)14"x 18"2.0E MICROLLAMLVL HEADER TAX MAP NO.1000406:7-7 ENSURE POSITIV FARING OF - II I I I I ` I SISTERED JOISTS ON NEW GE BEAM ° i i i \`+ I i r'/i i i i i i ii SPANNING BETWEEN POSTS,LAMINAT & SECURED TOGETHER w/SIMPSON 4t ISSUE/REVISION DATE EXTEND GAS FIREPLACE FLU 3' OVE STRONG-TIE SDWS#12 FRAMING REWS, II I I I I I I I I I I I I I I ROOF RIDGE;FLU SIZED BY INSTAL R MIN.3.5"BEARING AT POST .00 FILING SET 04.02.2025 II I I I I I I I I I I I I I I� AS APPROPRIATE FOR SELECTED MA 01 FILING AMENDMENT 06.20.2025 &MODEL OF FIREPLACE,INSTALL PER o MANUFACTURER'S INSTRUCTIONS Ii I I I I I I I I I I I I I I II I I I I I I 21 1 I-6" I I I I I I DRAWN BY:J.LACHAPELLE \ CHECKED BY:J.LACHAPELLE Ali I I I I I I I I I r \ II \ I EA OF NEW SISTER EXISTING 2x6 RJs w/ W 2x10s I I I I I I I I I r`--- ---\��` NOTE:THIS IS AN 11"x 17"SHEET I I CIIATHIEDR14L I I I I I I II r \` `\ DRAWINGS MAY BE PRINTED NOT TO SCALE@ 16"O.C.;FASTEN w/SI SON'LRUZ' I C IN I "PSL ------------`� RAFTER HANGERS AT ISTING RIDGE 2f 7 POS o -IJ 2 OE-290OFb HIP — ------BOARD,ENSURE IVE BEARING ON II --------\\l\ LaChapelle Architecture PLLC RAFTERSTY,P r.NEW RIDGE BE ;LOWER BEAR ON \\\p P.O.Box 1251 TOP PL AT PERIMETER WALL --- ---- ----- -----------y Matituck,NY 11952 II I I I I I I I I I I I I I I II �______________ __\____________ ` \` (646)251-5058 jake@lachapellearchitecture.com r II I I ill I I I I I I I I I II ------------ --- -----------------` r II I I 1 1 I I \ 1 I I I I I I I I ll r Q r----------------- -- -------------------'`\ \ r r I \ \` �REOA --------------- r . ------------------- -------------------+\ 5� Rc I -------- ------ '/ / I I I \♦ -- \\``\ I�' \ ��AC l I l I ` ` ------------------- i I l ----------------- f- r— T------------ ' I I l I I I ` --- -------- — ,'I I \ ---------------- r I I \ n I I I 5 (2)2x10 HEADER TO r I l I I I I I I \\------- --------------- 4x4 IN WALL FRAMING __ i i i i i i i i i I I \ r —I------- l I -------t--- r I I l I l I I \ (P r I I l I I I I I I I \ r l I I I I I I I I \ J ,iJa I \ IL___ -' —� I' � � i � i � i i � `l \----------- �j, 033930 ---- r' r' I l l I l I I I I I I \ _ �` O ----------, I I I I I I I I I I I `�— OF NF—\,N`l I l I I I I I I I CD I I l I I I I CDf I r I I I I I I I I -r--,--t--�- --t--r-- t-- r --- I I I —NITf°N¢Pfl Rn Ro Fs5°PtgwF�ACTNFR EPRIKTFQRWHCHHffMPREIARE°O w"xa°M:m°°`1 B m"HE`nPNFR 5IRROMERP'ROErn, SCOPE NOTES: 27'-2" ,�I i i i i i i i I i i i i i i i i I\\ Esm Rwaa;wH 1.REPLACE ROOFING FELT AN6 ASPHALT SHINGLES AS NECESSARY TO ADD HIPPED MANUFACTURED LUMBER SIZES ARE GIV FOR 1 ROOF ENTRY ROOF WEYERHAUESER PRODUCTS;CONTRACTOR AY 26'-82" FRAMING PLAN 2.RELOCATE PLUMBING VENTS AND OTEHR SUBSTITUTE EQUAL PRODUCT BY BOISE CASC E FRAME HIPPED ROOF ADDITIONS OVER ROOF ACCESSORIES AS NECESSARY TO ADD EXISTING;2x8 RJs @ 16"O.C.;2x12 HIPPED ROOF AND VAULT LIVING AREA CEILING SPANS GIVEN ARE APPROXIMATE;CONFIRM ALL RIDGE JOIST AND VALLEY PLATE SHEET NO: O PROPOSED ROOF FRAMING PLAN DIMENSIONS IN FIELD 7"x 16"2.0E TREATED PARALLAM PSL HEADER PROJECT TRUE A10,01 SPANNING BETWEEN POSTS,MIN.3.5" NORTH NORTH SCALE: 3/16" = 1 O" CONSULT ARCHITECT WHERE CONDITIONS VARY BEARING AT POST (18.34°) OR FOR ALTERNATE SIZES SHEET 10 OF 15 IF -_VIA I MCGORRY NgmtjM�AINTA�INCLOSET I RESIDENCE I Qo I 1995 RUTH ROAD I I MATnTUCK,NY 11952 , I I l I I 0 �D I l I l I l I -� BATH 1 l FUR OUT WALL � l l � TAX MAP N0.1000-106.7-7 I ISSUE/REVISION DATE HANGER RODS,DIVIDERS, KING l 2 AND HAT SHELF .00 FILING SET 04.02.2026 _.._.:_.._.._.._.._:._.._.._.,_.. .._.._.._,._.._................. .01 FILING AMENDMENT 06.20.2025 J I M� PROVIDE STRAPPING TO WALK-IN CLOSET CONNECT HEADER TO TOP SEE A14&A15 (29 SF) PLATE AND FRAMING PER FOR ADDITION DRAWN BY:1.LACHAPELLE MDETAILS I CODE,BOTH BEARING POINTS I CHECKED BY.J.LACHAPELLE ® - - - - - - NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAYBE PRINTED NOT TO SCALE 4 NEW EAVE CONTINUES 1 1 EXISTING EAVE LINE LaChapelle Architecture PLLC v i UPTURNED 3 z'x 11 e"PSL z P.O.Box 1251 w i 2.0E-290OFb HEADER,SPAN I LINE OF NEW FOOTING - — — 0o I 13'-7"MAX. BEARING 3"MIN. I BELOW CRAWLSPACE Mattituck,NY 11952 l I 6'x T SHOWER l PROVIDE ANDERSEN (646)251-5058 jake@lachapellearchitecture.com I i JAMB EXTENSIONS TO / I l '0? ALLOW WINDOW'D'TO BEDROOM 3 I I FIT PROPERLY IN 2x6 (301 SF NET) _ 1 EFtED,q 140 SF ADDED CD I I CONSTRUCTION,TYP. �c�� 'c Cl' ACHq ' I ' l a I (56 SF NET) SOLID CORE BATH I. DOOR R a I i 1 i l yT�0 0 �04� R CVSSED i l F NV I MEDICINE /BINET �- 6'-0" _ _ 1_5'-0" 1 48"DOU L -SINK 227SFADDITI0N a""o4Ngpgagoe�eo «qoa °tt,°opwN��,,�„,,�, ANITY i ra I --------Q----- ------------------- --------------------------Q------_--------- -- I NEW PARTITION EXISTING BEDROOM 3 ADDITION- OOTING 1 l OR ADJUST PARTITION PART PLAN 2-0 I FRAMING l 4� - - 7-04 - - - - - - - - - - - - - -7-04 - - - - - - 4�� L - - - - - -- - - - - - - - - - J 22'-82' SHEET NO: O PART PLAN - BEDROOM 3 ADDITION LINE OF FOOTING PROJECT TRUE A:l3mO:l - LINE OF NEW EAVE NORTH NORTH SCALE: 3/8" ��-�� (18.34°) SHEET 13 OF 15 181N2/LF NET FREE AREA R`I i�IcG®RRY �DNT S,o C RESIDENCE q INSTALL'RAFTER VENT'BY DCI 1995 RUTH ROAD PRODUCTS ON TOP OF ROOF �' ASPHALT SHINGLES TO MATCH MATTITUCK,NY 11952 RAFTERS TO ALLOW LATERAL AIR EXISTING MOVEMENT IN HIPPED ROOF BLOCKING GRACE ICE&WATER SHIELD AT ENTIRETY OF NEW ROOF ROOF RAFTERS PER FRAMING PLAN GUTTERS AND 72'CLOSED-CELL SPRAY FOAM r,,. j LEADERS (R-52);ALLOW FOR 2"AIRSPACE ABOVE USING'SMARTVENT'TRAYS BY DCI PRODUCTS OR SIM. nsrs s ss% -rs ss s%, FURR OUT CEILING GWB AS NECESSARY Za MATCH EXIST. 12 INz/LF NET FREE AREA EAVE TAX MAP NO.1000-106:7-7 TO ACHIEVE FLAT SURFACE EAVE DIM. VENT TYP. # ISSUE/REVISION DATE HEAD& RUN PLYWOOD SHEATHING UP AS JAMB BAFFLE; NOTCH AROUND 00 FILING SET 04.02.2025 ADDITION PROFILE RAFTERS 20 oz.COPPER DRIP .01 FILING AMENDMENT 06.20.2025 INTERIOR TRIM PER OWNER'S 4 SAMPLE;WINDOWS ARE CONT.SEALANT AND BACKER ROD FACTORY-FINISHED COLOR r AT PERIMETER OF WINDOW TO DRAWN BY.J.LACHAPELLE INSIDE AND OUT TO BE STOP AIR INFILTRATION CHECKED BY:J.LACHAPELLE SELECTED BY OWNER JAMB ANDERSON DOUBLE-HUNG WINDOWS;SEE WINDOW SCHEDULE NOTE:THIS 15AN11"x17"SHEET PROVIDE WINDOW EXTENSIONS DRAWINGS MAY BE PRINTED NOT TO SCALE AS NEEDED ' DAM BLOCKING AT SILL LaChapelle Architecture PLLC USE SIMILAR TRIM AT & 2x6 STUD FRAMING,TYP.; P.O.Box 1251 PLACE FOUNDATION SO THAT JOISTS 52„BATT UNFACED MINERAL ALL INTERIOR DOORS - 8 � " Mattituck,NY 11952 POSITION FLOORING ALIGNED WITH EXISTING WOOD FLOORING TO MATCH TYP.SILL WOOL INSULATION(R23) (646)251-5058 jake@lachapellearchitecture.com NOTE:EXIST.SUBFLOORING MAY BE EXISTING; PROVIDE PROFILE M DIFFERENT THICKNESS THAN NEW z3i, SOUND-DAMPENING I AOR-APPROVED VAPOR BARRIER; 32 PLYWOOD SUBFLOORING UNDERLAYMENT VAPOR PERMEANCE BTWN.6.5 BRED ARC 3z'PLYWOOD SUBFLOOR; a' AND 30 PERMS SUCH AS EACH hi REPAIR ADDITION GLUED&SCREWED TO JOISTS 'HYDROGAP SA'BY OBDYKE OR �� A°F� EXISTING I PER CODE REQUIREMENTS HENRY BLUESKIN WITH DRAINAGE '' �� Oa MAT;AS ALTERNATE USE'ZIP' ° WOOD FLOOR AL N FLOOR FRAMING PER 1 SYSTEM BY HUBER WITH ' CRAWLSPACE PLAN A8 l DRAINAGE MAT-ONLY w/ 1 v 7"MINERAL WOOL INSULATION - ARCHITECT APPROVAL 03393� y0� (R-30)AT RIMBOARD 4 PLYWOOD SHEATHING;GLUE& OF NE`N SCREW POSITIVELY LAP SIDING PER ELEVATIONS VAPOR BARRIER FLOOR ASSEMBLY CANTILEVERED l— OVER FOUNDATION TO ACCOUNT XOC Po,°Ci lTOm[ntumff,o^Ion°wpMli[il0^iiu Ol inO FNCI[nIN FOR THICKNESS OF FOUNDATION SEAL RIMBOARD TOP AND BOTTOM INSULATION EXISTING NEW 2x10 P.T.SILL PLATE EQ•. EQ;' 1 x 3 PVC BLOCK ASSEMBLY � CRAWLSPACE •a° . 20 oz.COPPER DRIP ADDITION DETAILS ° SILL GASKET ABOVE AND BELOW ° CONPROCO EXTERIOR WALL TERMITE SHIELD ° a SYSTEM OVER FOAM INSULATION: 1"DIA.THREADED ROD ANCHOR(MIN. z STUCCO FINISH w/EMBEDDED S.S. SHEET NO: 24"EMBED)OR 1"DIA.J-BOLT;@ 32"O.C. LATH REINFORCING O TYPICAL DETAIL @ADDITION TRANSITION (6"FROM CORNERS, 12"FROM END OF TYPICAL DETAIL AT ADDITION EXTER 2"CONT.XPS INSULATION Al4mO:l SCALE: 11" — T-O" PLATE); PROVIDE CUT WASHER O SCALE: 1z" — 1'-� SHEET 14 OF 15 McGORRY RESIDENCE 1995 RUTH ROAD MATTITUCK,NY 11952 PROVIDE BENTONITE WATERSTOP IN CONTINUOUS STRIP BETWEEN EXISTING AND NEW CONCRETE TAX MAP NO.1000-106.7-7 FOUNDATION WALLS;'BENTOSWELL' BY OCM OR SIM. # ISSUE/REVISION DATE 6"x Z'GALV. DOWELS @ 16"O.C. BACKFILL oo FILING SET 04.02.2025 CONTINUED ON�A`14WHERE EXISTING AND NEW 2"CONT.XPS INSULATION CONTINUED ON A14 CONTINUED ON A14 FOUNDATION WALLS MEET ADHERED TO OUTER FACE OF o1 FILING AMENDMENT os.zo.zoz6 CONCRETE(R-10) AOR-APPROVED SELF-ADHERING FOUNDATION WATERPROOFING DRAWN BY.J.LACHAPELLE 15 MIL CLASS 1 VAPOR RETARDER NEW �I I MEMBRANE SUCH AS POLYWALL CHECKED BY:J.LACHAPELLE CRAWL SUCH AS'STEGOCRAWL;TURN UP CRAWL i1� •, 8"AT PERIMETER AND FASTEN TO ��I DIMPLE SHEET;USE ADHESIVE TO NOTE:THIS IS AN II"x17"SHEET WALLS WITH TERMINATION BAR FFIX-NO FASTENERS THROUGH DRAWINGS MAY BE PRINTED NOT TO SCALE B MBRANE . a . LaCha elle Architecture PLLC ~ �S&EDULE 30 PERFORATED PVC P ° EJI 1. PIP6 w/HOLES FACING DOWN, MIN P.O.Box 1251 SLOOE 4"IN 100 FT TO DRYWELL; Mattituck,NY 11952 ° q D� •"° a ° ° PLAdE PIPE BELOW BOTTOM OF (646)251-5058 jake@lachapellearchitecture.com 4 THICK CRUSHED a CRAWLSPACE FLOOR IN CRUSHED ° _ I I STONE(NO FINES) —_�° STONE(NO FINES)WRAPPED IN EXIST. _ _L — GEO-�EXTILE FILTER FABRIC 0 UNDISTURBED SOIL ° i CARED ARC C 8"CIP REINFORCED CONCRETE FOUNDATION WALL AT i PERIMETER OF NEW BASEMENT N� 8 x 24 CONTINUOUS CIP 9�� 0339 1C CONCRETE FOOTING AT OF WE PERIMETER w/(3)#5 BAR CONTINUOUS; MIN,3"COVER FOR BARER MLLmvn armnrnaen or ' v+xen vam¢s',"wi'r ouiinir amin'cv1°,�ur0° nucnrtmruu rua m cv mnvm ame ucxurtu°M ADDITION DETAILS PROVIDE UNDERPINNING AS NEEDED AT EXISTING FOOTING&FOUNDATION SHEET NO: O TCALEAL DETAIL @ ADDITION JUNCTION w/ EXISTING FOUNDATION O TYPICAL SCALE: 1O1 AIL@ ADDITION FOUNDATION Al 5,0 .1 z — SCA 1z — SHEET 15 OF 15