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HomeMy WebLinkAbout51316-Z ~o�*pF SOUlyO`o Town of Southold * * P.O. Box 1179 �oA! 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47093 Date: 05/29/2026 THIS CERTIFIES that the building ALTERATION Location of Property: 800 Koke Dr Southold, NY 11971 Sec/Block/Lot: 87.-5-7 Conforms,substantially to the Application for Building Permit heretofore,filed in this office dated: 09/11/2024 Pursuant to which Building Permit No. 51316 and dated: 10/28/2024 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: "As-built" additions and alterations (demolition by Southold Town Code definition) including a conversion of a seasonal dwelling into a FENIA compliant single-family dwelling with a screened porch, rear deck, and an outdoor shower as applied for per ZBA#7826 dated 11/2/2023. The certificate is issued to: Walter Gless, Suzanne Caltagirone ,Keith Gillanders ,Paul Gillanders , Sinclair E Sup Need Trust Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0420 1/9/2026 ELECTRICAL CERTIFICATE: 51316 11/12/2025 PLUMBERS CERTIFICATION: HenrySmith 11/18/2025 uth d ignature of Sao rgolc 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#: 51316 Date: 10/28/2024 Permission is hereby granted to: Walter E Gless 428 Oxoboxo Dam Rd Oakdale, CT 063701225 To: Legalize "as built"demolition (by Southold Town definition)to a seasonal dwelling and construct additions and alterations that convert the seasonal dwelling into a FEMA compliant single-family dwelling to include HVAC system,hotwater heater,outdoor shower and deck replacement as applied for per Trustees,ZBA, DEC and SCHD. Requires a floodplain development permit. Premises Located at: 800 Koke Dr,Southold, NY 11971 SCTM#87.-5-7 Pursuant to application dated 09/11/2024 and approved by the Building Inspector. To expire on 10/28/2026. Contractors: Required Inspections: Fees: As Built Addition/Alteration $890.00 Single Family Dwelling- Addition&Alteration $580.50 CO Single Family Dwelling-New $100.00 Flood Permit $150.00 Total S1,720.50 Building Inspector o��OF SOUIy�I � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'O COUNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Walter Gless Address: 800 Koke Dr City: Southold St: NY Zip: 11971 Building Permit#: 51316 Section: $7 Block: 5 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Stiedl Electric License No: 45017ME SITE DETAILS Office Use Only Indoor Po Crawl F% Service rV-1 Solar r Outdoor P 1st Floor Wo Pool r Spa Renovation F 2nd Floor F Hot Tub F Generator F Survey F Loft P Garage Battery Storage Id INVENTORY Service 1 ph FV- Heat Duplec Recpt 24 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph F Hot Water 30A GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 2 Main Panel 200A A/C Condenser 1 Single Recpt 1 Recessed Fixtures 17 CO Detectors Sub Panel A/C Blower 1 Range Recpt 40A Ceiling Fan 4 Combo Smoke/CO 2 Transfer Switch Step Lights 14 Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 21 4'LED Exit Fixtures Other Equipment: Fridge, Oven, (2)DW, Micro/ Hood, W/D, Dehumidifier, 200A Panel 30 Circuit/26 Used Notes: One Story House w/ Loft '� Inspector Signature: XE ;q Date: November 12, 2025 Sean Devlin Electrical Inspector sean.devlin(a)-town.southold.ny.us 800KokeHouse f ® 9 Town Hall Annex r ti� y� Telephone(631)765-1802 54375 Main Road P.O.Box 1179 a, C'* a i Southold, NY 11971-0959 %r BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: WA 0-le!? 6LL e 5 S (Please print) j�- Plumber: �,� 6,M 1 I +"1 o 3 3jv) P (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this,;�41 day of �fC .- 20 Notary Public County s NOV 1 8 2025 ,:- �.. CONNIE D.BUNCH Notary Public,State of New York a.,„•,,•:,« Y�,,.: r wart. No.01 BU6186050 Qualified in Suffolk County Commission Expires April 14, 2 0 a chi 1 OE SOUIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. o m�a� 631-765-1802 �t% - INSPECTION ' tV(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 REMA S: _60�bh WV DATE l l0 INSPECTOR 1 -- �o,*pP SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPEC 7ROUG- ON 1-1 FOUNDATION 1ST H PLBG. [ ] F NDATION 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 REMARKS: 69AA �M95, I/U°IY1�Qi �' VA"V�o Ram I vk".. vo v SLAA( O4 A3 SO) A3 hm�l lr-oo, DATE INSPECTOR SO(/Tgolo /1 l (� 1 `o # Ti;WN O SOUT221) 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 [ J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: go U-5 or 11 DATE o2 INSPECTOR IWO�-b6 W 1 OF SObTyolo - -- -- * # TOWN" OF SOUTHOLD BUILDING DEPT. Como, 631-765-1802 INSPECTION ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ :] FOUNDATION 2ND [ �NSULATIOWCAULKING [ ] 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: _p-t2_0$A iq-51v - 11e_2 A eaej Ae S 4941. �� S J Gy(�ol OW P.t2 �,00�_ /zG�y�Ts w I ll he 17.eeda pp--4de- kw, off- 110 caves ,4M ept.Wgo( /"s 42 5h2,U DATE INSPECTOR SOUtyO� ( -- f # �r y T WN OF SOUTH- _- UILDING DEP . coorm,��' (61 .765-1 2 INS-P-E-C ION [ ] 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: C G O V o' �f b . ,jr '.1 10 DATE /Q INSPECTOR " fag SOUIyo h0 l0 # TOWN OF SOUTHOLD BUILDING DEPT. cu 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR /] FI UGH PLBG. FOUNDATION 2ND SULATION/CAULKING FRAMING /STRAPPING NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] _FIRE RESISTANT PENETRATION [ . ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C ��i2i� 0 '_ WD NK • y oi� uwQ �- �� C4'�� L P.W�� ' ' 144MAl to DATE IY LA) h/ U.S. DEPARTMENT OF HOMELAND SECURITY ronna control No116r0ooaaa .` Federal Emergency Management Agency ; cpi� tion Bate:06/301202¢ ;. National Flood Insurance Program -` ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9119'� Copy all pages of this Elevation Certificate and all attachments for(1)community official, 2) insurance agent/compa.ny.,:arrd�(3)'',bdilding'owher. SECTION A—PROPERTY INFORMATION FOR INSURANCE_;COMPANY USE Al. Building Owner's Name: Walter Gless Policy Number: WALTER /Ac. dunamy aueei riaaress kuicwuuiy MPt., unit, Dune,anwor niay. NU./or r.U. rcouie ana rsox Company NAIL Number: 800 KOKE DRIVE City: SOUTHOLD State: NY ZIP code: 11971 A3. Property Descri tion (e.g., Lot and Block Numbers or Legal Description)and/or Tax Parcel Number: SCTM; 1000-87-5-7 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.): RESIDENTIAL A5. Latitude/Longitude: Lat. 41°02'19"N Long. 72°25'19"W Horizontal Datum: ONAD 1927 ONAD 1983 MWGS 84 A6. Attach at least two and when possible four clear photographs(one for each side) of the building (see Form pages 7 and 8). A7. Building Diagram Number: 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): 773 sq.ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? QYes ®No ON/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade: Non-engineered flood openings: 0 Engineered flood openings: 4 d) Total net open area of non-engineered flood openings in A8.c: 200 sq. in. e) Total rated area of engineered flood openings in A8.c(attach documentation—see Instructions): 800 sq.ft. f) Sum of A8.d and A8.e rated area(if applicable—see Instructions): 800 sq.ft. A9. For a building with an attached garage: a) Square footage of attached garage: NIA sq.ft. b) Is thereat least one permanent flood opening on two different sides of the attached garage? DYes ®No ON/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non-engineered flood openings: Engineered flood openings: d) Total net open area of non-engineered flood openings in A9.c: sq. in. e) Total rated area of engineered flood openings in A9.c(attach documentation—see Instructions): sq.ft. f) Sum of A9.d and A9.e rated area (if applicable—see Instructions): sq.ft. SECTION B—FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1.a. NFIP Community Name: SOUTHOLD B1.b. NFIP Community Identification Number: 360813 B2. County Name: SUFFOLK B3.State: NY B4. Map/Panel No.: 36103CCO166 B5. suffix: H B6. FIRM Index Date: 09-25-09 B7. FIRM Panel Effective/Revised Date: 09-25-09 B8. Flood Zone(s): AE B9. Base Flood Elevation(s) (BFE) (Zone AO, use Base Flood Depth): EL 6 B10. Indicate the source of the BFE data or Base Flood Depth entered in Item B9: 03FIS FIRM Onnmm inity nPtPrminPri ®Other: B11. Indicate elevation datum used for BFE in Item B9: ®NGVD 1929 XNavn lggg ©Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? DYes 2,No Designation ®CBRS ®OPA B13. Is the building located seaward of the Limit of Moderate Wave Action (LiMWA)? DYes UNo FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (10/22) Page 2 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 800 KOKE DRIVE SOUTHOLD NY 11971 Policy Number: City: State: ZIP Code: Company NAIC Number: SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ®Construction Drawings* DBuilding Under Construction* QFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,AO,A(with BFE),VE,VI—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO, A99. Complete Items C2.a—h below according to the Building Diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: RTK GPS Vertical Datum: NAVD88 Indicate elevation datum used for the elevations in items a)through h)below. ONGVD 1929 VANAVn 1gR.9 00ther: Datum used for building elevations must be the same as that used for the BFE. Conversion factor used? ®Yes 0No If Yes, describe the source of the conversion factor in the Section D Comments area. Check the measurement used: a) Top of bottom floor(including basement, crawlspace, or enclosure floor): 5.9 M feet ® meters b) Top of the next higher floor(see Instructions): 11.6 0 feet ® meters c) Bottom of the lowest horizontal structural member(see Instructions): ® feet ® meters d) Attached garage (top of slab): ® feet ® meters e) Lowest elevation of Machinery and Equipment(M&E)servicing the building (describe type of M&E and location in Section D Comments area): 10.4 2 feet meters f) Lowest Adjacent Grade(LAG)next to building: ONatural ®Finished 5•0 Q feet ® meters g) Highest Adjacent Grade(HAG) next to building: ®Natural OFinished 9.0 9 feet ® meters h) Finished LAG at lowest elevation of attached deck or stairs, including structural support: 6.0 ® feet 0 meters SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by state law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? UYes ®No ® Check here if attachments and describe in the Comments area. Certifier's Name: KENNETH WOYCHUK LS License Number: 050882 E Title: NYS Professional Land Surveyor �P�� 1 M w �O Company Name: Kenneth Woychuk Land Surveying PLLC CO Address: PO Box 153 city: Aquebogue State: NY ZIP code: 11931 r Date: Nov.25,2025 ss J� Telephone: 631-298-1588 Ext.: Email: Ken@WoychukLS.com �4AtN0 Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and (3) building owner. Comments (including source of conversion factor in C2;type of equipment and location per C2.e;and description of any attachments): AC unit on elevated exterior wood platform at elev 10.4 FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (10/22) Page 3 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE 800 KOKE DRIVE Policy Number: City: SOUTHOLD State: NY ZIP Code: 11971 Company NAIC Number: SECTION E-BUILDING MEASUREMENT INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO,ZONE AR/AO,AND ZONE A(WITHOUT BFE) For Zones AO,AR/AO, and A(without BFE), complete Items E1—E5. For Items E1—E4, use natural grade, if available. If the Certificate is intended to support a Letter of Map Change request, complete Sections A, B, and C. Check the measurement used. In Puerto Rico only, enter meters. Building measurements are based on: OConstruction Drawings* E3Building Under Construction* OFinished Construction *A new Elevation Certificate will be required when construction of the building is complete. E1. Provide measurements (C.2.a in applicable Building Diagram)for the following and check the appropriate boxes to show whether the measurement is above or below the natural HAG and the LAG. a) Top of bottom floor(including basement, crawlspace, or enclosure) is: ® feet D meters Dabove or Obelow the HAG. b) Top of bottom floor(including basement, crawlspace, or enclosure) is: ® feet D meters ®above or Obelow the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions),the next higher floor(C2.b in applicable Building Diagram)of the building is: ® feet D meters Dabove or Obelow the HAG. E3. Attached garage(top of slab) is: D feet D meters Dabove or ®below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is: ® feet ® meters Dabove or Obelow the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? O Yes ® No ® Unknown The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S AUTHORIZED REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge OCheck here if attachments and describe in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Date: Telephone: Ext.: Email: Comments: FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (10/22) Page 4 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No.: FOR INSURANCE COMPANY USE Policy Number: City: State: ZIP Code: Company NAIC Number: SECTION G—COMMUNITY INFORMATION (RECOMMENDED FOR COMMUNITY OFFICIAL COMPLETION) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Section A, B, C, E, G, or H of this Elevation Certificate. Complete the applicable item(s)and sign below when: G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, Oengineer,or architect who is authorized by state law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.a. a local official completed Section E for a building located in Zone A(without a BFE),Zone AO, or Zone AR/AO, or when item E5 is completed for a building located in Zone AO. G2.b. CA local official completed Section H for insurance purposes. G3. Oln the Comments area of Section G,the local official describes specific corrections to the information in Sections A, B, E and H. G4. OThe following information(Items G5—G11) is provided for community floodplain management purposes. G5. Permit Number: G6. Date Permit Issued: G7. Date Certificate of Compliance/Occupancy Issued: G8. This permit has been issued for: ONew Construction OSubstantial Improvement G9.a. Elevation of as-built lowest floor(including basement)of the building: Ofeet IOmatPrc Datum: G9.b. Elevation of bottom of as-built lowest horizontal structural member: Ofeet O Datum: matPrc G10.a. BFE(or depth in Zone AO)of flooding at the building site: Ofeet ® Datum: matPrc G10.b. Community's minimum elevation (or depth in Zone AO) requirement for the lowest floor or lowest horizontal structural member: ®feet Omatarc Datum: G11. Variance issued? ®Yes ®Nn If yes, attach documentation and describe in the Comments area. The local official who provides information in Section G must sign here. l have completed the information in Section G and certify that it is correct to the best of my knowledge. If applicable, l have also provided specific corrections in the Comments area of this section. Local Official's Name: Title: NFIP Community Name: Telephone' Ext.: Email: Address: City: State: ZIP Code: Date: Comments(including type of equipment and location, per C2.e; description of any attachments;and corrections to specific information in Sections A, B, D, E, or H): FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (10/22) Page 5 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.: FOR INSURANCE COMPANY USE Policy Number: City: State: ZIP Code: Company NAIC Number: SECTION H —BUILDING'S FIRST FLOOR HEIGHT INFORMATION FOR ALL ZONES (SURVEY NOT REQUIRED) (FOR INSURANCE PURPOSES ONLY) The property owner, owner's authorized representative,or local floodplain management official may complete Section H for all flood zones to determine the building's first floor height for insurance purposes. Sections A, B, and I must also be completed. Enter heights to the nearest tenth of a foot(nearest tenth of a meter in Puerto Rico).Reference the Foundation Type Diagrams(at the end of Section H Instructions)and the appropriate Building Diagrams(at the end of Section I Instructions) to complete this section. H1. Provide the height of the top of the floor(as indicated in Foundation Type Diagrams)above the Lowest Adjacent Grade(LAG): a) For Building Diagrams 1A, 1B, 3,and 5-9.Top of bottom Ofeet Omatarc Onhnva tha I AC, floor(include above-grade floors only for buildings with subgrade crawlspaces or enclosure floors) is: b) For Building Diagrams 2A, 213,4,and 6-9.Top of next Ofeet ®matarc Onhmia tha I AC; higher floor(i.e.,the floor above basement, crawlspace, or enclosure floor) is: H2. Is all Machinery and Equipment servicing the building(as listed in Item H2 instructions)elevated to or above the floor indicated by the H2 arrow(shown in the Foundation Type Diagrams at end of Section H instructions)for the appropriate Building Diagram? ®Yes ONn SECTION I—PROPERTY OWNER(OR OWNER'S AUTHORIZED REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and H must sign here. The statements in Sections A, B, and H are correct to the best of my knowledge. Note: If the local floodplain management official completed Section H,they should indicate in Item G2.b and sign Section G. OCheck here if attachments are provided(including required photos)and describe each attachment in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Date: Telephone: Ext.: Email: Comments: FEMA Form FF-206-FY-22-152 (formerly 086-0-33) (10/22) Page 6 of 19 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS ^g St•eet Accress - _ = dg No l or P.O. Rc_• -_ __ FOR INSURANCE COMPANY USE E: Polcy Number: ty SOUTHOLD �.,-; NY = ::F '1 197-1 �.m.any NA'C Number -structons. InSe.'I belCYJ at least MO a'd vihe- cuss b e`our phc:c g--.ohs shoving each s ce of tre for example may only be _ :ake front and back p ctures of town-ousel.rcviho.,sev. Idea^,f 3 :�i otographs vcth the date = Front V e►v,' `Rear View _.ght Side View "or 'Lest&de'v Phctog•aphs dust shcv::,.i =o..naa:cr. When food open -�s 3 c i;•esert, ^c de at least ere close- up photog•aph of rearesentatve`: open ^gs c•vents.as :ated in Sectons AS,a^c k?. a /7 i Ph•xc One C i::on: FRONT y , r I Photc'-rio Capt+on REAR Clea•Pr ot- !A Form FF-206.FY-22-152 ;former y Page 7 of 14 ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS ", . J 3:c- Eu - ng St•ee:A:.-ress _ :idg No i or. .0. Rot.:-. �4-: __ FOR INSURANCE COMPANY USE 8M KOKE DRIVE SOUTHOLD _ NY _ _ 'I 197'1 Pol,cy Number Company NAJC Number -s- •-- . _ ,_: a�rn prc:ogr3c•hz be : Y Ice . 3 .. ct__raphs:�:n - __._take^ and r'ro^.:'.'e►•r. '�'ie3• . -.. _ _ .. _ .- - . - '.':he^`load openings ?re present nc .,ae 3: east one close-,p pho,eg•aph of, re.esentatve _:. __: -as c .: .3 as -. _: __ _:aionsAS and AQ OF in�t wnim r 1 I 'l t- ■ t , SIDE i I I •y y ,�� °mil e+ Ph;,:c F:ur Cact on SIDE ear=hoto Fc_ FE'AA Form FF-:C:-FL' 1 `ornery OBd-;r. : __: Gage 8 o' tg Retrotec rCloud Quality Assurance Report Resnet 380-2016 Single Point Blower Door Test PASS Your Result: 1.97 ACH50 (279.45 CFM50*60/8500 fta) Target <= 3 ACH50 Test Information Test Name 800 koke drive southold Test Date 2025-11-14 03:39 PM (UTC-5) Export id YOWYA02F Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com Building Information Address 800 koke drive City southold State NY Zip/postal Code 11971 Country United States Year Constructed 2025 Elevation 10 ft Number of Stories (Above Grade) 1 Address Verified? No Building Latitude, Longitude Your location has not been validated. GPS validation Latitude/Longitude: 41.038761.-72.422144;Accuracy: 44 ft Estimated Distance From Address Not available Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 410079 Environmental Conditions Pre-test Indoor Temperature 68 T Pre-test Outdoor Temperature 49 T Wind Speed 21 MPH Average Barometric Pressure 101.5 kPa Test Dimensions f Conditioned Floor Area 850 ft2 CLE �'� ` : Volume 8500ft3 NOV 1 9 2025 1 it =8 V Mems" Retrotec rCloud Test Results Summary Test Type Resnet 380-2016 Single Point Blower Door Test Time Averaging 10 seconds Air Changes Per Hour 1.973 Induced House Pressure -48.68 Pa Corrected Flow 254.05 CFM @ 50 Pa Adjusted Flow 279.45 CFM @ 50 Pa Intercept 19.980 Slope, n 0.650 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline -0.22 Pa Depressurize esult Air changes at 50 Pa, nao 1.7933 /hri Air leakage rate at 50 Pa, q5o M Effectiive Leakage area, EfLA 13:962 in2 Adjusted Effective Leakage Area,EfLA 15.358 in2 Specific effective leakage area (floor), ELA _.0.0164 in2/ft2 Normalized leakage area, NLA 0.0164 Baseline,initial Pa -1.5 -1 0, 0.3 0.1 0.2 0.3 0.3 -0.4 -0.5 Average baseline,initial OP of -0.22 OP oi- -0.85 AP o,+ 0.2 Baseline Duration 13 seconds Building pressure (Pa) -48.44 Induced pressure (Pa) -48.22 Fan Pressure [5000- B2] (Pa) 88.46 Total flow q,(CFM) 256.26 Measured flow qm (CFM) 255.75 Total flow through envelope,gene(CFM) 246.53 Error 0.0% Correlation,r 1.0000 Confidence Limit 95% Intercept, Cenv 19.727 19.727 19.727 Intercept, CL 19.980 19.980 19.980 Slope,n 0.650 0.650 0.650 2 4 r r Retrotec rCloud Compliance Verification 3.2.1. Fenestration. Exterior doors and windows are closed and latched. Confirmed 3.2.2.Attached garages. If blower door is installed between the house and the garage,in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3. Crawlspace vents and hatches N/A 3.2.4.Attic doors and hatches Closed 3.2.5. Basement doors Closed 3.2.6. Interior doors.All doors between rooms inside the Conditioned Space Volume are Confirmed opened. 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position. Confirmed 3.2.9. Fans Turned Off-Any fan or appliance capable of inducing airflow across the Confirmed building enclosure are turned off Including, but not limited to,clothes dryers,attic fans, kitchen and bathroom exhaust fans,air handlers,ventilation fans used in a whole-house mechanical ventilation system (example a system intended to meet ASHRAE Standard 62.2),and crawlspace and attic ventilation fans.This requirement to turn fans off Includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non-motorized dampers (example pressure-activated operable dampers and Confirmed fixed dampers),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be left in their as-found positions. (example,a fixed damper in a duct supplying outdoor air1or an intermittent ventilation system that utilizes the HVAC fan shall be left in its as-found position). 3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior Confirmed or to unconditioned spaces shall be placed in their closed positions and shall not be further sealed. 3.2.11.1. Non-dampered ventilation openings of intermittently operating local exhaust Confirmed ventilation systems (example bath fan and kitchen range fan),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be left open. 3.2.11.2. Non-dampered ventilation openings of intermittently operating whole-house Confirmed ventilation systems,including HVAC fan-integrated outdoor air inlets,that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall not be sealed. 3.2.11.3. Non-dampered ventilation openings of continuously operating local exhaust Confirmed ventilation systems,(example bathroom or kitchen exhaust), that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed, preferably at the exterior of the enclosure. 3.2.11.4. Non-dampered ventilation openings of continuously operating whole-house Confirmed ventilation systems that connect the Conditioned Space Volume to the exterior orto Unconditioned Space Volume shall be sealed at the exterior of the enclosure where conditions allow. 3.2.11.5.All other Non-dampered intentional openings between Conditioned Space Confirmed Volume and the exterior or Unconditioned Space Volume shall be left open,(Informative Note: For example undampered combustion air or make-up air openings shall be left in their open position). 3.2.12.Whole-building fan louvers and shutters shall be closed. In addition,if there is a Not confirmed seasonal cover present,it shall be installed. 3.2.13.The opening to the exterior of evaporative coolers shall be placed in Its off Not confirmed position. In addition,if there is a seasonal cover present,it shall be installed. 3.2.14. Operable window trickle-vents and through-the-wall vents shall be closed. Not confirmed 3.2.15.Supply registers and return grilles are left in their as-found position and left Confirmed uncovered. 3.2.16. Plumbing drains with empty p-traps shall be sealed or filled with water. Confirmed 3.2.17.Vented combustion appliances shall remain off or in"pilot only° mode for the Confirmed duration of the test. 3 � � 1 N Mr �° e� Retrotec rCloud 3.5.1. Are the results of the test to be used for conducting a home energy rating or Yes assessing compliance with a building enclosure leakage limit?(For example,defined by code or by an energy efficiency program. r r` 4 fi=eC7 Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow Equation Parameters - 131 Units Used For Flow Parameters in Equation CFM Fan pressure (FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced,and the room pressure is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP= IPrBI- PrA If PrA is less than 0 or fan is self-referencing: FP= PrB Flow calculations are not valid if fan pressure is less than either MF or(K2 x IRPI) FP =fan pressure, RP= room pressure Range N K K1 K2 K3 K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287.0000 0.0000 0.4000 0.0000 1 20 B8 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow= (FP-RPxK1 °x K+ K3X FP)XK4 Range A B C D F G K2. MF B4 0.0000079426 -0.00864000 4.9000 206.00 -0.19 29 0.8000 40 B2 0.0000008800 -0.00290000 2.1500 90.00 0.10 30 1.0000 50 131 0.0000005000 -0.00128000 1.0200 54.00 0.00 30 1.0000 60 B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 B47 0.0000002690 -0.00035905 0.2435 12.05 0.09 25 1.0000 50 B29 0.0000001110 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50 flow= AxFP3 + BxFP2 + Cx FP) + D + G -RP xF 5 Company Info Name: Star Mechanical Address: P.O. Box 79 Location: Cutchogue, NY, 11g85 DEC 1 2 2025 Phone: 681-734-6882 E,urf,,e nq pepartment Air-Conditioning License #: %7j S..nyuthoca Client Info Building nameldescription: Oless Residence Contact name: Ed Lucas Address: 800 Koke Drive Location: Southold, New York, United States Phone: Load Summary Total building area: 1,000.0 SgFt Total cooling load: 5,554.8 BTUh Total cooling tonnage: 0.5 tons Total heating load: 3,516.1 BTUh Total airflow; 222.8 CFM ACCAaApproved Manual J8 Calculations 07:21:2712-11-2025 This software was developed by Carmel Software Corporation, It has been approved by ACCA for Manual J8 residential HVAC load calculations, System Checksums - Cooling Total building area (SgFt): 1,000,0 'dotal building volume (CuFt): 12,000,0 Total cooling sensible load (S7Uh): 4,155.E Total cooling latent load (gT Uh): 1,4011 `dotal cooling load (BTUh): 5,554.8 Total tonnage (tons): O's Total cooling infiltration airflow (CFM): 313 Total cooling ventilation airflow (CFM): 25.0 Total airflow (CFM): 222A Total infiltration air changes/hr (ACID): 0.17 Sensible heat coefficient (SI-IC): 1.10 Latent heat coefficient (LHC): 0.68 Cooling load density (STUN/SgFt): 5�55 Cooling airflow density (CFM/SgFt): 0.22 Cooling airflow/load (CFM/Ton): 451.2 Cooling area/load (SgFt/Ton): 2,160;3 ACCA-Approved Manual J8 Calculations 07:21:2712-11-2026 This software was developed by Carmel Software Corporation, It has been approved by ACCA for Manual JS residential HVAC load calculations. System Checksums - Heating Total building area (SgFt): 1,000.0 `metal building volume (CuFt): 12,000,0 Total heating load (STUh): 3,515.1 Total airflow (C'FM): 222.5 Total building air changes/hr (ACH): 1111 Sensible heat coefficient (SHC): 1,10 Latent heat coefficient (LHC): 0168 Heating load density (STUN/SgFt): 3.5 Heating airflow density (CFI /SgFt): 0«22 ACCA,-Approved Manual JS Calculations 07:21:2712-11-202 This software was developed by Carmel Software, Corporation. It has been approved by ACCA for Manual J$ residential HfAC load calculations, System Block Load Breakdown Cooling Description Value % Windows and Mass doors: 10454.4 28.2% Skylights: 0.9 9.0% Wood and metal doors: 0.0 0.0% Above grade walls: 0.0 0.0% partition walls: U 040% Below grade walls: 0.9 0.0% Ceilings: 0.0 Ba % Floors: 0.0 0.0% Infiltration: 858.9 15.5% Internal gain: 2,490.1 44.8% Duct heat gain: 0.0 910% Ventilation: 645.3 11.6% Blower heat gain; 0.9 9.0% Excursion adjustment load: 1461 1.9% Total cooling: 5,554.8 100% ACCA-Approved Manual J8 Calculations 07:21:2 12-11-2026 This software was developed by Carmel Software Corporation,. It has been approved by ACCA for Manual JS residential HVAC load calculations. System Block Load Breakdown - Heating Description Value % Windows and glass doors: 323.2 9. % Skylights: 0.0 0.0% Wood and metal doors: 0.0 0.0% Above grade walls: 0.0 0 0% Partition walls: 0.0 0.0% Below grade walls: 0.0 0.0% Ceilings: 0.0 0.0% Floors: 0.0 0.0% Infiltration: 2,461.6 00,7% Duct heat loss: 010 0.0% Ventilation 740.3 21.1% I.1ot water piping load: 0.0 0,0% Winter humidification load: 0.0 0.0% Total heating; 3j515.9 100% ACCA-Approved Manual JO Calculations 07.21,2712-11-2026 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual JS residential HVAC load calculations. Room Heating and Cooling Totals Room Name Cooling Load (BTUh)Heatiing Load (BTUh) Airflow (CFM) Livingroom 0.0 0.0 0.0 Kitchen 730.0 0.0 28.4 Bedroom 1 860.1 0.0 24.7 Bedroom 2 0.0 0.0 0.0 Lath 0.0 0.0 0.0 Foyer 0.0 0.0 0.0 Totals 1p590.1 0.0 53.1 ACCA-Approved Manual J8 Calculations 07:2 27 '12-11-202a This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual J8 residential HVAC load calculations. System Block Load Breakdown - Cooling �f. t ,dt i ✓. r f a,c. t: S ! t f 1 � Y t r Windows, glass doers, skylights. . 4 BTUh Envelope (walls, doors, roof, etc.): 8TUh Infiltration: Y ° 888 81'Uh Internal gain iwn..;..� _ ' r 13TUh Duct and blower heat gain{ ' 'L BTU Ventilation t .. 4 �645 8`CUh Excursion adjustment load.- ', 106:1`STUN `dotal cooling: 0,8 tons ACCA-Approved Manual J8 Calculations o ` :2 12-11-2028 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual J8 residential HVAC load calculations. System Black Load Breakdown - Heating INX K p fi. t 7 1� `. Nsr �. „r , r #. is Windows, glass doors, skylights. r 5232jTUh Envelope (walls, doors, roof, etc,). BTUh " N dory tfi _: Infiltration. T 1TUh e Al� 1�� ra�w � � S a Duct heat loss. fx,= r"` .0BTUh 77777 Ventilation/winter humidification. t4 STUh Hot water piping load, 4 STUh Total heating: 3,515.1 BTUh ACCA-,Approved Manual JO Calculations 07:21:2712-11-2025 This software was developed by Carmel Software Corporation. It has been approved by A.CCA for Manual J8 residential HVAC load calculations. System AED Curve AEA Average Gain Umit Lino,. 2,567 2,201 1,467 14100 7 36 _. 8 s 10 11 12 13 14 15 16 97 18 19 20 Hour of Day AC CA-Approved Manual J8 Calculations 07:2102712-11-2025 This software was developed by Carrel Software Corporation. It has been approved by ACCA for Manual JS residential HVAC load calculations. Name: Star Mechanical Address: P.O. Box 797 Location: Cutchogue, DIY, 11935 Phone: 631-734-6382 Air-Conditioning License # Client info Building nameldescription: Cless Residence Contact name: Ed Lucas Address 800 Koke Drive Location: Southold, New York, United States Phone: Load Summary Total building area: 1,000.0 SgFt Fetal cooling load 5,554+8 B Uh "Dotal cooling tonnage: 0.5 tons Total heating load: 3,515,11 STUh Total airflow: 222.8 CEM ACCA-Approved Manual J8 Calculations 07,.54:2912-11-20 5 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual JS residential HVAC load calculations. System Checksums - Cooling Total building area (SgFt): 10000,0 Total building volume (CuFt): 12,000.0 Total cooling sensible load (STUh): 4,1530 Total cooling latent load (gTUh): 'IF40 1 Total cooling load (BTUh): 5,554.8 Total tannage (tons): U Total cooling infiltration airflow (CFM): 33.3 Total cooling ventilation airflow (CFM): 25.0 Total airflow (CFM): 222.8 Total infiltration air+changes/hr (ACH): 0417 Sensible heat coefficient ( HC): 1.10 Latent heat coefficient (LHC): 0.68 Cooling laud density (BTUh/SqF* 5.55 Cooling airflow density (CFM/SgFt): 0.22 Cooling airflowiload (CFM/Ton): 481.2 Cooling area/load (SgFt/Ton): 2,1003 ACCA-ApprovedManual J8 Calculations 07:84:2912-11-2025 This software was developed by Carmel Software Corporation, It has been approved by ACCA for Manual J8 residential HVAC load calculations. System Checksums Heating Total building area (SgFt): 1,000.0 `Dotal building volume (CuFt): 12,000.0 Total heating load (STUh): 5,515,1 Total airflow (CFM): 222.8 Total building air changes/hr (ACH): 1.11 Sensible heat coefficient (SHC): 110 Latent heat coefficient (LHC): 0.68 Heating load density (STUhl$gFt): 3.5 Heating airflow density (CFMJSgFt): 0,22 ACCA-Approved Manual J8 Calculations 07:34:2912-11-2025 This software was developed by Carmel Software Corporation. It has been approved by ALGA for Manual JS residential HVAC load calculations. System Blau Load Breakdown - Coaling Description Value % Windows and glass doers; 10454.4 26,2 ¢ Skylights: 0.0 0.0_ % Wood and metal doors: 0.0 0.0Io Above grade walls: 0.0 0.0% Partition walls:, 010 0.0% Below grade walls 0.0 0.0% Ceilings: 0.0 0.0% Floors: 0.0 0 0% infiltration: 858,9 15.5% Internal gain: 2,490.1 44.5% Duct heat gain; 0:0 0.0% `ventilation: 645.E 11.6% Blower heat gain: 0.0 0.0% Excursion adjustment load:: 106.1 1.9% Total cooling: 6,654.8 100% ACCA-Approved Manual JB Calculations 07:34:2912-11-2026 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual JS residential HVAC load calculations. System Block Load Breakdown - Heating Description Value % Windows and glass doors 323.2 9.2% Skylights: 0.0 0 % Wood ,and metal doors: 0.0 0;0% Above grade walls: , U% Partition walls: 0.0 0.0% Below grade walls: 0.0 0.0% Ceilings: 0.0 0.0% Floors: 0.0 040% Infiltration: 2,451.6 09.7% Duct heat loss: 0.0 0.0% Ventilation 740a3 21,1% Hoyt water piping load: 0.0 0 0% Winter humidification load: 0.0 0 0% Total heating: 3 515 l 100% ACCA-Approved Manual JS Calculations +07:34:2912-11-2026 This software was developed by Carmel Software Corporation. it has been approved by ACCA for Manual J8 residential HVAC load calculations. Room Heating and Cooling Totals Room Name Cooling Load (BTUh)H+eating Load (BTUh) Airflow (CFM) Livingroom 0.0 0.0 0.0 Kitchen 730.0 0.0 28.4 Bedroom 1 860.1 0.0 24.7 Bedroom 2 0.0 0.0 0.0 Bath 0.0 0.0 0.0 Foyer 0.0 0.0 0.0 Totals 1,590.1 0.0 53.1 ACCA-Approved Manual J8 Calculations 07:34:29 12-11-202 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual JB residential HVAC load calculations. System Block Load Breakdown - Cooling j � r Windows, glass doors, skylights, �_..._,�.�..� ��. 1454<4 BTUh Envelope (walls, doors, roof, etc,)- ' .L :0'BTUh .75 Infiltration, ' 8t gi BTUh Internal gain: . _� ,49 , BTUh Duct and blower heat gains 4.Q B` Uh Ventilation: ._6453 BTUh Excursion adjustment Load, - 106A BTUh Total cooling; 0,6 tons ACCA-Approved Manual JB Calculations 07 34:28 12-11-202 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual JS residential H'VAC load calculations. System Block Load Breakdown - Heating qq 4 �✓ psi�, I� § kit",r A 77, Windows, glass doors, skylights: ° 3212 BTUh Envelope (walls, doors, roof, etc.): 1 , w ...; . . x f .� STUN Infiltrations ; � ,4�51 STUN Duct Feat loss fr Sd r, °4, ;BTUh Ventilation/winter humidification, � 740 3 BTUh Hot grater piping load. t 40 S1`Uh an. «_._.... ._, - .,vww. . Total Keating: 3,516.1 BTUh ACCA-Approved Manual J8 Calculations 07:34:2912-11-2025 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual J8 residential HVAC load calculations. System AED Curve AED , Average Gad fj.t l We 2,567 -- 2,20 1,834 1,467 1,1100 734 36 a 9 10 11 12 13 14 15 1-0 17 18 19 20 Hour of Day AC+CA®Approved Manual A Calculations 07:34:2 12-11-2025 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual JS residential HVAC load calculations. FIELD INSPECTION REPORT DATE COMMENTS to ti p r FOUNDATION (1ST) ------------------------------------- — - C FOUNDATION (2ND) - 7 0 AA (pee 6 ROUGH FRAMING& PLUMBING OG S CMS gage.I1,o ; l • a•a n s��•�fi�rr �. C.au//v -�<� arc _-- .c INSULATION PER N.Y. - STATE ENERGY CODE lltgoKaweD2- Tl« D GO✓C�' Rhts Gs It t �► �31 ov o l(k, o✓ van/ v r FINAL ��► -- -- 0 � styCZ ADDITIONAL COMMENTS • 1r � O 31-in 0cle) o � N A TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 hops://www.southoldtow=.gov Date Received APPLICATION FOR BUILDING PERMIT ECEOwE For Office Use Only PERMIT NO. I I (D Building Inspector: 1 S E P 2024 Applicafionsand formsmust be filled but'in their:.entirety -Incomplete applications will not be accepted .Where the Applicant is not the owner,,an Du'vlding Department owner's Authorization,form'(Page 2)shaff be:completed Town of Southold Date:September 5th, 2024 OWNERS)OF PROPERTY Name: Walter Gless SCTM#1000-87.-5-7 Project Address:800 Koke Drive, Southold, NY 11971 Phone#: (860) 460-9718 Email: waltergless@aol.com Mailing Address:428 Oxoboro Dam Road, Oakdale, CT 06370 CONTACT PERSON Name:Jake LaChapelle AIA Mailing Address: P.O. Box 1251, Mattituck, NY 11952 Phone#: (631) 251-5058 Email:jake@lachapellearchitecture.com DESIGN PROF ESSIONAL'IN FORMATION: ' Name:Jake LaChapelle AIA Mailing Address: P.O. Box 1251, Mattituck, NY 11952 Phone#: (631) 251-5058 Email:jake@IaChapellearchitecture.com CONTRACTOR INFORMATION:. Name:tbd Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 100,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 ROPERTY INFORMATION Existing use of property:seasonal residence Intended use of property: single-family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 . this property? ❑Yes M No IF YES,PROVIDE A COPY. MCheck_Box After Reading':The owner/contractor/design professional is responsible"for ail drainage and storm water issues as provided by chapter 236;0f the:Town Code::ApPUCATION IS HEREBY;fIMADE to,the:Building Depart inentfortheissuance of aBuilding Penni#pursuant.to the Building Zone: Ordinance of the Town of Southold,Suffolk,County;New Yor�C and other applicable Cawrs'Ordinances or Regulations;for the,construction of buildings, additions;.alterations or for removal or demolltion`as herein described:The applicant agrees to complywrth-all applicabie laws,ordinances,building code,. housing Bode and reguletions`and toadmit authorized inspectors onpremises_and.in luilding(s)focnecessary inspections.Falsestatements made here-in-are' = punishable as a elass A Misdemeanor.purtuan to.5ection 210:45 of theNew,YorkState Penai l aw.">. Application Submitted By(print na e):Jake LaChapelle MAuthorized Agent ❑Owner Signature of Applicant: Date: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF Suffolk Commission Expires April 14,2-Q—n Jake LaChapelle being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of """` 20 �'=A Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Walter Gless 428 Oxoboxo Dam Road 1, residing at Oakdale, CT 06370 Jake LaChapelle do hereby authorize to apply on my behalf he Town of Southold Building Department for approval as described herein. Z-5 -.L "-I Owner's Signature Date Walter Gless Print Owner's Name 2 SusFoct TOWN OF SOUTHOLD—BUILDING DEPARTMENT s= 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 https://www.southoldtownny.gov r-QAPP R6 ceived APPLICATION FOR BUILDING PERMIT VA For Office Use Only Lb PERMIT NO. Building Inspector: MAY ' 1 20V Applications and forms must be filled out in their entirety.Incomplete tsuiLuiwuUEPT. applications will not be accepted. Where the Applicant is not the owner,an ® �F�f111THf11 O Owner's Authorization form(Page 2)shall be completed. Date:May 10th, 2023 OWNER(S)OF PROPERTY: Name:Walter Gless sCTM#l000-g7.-5-7 Project Address:800 Koke Drive, Southold, NY-1-1 97,1 Phone#:(860) 460-9718 __._ Emalwaltergless@aol.com Mailing Address:428 Oxoboro Dam Road, Oakdale, CT 06370 CONTACT PERSON: Name:Jake LaChapelle Mailing Address:P.O. Box 1251, Mattituck, NY 11952 Phone#:(631) 251-5058 Email:jqKg@lachapellearchitecture.com DESIGN PROFESSIONAL INFORMATION: Name:-Jake LaChapelle AIA Mailing Address:P.O. Box 1251, Mattituck, NY 11952 Phone#:(631) 251-5058 chapellearchitecture.com -- _ CONTRACTOR INFORMATION: Name:tbd Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION [--]New Structure [--]Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $100,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION' Existing use of property:seasonal.residence Intended use of property:single-family residence Zone or use district in which premises is situated: Are there any covenants and restrictions.with respect to R-40 this property? ❑Yes ©No IF YES, PROVIDE A COPY_ B_Check Box After Reading The owner/contractor/design profsionl isresponsoble for all drainage anii sto�cn varer issues as provided by Chapter 236°pf the Town Code.:APPucA170N IS HEREBY MADE to#he Budding Department for<the issuance of mg Permit pursuarvt to the$uilding;Zone Ordinance of,tfie Town of Southold,Suffolk,County,New York and other applicable Laws,Ordmanoes or Regulaops;forthe construction of buddmgs additions,alterations"odor removal or demolition:as hereln'tlescrlbed The appHc�nt agrees to comply wilts all applicableaaws,ordirtan,oes,building code,,. ` housing code and regulat<ons and to admit aulhor�zed inspectors on premises and in buildings]for2necessary inspections False sFatemersEs made herein are ".- uishable as a ClassAmisdemeanor ur§ifaM to Section 220 45 of the New Yor1c State Penal Law Application Submitted pri na a Jake LaChapelle IRAuthorized Agent ❑Owner Signature of Applican : Date: CONNIE-D.-BUNCH-. - -- - 7Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 Qualified in Suffolk County SS: Commission Expires April 14,2-OQ-y 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 and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this � 14'h day of 20)I-±) �!� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Walter Gless residing at 428 Oxoboxo Dam Road Oakdale, CT 06370 do hereby authorize Jake LaChapelle to apply on my beha o the Town of Southold Building Department for approval as described herein. Owner's Signature Date Walter Gless Print Owner's Name 2 o�®gUFFQL��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT s� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 https://www.southoldtownn.gov Floodplain Development Permit Application FIRM Panel:361 03CO166H SCTM#1000-$7.-5-7 PROPERTY INFORMATION:FFlood Zone:AE(6) Address:800 Koke Drive city:Southold Zip: 11971 CONTACT PERSON: Name:Jake LaChapelle AIA Phone#:(646) 251-5058 Mailing Address:P.O. Box 1251 , Mattituck, NY 11952 PROJECT DESCRIPTION: Renovations and addition to existing residence SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity R Residential(1 to 4 families) ❑New structure El Residential(more than 4 families) ❑ Demolition of existing structure ❑ Combined use ❑Replacement of existing structure ❑Non-residential ❑Relocation of existing structure ❑ Elevated R Addition to existing structure ❑ Flood proofed(attach certification) ❑Alteration to existing structure ❑ Manufactured Home Ej Other: ❑Located on individual lot ❑ Located in manufactured home park SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY) ❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge the information contained in this application is true and accurate. I understand that no work may start until a permit is issued.The permit may be revoked if any false statements are made herein.If revoked,all work must cease until permit is re-issued.Development shall not be used or occupied until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitted By(print name):Jake LaChapelle AIA Signature of Applicant: Date: 10 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 28, 2023 TO: Jake LaChapelle (Gless) PO Box 1251 Mattituck,NY 11952 Please take notice that your application dated May 11, 2023: For permit: to legalize the"as built" demolition of an existing residence (as per Town Code definition) and to reconstruct a single-family dwelling at: Location of property: 800 Koke Drive, Southold,NY County Tax Map No. 1000— Section 87 Block 5 Lot 7 Is returned herewith and disapproved on the following grounds: The "as built" construction, on this nonconforming 9,969 sq. ft. lot(9,458 sq. ft. buildable land) in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a rear yard setback of 35 feet. The construction has a rear yard setback of 22.4 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. 3 J BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson S®Uri®� 53095 Main Road • P.O. Box 1179 Patricia Acampora ® Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento' ® a� 54375 Main Road(at Youngs Avenue) 00UNT1 Southold,NY 11971 ;r, '; http://southoldtownny.gov :� L� j V E D ZONING BOARD OF APPEALS 4 NOV 1 3 2023 TOWN OF SOUTHOLD Tel. (631) 765-1809 �;�;',, - b 2023 77 ;~ ` '6., ,FINDINGS,DELIBERATIONS,AND DETERMINATIO1V . in Clerk MEETING OF NOVEMBER 2, 2023 ZBA FILE: #7826 NAME OF APPLICANT: Walter Gless SCTM#1000-87-5-7 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A14-25, and the Suffolk County'Department of Planning issued its reply dated June 11,2023stating thatthis application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated September 19,2023. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is INCONSISTENT with the LWRP policy standards and therefore is INCONSISTENT with the LWRP. 1. The stricture, although in original form, predates Southold Town Zoning Regulations. 2. Any as-built work is not consistent with the Policy 1. 3. A vegetated buffer seaward of wetland line that includes existing vegetation is recommended to further Policy 6 of the LWRP policy standards. 4. Require that the I/A Innovative Advanced sanitary system be shown on the survey. The Board of Appeals has determined that maintaining the existing the rear yard setback at 22.4 ft. as shown on the survey will not increase the degree of existing non-conformity. The applicant has agreed to install a new Innovative Advanced (I/A) Wastewater Septic System as approved by the Suffolk County Department of Health Services. The applicant has a Board of Trustees Pen-nit#751 authorization to construct a bulkhead on Corey Creek. The Board of Appeals has determined that this application poses no adverse impacts and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is a nonconforming 9,969 square foot parcel (9,458 square feet buildable land) located in the Residential R 40- Zoning District. The northerly property line measures 11.35 feet, the easterly property line measures 100.00 feet and is adjacent to Koke Drive, the southerly property line measures 1 1 1.23 feet and the westerly property line measures 79.93 feet and is adjacent to Corey Creek. The parcel 5 j Page 2,November 2,2023 #7826, Gless SCTM No. 1000-87-5-7 is improved with a one-story from dwelling with attached wood deck at the rear of the dwelling facing Corey Creek as shown on the survey map prepared by Kenneth M. Woychuk, LS, and last revised June 25, 2023. BASIS OF APPLICATION: Request for Variances from Article XXIII, Sections 280-124; and the Building Inspector's June 28, 2023 Notice of Disapproval based on an application for a permit to legalize the "as built" demolition of an existing residence(as per Town Code definition) and to reconstruct a single-family dwelling; at 1) les than the code required minimum rear yard setback of 35 feet; located at 800 Koke Drive (adj. to Corey Creek) Southold,NY. SCTM#1000-87-5-7. RELIEF REQUESTED: The applicant requests variances to legalize the "as built" demolition of an existing residence per Town code definition and to reconstruct a single-family dwelling. The proposed construction, on this nonconforming 9,969 square foot lot (9,458 square feet buildable land) located in the Residential R-40 Zoning District, is not permitted pursuant to Article XXIII, Section 280-124, which states lots measuring less than 20,000 square feet in total size require a rear yard setback of 35 feet. The proposed construction will result in the dwelling having a rear yard setback of 22.4 feet as shown on the Site Plan drawings prepared by Jake LaChapelle, Architect and dated May 15, 2023. ADDITIONAL INFORMATION: The original dwelling was built over 100 years ago and predates Town Zoning Code. The Site Plan drawings and the survey show all the proposed additions will be landward. The existing dwelling is 990 square feet and the proposed additions and alterations will total 1,551 square feet which include replacement of the rear deck and new screened porch located on in the front and side of the dwelling. In order for the applicant to comply with Section 280 Attachment 3 (Schedule A) of the Town Code an addition is needed to meet the requirements of 850 square feet of habitable space. This requirement will be met by the additions proposed by the applicant to the front and side of the dwelling. The rear yard setback will remain at 22.4 feet. During the October 5, 2023 public hearing, the applicant was asked to better clarify the rear yard setback on the survey and to depict the Innovation Advanced(I/A) septic system on the survey. A survey was received on October 27, 2023 clarifying the subject setback, locating the proposed IA system in a conforming front yard, and indicating the unchanged revision date of June 25, 2023. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 5, 2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The surrounding neighborhood on Koke Drive is characterized by similar single-family residences and similar nonconforming under-sized lots. Many of these waterfront homes have seen renovations and have been enlarged over the years. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The non-conforming rear yard setback already exists. Relocation of the dwelling is not feasible. The addition is modest and allows the applicant to meet the compliance of Section 280 Attachment 3 (Schedule A) that requires 850 square feet of habitable space to be defined as a dwelling. The existing dwelling with the attached rear deck is 950 square feet. The new addition with a front and side screed porch, the addition to the other side of the dwelling and a small addition to the deck will total 1551 square feet. i Page 3,November 2,2023 #7826, Gless SCTM No. 1000-87-5-7 3. Town Law 267-b(3)(b)(3). The variances granted herein is mathematically substantial, representing 36%relief from the code. However, the relief requested is for the rear yard and will not further alter the existing rear yard setback of 22.4 feet. The new additions will remain within code conformity to front and side yards. 4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. All construction must be FEMA compliant as a portion of the dwelling has always been located in a FEMA Flood Zone AE (EL6). The Southold Building Department will inspect the alterations and additions to make sure the applicant is in compliance with all FEMA regulations and Town Codes. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5.Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant's family have owned this property for over 100 years. The applicant's knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to renovations. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a renovated dwelling with additions while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Dantes, and duly carried, to GRANT the variance as applied for, and shown on the survey map prepared by Kenneth M. Woychuk, LS, and last revised June 25,2023 and Architectural Drawings prepared by Jake LaChapelle, Architect, and dated May 15, 2023, last received by the ZBA on October 27, 2023 SUBJECT TO THE FOLLOWING CONDITIONS: 1. A vegetated buffer seaward of the wetland line that includes existing vegetation shall be installed. 2. An (I/A) Innovative Alternative Wastewater Treatment septic system approved by the Suffolk County Department of Health shall be installed. 3. The rear deck shall remain open to the sky. 4. The applicant shall receive a Wetland Permit from the Southold Town Board of Trustees for all proposed construction. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department Page 4,November 2,2023 #7826,Gless SCTM No. 1000-87-5-7 of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Planamento, Lehnert, Weisman, Acampora, and Dantes. This Resolution was duly adopted (5-0). �'- s ie Kanes Weisman, Chairperson Approved for filing ��/ /2023 .. :. Vie,-ta;: e€:...'v. .twLi'i_.rry .. _., .Y"x^Y, .. •Y - `y ,v�•�° °1°9 p r `c vi�9°f 1°0/�r j '"N°j�•j91° d per'^-y u. rlr.:°��y°1°�° �°P�0 �'I. 1'� v Q5t9•9'/�r3 �. ti" •rid ems° /'/°/rr°pe, r ;vy°`''/°/r 4 _ j,.o 7\l\.9:;C4�tiL°:t'U'7EyY^''.nJ•I...1''Se5!(L�..4'S'Eu:Y.�''32y.!!•s."I.SSd.12:�?1/....dl�?,3�'''.f.1P�1:r•'-d35'ti��1�.4.!'2�."�1Y::.tti.L:"'ad'd',�'.'S:�.4'�,.:h'a3Y",..S"r."''.,..X• �S!'!G!YE:SY,.G35'1.v!NIX:.&U.l4Y:G..'�'17.«!;:1..4.p.:SY�2'�7,Jt#.S,.LJLU&.Y'!';.'I.ytE2.°G.A'&S��C1.GE.b.E�.� 9� i I: BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK z r _ PERMIT NO. 10967 DATE: MAY 13, 2026 1, i,`9rAiQll � � eljle•"i ON ISSUED TO: WALTER GLESS PROPERTY ADDRESS: 800 KOKE DRIVE, SOUTHOLD "> SCTM# 1000-87-5-7 MAY 2 7 2026 AUTHORIZATION Building Department .., a(i°Pi own of Southold Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 13,2026,and in consideration of application fee in the sum of$2,500.00 paid by Walter Gless and subject to the Terms and `•''.;: '`4 _f Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the Ilt following: ' x .£ Wetland Permit for the demolition of existing approximately 29'x20.6' (611sq.ft.)one-story dwelling with attached as-built 20.6'x10.5' and 26.3'x6.2' deck; as-built replacement of existing footings at the deck �dyoi° and seaward portion of the dwelling and new footings proposed for the upland portion; footings to be provided under the proposed screen porch and a foundation wall with flood vents to be installed under :r the proposed north and east additions; proposed 20.4 x5 (102sq.ft.)one-story north addition; proposed s _' es.tAl 11 irregularly shaped 11'x20.6'(213sq.ft.)east addition; proposed 20.4'xll' (225sq.ft.)south screened-in €' porch; proposed irregularly shaped f6.2'x5' south deck addition/infill; abandon existing septic system y and install an I/A OWTS system landward of dwelling; as-built retaining wall starting at a point near the a�vlp.- i`. \ ° southeast corner of the property and running approximately 25.75' northwest,with one spur running approximately 29.5' west,and the other spur running approximately 11' north,then 19.4' northeast, f ' joined by a stair to the dwelling entry below,then I1' north,then 11' northwest,then 43.95' west; as- ; "\ built 235sq.ft. paver patio and stairs below retaining wall adjacent to dwelling with gravel pathways; as- built 4.61x7.8' outdoor shower; as-built 8.4'x5.5' concrete crawl space entry well; an RCA driveway e11°e.ei ;',,r•' 96rr.: topped with crushed blue stone; install gutters to leaders to drywells to contain roof runoff; and to perpetually maintain the 40' wide vegetated non-turf buffer along the landward edge of wetlands; and as y , � depicted on the site plan prepared by Jake LaChapelle,AIA, received on May 6,2026,and stamped , approved on May 13,2026. ` IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these resents to be subscribed b a majority of the said Board as of the day and year written above. _s ' P>. � p Y j h' Y Y 9fG ¢ fir• .. 3v: v°y99 � OgpFFO(,� r'•tom a t`. Q � ��f .�: e .u, rtp. f,�,zxr.:,.,.7tr, ��wn��n�r�,�.,`;'�, eWc�vnR�m�•r„wnrirr,r,^�� a�� „•crm��ns�5ra tlfis^a� .rs�,m�a�t�e,����^ns�ua ,:csr 7�,irrrarr��,Yr;�;�s;.urn�-wtv�r�,mtrc^�;n�c�+.� � t•� r6 .,.:. ` j .:. ...r I• \\n.. : •.�A� a o0 .0\vB eJ •. o ::. :Ale 1 e° ;. • •9e$A4/ 11`pz• t , �.ae�l4 /11Pee' •�rAAll 1\\e:' - r 4 111° i ?„°.,Adl 1 s: ,;bA 16 N So PI 116° "tF.x.'..,•:S:.Ie1 ir;.. ..:::::.••, ,_ n,� ^.'•a..:;!.>::!• ,t" ^611„o1a. ..°.$5::::�• _ _ _- Glenn Goldsmith,President -``�OF 80 Town Hall Annex 54375 Route 25 Nicholas Krupski,Vice President ®V` ®�® P.O. Box 1179 Eric Sepenoski l l Southold, New York 11971 Liz Gillooly Q Telephone(631) 765-1892 Joseph Finora Fax(631) 765-6641 C®u ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD � MAY 2 7 2026 CERTIFICATE OF COMPLIANCE P-11ilding �x��1:7 �+��aL"il•2�1f3 #2373 C Date: May 27,2026 THIS CERTIFIES that the demolition of existing approximately 29'x20 6' (611sq ft)one-story dwelling with attached as built 20 6'x10 5' and 26 3'x6 2' deck; as-built replacement of existing footings at the deck and seaward portion of the dwelling and new footings proposed for the upland portion;footings provided under the proposed screen porch and a foundation wall with flood vents installed under the proposed north and east additions; construction of a 20 4'x5' (102sq ft)one-stow north addition,• construction of an irregularly shaped I Fx20.6' (213sa ft)east addition,• construction of a 20 4'xl F (225sq ft)south screened-in porch,• construction of irregularly shaped f6 2'x5' south deck addition/infill• abandonment of existing septic system and installation of an I/A OWTS system landward of dwelling,• as built retaining wall starting at a point near the southeast corner of the property and running approximately 25 75'northwest with one spur running approximately 29 5' west and the other spur running approximately I I' north then 19 4' northeast joined by a stair to the dwelling entry below,then I F north, then I F northwest then 43 95' west;as-built 235sq ft paver patio and stairs below retaining wall adjacent to dwelling with gravel pathways; as built 4 6'x7 8' outdoor shower;as-built 8 4'x5 5' concrete crawl space entry well; an RCA drivewaytopped with crushed blue'stone• installation of gutters to leaders to drywells to contain roof runoff,• and to perpetually maintain the 40' wide vegetated non-turf buffer along the landward edge of wetlands, At 800 Koke Drive,Southold Suffolk County Tax Map#1000-87-5-7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 27,2026 pursuant to which Trustees Wetland Permit#10967 Dated May 13,2026,was issued and conforms to.all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing approximately 29'x20.6' (611sq ft)one story dwelling with attached as-built 20 6'x10 5' and 26 3'x6 2' deck;as-built replacement of existing footings at the deck and seaward portion of the dwelling and new footings proposed for the upland portion; footings provided under the proposed screen porch and a foundation wall with flood vents installed under the proposed north and east additions; construction of a 20 4'x5' (102sq ft)one-story north addition;construction of an irregularly shaped I l'x20 6' (213sg ft)east addition-, construction of a 20 4'xl F (225sa ft)south screened-in porch,• construction of irregularly shaped f6 2'x5' south deck addition/infill• abandonment of existing septic system and installation of an I/A OWTS system landward of dwelling;as-built retaining wall starting at a point near the southeast corner of the property and running approximately 25 75' northwest with one spur running approximated 29 5' west and the other spur running approximately I P north then 19 4'northeast Joined by a stair to the dwelling entry below,then I F north then I F northwest then 43 95' west;as-built 235sa.ft.paver patio and stairs below retaining wall adjacent to dwelling with gravel pathways; as-built 4.6'x7.8' outdoor shower;as-built 8 4'x5 5' concrete crawl space entry well;an RCA drivewgy topped with crushed blue stone; installation of gutters to leaders to drvwells to contain roof runoff,• and to perpetually maintain the 40' wide vegetated non-turf buffer along the landward edge of wetlands. The certificate is issued to WALTER GLESS owners of the aforesaid property. Authorized Signature Glenn Goldsmith,President "Ojf S®(/�y Town Hall Annex O 54375 Route 25 A. Nicholas Krupski,Vice President P.O.Box,;117W Eric Sepenoski J Southold,-New Wrk t11971 Liz Gillooly G ele yore(631) 765-1892 Elizabeth Peeples �O • �O ty ".,'� V Fax(631) 765-6,6 cou BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2327 C Date: December 1, 2025 TMS CERTIFIES that the replacement of existing bulkhead with 83 linear foot low-sill bulkhead with a 15' return on south side,• removal of existing ramp and floating dock and construction of a 4'x10' ramp to grade landward of low-sill bulkhead to a 4'x42' catwalk with Thru-Flow type decking, to a 4'x20' fixed"T"configuration dock with Thru-Flow decking, At 800 Koke Drive, Southold Suffolk County Tax Map#1000-87-5-7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 5,2024 pursuant to which Trustees Wetland Permit#10729 Dated January 15,2025,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the replacement of existing bulkhead with 83 -linear-foot-low-sill bulkhead with a 15' return on south side;removal of existing ramp and floating dock and construction of a 4'x10' ramp to grade landward of low-sill bulkhead to a 4'x42' catwalk with Thru- Flow type decking,to a 4'x20' fixed"T"configuration dock with Thru-Flow decking., The certificate is issued to Walter Gless,et al owners of the aforesaid property. Authorized Signature oboe NEW VORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04949 PERMIT Under the Environmental Conservation Law tCL. Permittee and Facility Information Permit Issued To: Facility: WALTER GLESS GLESS PROPERTY 428 OXOBOXO DAM RD 800 KOKE DRY 1000-87-5-7 OAKDALE, CT 06370 SOUTHOLD, NY 11971 Facility Application Contact: COLE ENVIRONMENTAL SERVICES 425 MONTAUK HWY EAST QUOGUE,NY 11942 (631) 369-9445 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 716.674 NYTM-N: 4546.267 Latitude: 41°02'19.7" Longitude: 72°25'20.2" Project Location: Adjacent to Corey Creek Authorized Activity: Construct additions onto the existing single family dwelling, remove and replace the existing deck in-place, add additional decking, drywells, and I/A OWTS. Abandon the existing well and connect to public water service. All work shall be done in accordance with the site plan by LaChapelle Architecture PLLC last revised 01.17.2024, and stamped NYSDEC Approved on 3/22/2024. The portion of the property above the 10-foot elevation contour line, as shown on the survey of the subject property by Kenneth M. Woychuk Land Surveying, PLLC last revised 06-25-23, is beyond the jurisdiction of Article 25 Tidal Wetlands Act. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04949/00001 New Permit Effective Date: 3/22/2024 Expiration Date: 3/21/2029 Page 1 of 6 Alm aftwo NEW VORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04949 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL,, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SHERRI L AICHER, Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Pfpok,NY 11790 -3409 r Authorized Signature: Date / 22-/ Distribution Dist COLE ENVIRONMENTAL SERVICES Marine Habitat Protection Enviromnental Permits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS v Apply to the Following Permits: TIDAL WETLANDS I. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification foirn certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by LaChapelle Architecture PLLC last revised 01.17.2024, and stamped NYSDEC Approved on 3/22/2024. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL.CONSERVATION `® Facility DEC ID 1-4738-04949 4. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 5. Install,Maintain]Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 6. Contain ]Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 7. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 8. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department(permit, modification, amendment). 9. Concrete L,eachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 10. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 11. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 12. Incidental Disturbance to Vegetation It is the responsibility of the applicant to remedy any incidental disturbances resulting in dainage or removal of wetland vegetation. Upon completion of construction activities, any disturbed areas shall be planted with the appropriate marsh vegetation. Please contact the Bureau of Marine Habitat at (631)444-0295 for more information. 13. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 14. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. Page 3 of 6 AM NEW X®RIC STATE DEPARTMENT OF ENVIIRONMENTAL,CONSERVATION `M Facility DEC ID 1-4738-04949 15. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 16. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 17. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 18. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other enviromnentally deleterious materials associated with the project. GENERAL CONDITIONS v Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. Page 4 of 6 Aft domw NEW YORK STAVE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOW Facility DEC 1D 1-4738-04949 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in enviromnental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or. another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 Adk MEW NEW YORK STATE DEPARTMENT OIL ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04949 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the penmittee'S undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The pennittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this pen-nit. Item D: No Right to 'Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 `D Q rh N Q V — IJ BUILDING DEPARTMENT- In Victor 2�24 P CMG TOWN OF SOUTHOLD 4 Town Hall Annex - 54375 Main Road - PO Boks� � �zs �rai` r1 a�ii t eici Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(D-southoldtownny.gov — seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: L. Company Name: c- Electrician's Name: ��\ �-` e License No.: S p�� Elec. email: Elec. Phone No: 6�l 2 5� -132,_C ❑1 request an email copy of Certificate of Compliance Elec. Address.: `A JOB SITE INFORMATION (All Information Required) Name: Address: ©� J Cross Street: Phone No.: \ 8� Bldg.Permit#: email: C-c,-S\00 Tax Map District: 1000 Section: Block: 5-- Lot: 7 BRIEF DESCRIPTION OF WORD, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES NeNO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size Ph❑3 Ph Size: Z d C) A # Meters Old Meter# ZNew Service❑Fire Reconnect❑Flood Reconne ❑Service Reconnect[ZUnderVY d❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? N Additional Information: PAYMENT DUE WITH APPLICATION % -q qto o��srJFi:O(�coG BUILDING DEPARTMENT-Electrical Inspector H z TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 y'flpl ��p! Telephone (631) 765-1802 Temporary Certificate # /g 2Z Date e ✓' 3 2025 Customer Name kv &less Electrician Name Address 600 Phone (Q31 • a5 /3 e-mail e-mail -�-(„� 20 .1 . Phone License# rm G— 4S0 —7 Size Do A Phase Overhead Underground V11 #of Meters Remarks #of Underground LateraOeH) 2 New "H" Frame or POP Fire Reconnect Was work done on Service Flood Reconnect Old Meter Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by CtON BUILDING DEPARTMENT- Electrical Ind r OV 6 n?A TOWN OF-SOUTHOLD T Town Hall Annex - 54375 Main Road - PO Bo?�-� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 a mesh(cD-southol dtown ny.gov - seand(cb-southoldtownny.q v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: : C-C Elec. Phone No: 631 2 5� -/32_C D I request an email copy of Certificate of Compliance I j�,_Elec. Address.: C C4, , JOB SITE INFORMATION (All Information Required) Name: � C- C�4 Address: flcc�) cAO Cross Street: Phone No.: Bldg.Permit#: 513� email: Tax Map District: 1000 Section: IR Block: Lot: 7 BRIEF DESCRIPTION OF WORK, INCLUDE §QUARE FOOTAGE (Please Print Clearly): F Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ®NO' r❑Rough In ❑ Final Do you need a Temp Certificate?: 0 YESE] NO issued OnEg4ao( a13 Temp Information: (Ail information required) Service Size�fi PhF-]3Ph Size: ZQDC) A # Meters Old Meter# ' ZNew ServiceE]Fire ReconnectE]Flood Reconn--+E]Service Reconnect[Z'Undergrou d0overhead # Underground LateralsF�fl F-12 F�rH Frame R^Pole Work done on Service? VY Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets i GFI's Surface Sconces H H's 1L� UC Lts Fridge�� HW POOL �Fans Mini Fr. W/D Panel Pump Exhaust Oven C% Sump Heater Trnsfmr Smokes DW 1 / Generator Salt Gen. Carbon Micro 1� `� 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 ZHavej6 d2(1a ,0-0Sub Amps Have Used Comments S.C.T.M. NO. DISTRICT: 1000 SECTION:87 BLOCK: 5 LOT(S): 7 \ s� U. - 1ROYAL -- 1 rn I EXIST. \ \ SEPTIC \ \I M 10 P \ 5 %,J .� \ 1NLn o . i •11.0 I FOOTPRINT OF1 I FAG P ...;...•...� �.. \ I \ w w c 29,0 •:• DEMOLISHED 1::� w 1 1 5• /,n \�ATHROOM AREA I` .o\ 6� 1 STM FRM': 0� o�' o 0 N ..-.....-.DWELLING:::: o o: a: N, o EXISTING WOOD ELEV. 12.0 DECK TO BE REBUILT m :•:•:30.0�:::::'� ::: I 11 1 1 0L MIXED IN PLACE AND KIND I 1 1 : ;; p POSED; I 1 SANDY LOAM . TIDAL WETLAND BOUNDARY 1 \ 26 3� �' •• \\\S PORCH;�:0 /� AS DELINIATED BY \ V2 . 20. SM 4 \ \ \ \ 1 oA`""SAND ` 1 COLE ENVIRONMENTAL SERVICES ` \ MARCH 25, 2023BROWN SP MEDIUM 1�1 \\ N U.P.\ \\ SAND 4 � 1 \ \ 1 � � ADDI°ONAAL ��\ `• (3\\ \ PALE R y \ :I DECKING \ \ \ \ SW "'SAND p 1 t1.23� \ \ \ \ ec GRAVEL WATER EL 0.8 I• � !I 11 \ \ S 78O�g1 vv WATER IN HIGHEST EXP. 2.0 PALE MEDIUM i ;1 SW SAND � GRAVEL � ' g,0 MAY 3, 2022 K. WOYCHUKHUK LS THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL -13 N LOCA7704S SHOWN ARE.FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS FEMA MAP#36103CO166H EFF. 09/25 2009 AREA: 9,969 SQ.FT. or 0.23 ACRES ELEVATION DATUM. NAVD88 LOT COVERAGE MAP or BEAARI ED c�ETILAND SURVVEIYOR'S EMB MIS OSSED ZAL SHALL NOT BE CONSIDERED TOO9 OF 7HE NEW B£A VALID TRUE COPY. GUARANTEES IND1CATED COPIES HEREON SHALL RUN UPLAND AREA: 9458 S.F. or 0.22 ACRES ONLY 70 THE PERSON FOR W101W THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION USIED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSONS SHORN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECFlC PURPOSE AND USE THEREFORE THEY ARE EXISITNG�HOUSE W/REAR DECK: 990 S.F. or 10.5% NOT INTENDED TO MONUMENT THE PROPERTY LINES OR 70 GLADE THE ERECTION OF FENCE.% ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECQf7DED ARE NOT GuIMW UNLESS PHYSICALLY EVIDENT ON TINE PREMISES AT THE 17ME OF SURVEY \.PROP. SCREENED PORCH: 225 S.F. SURVEY OF:DESCRIBED PROPERTY OF Ew y CERTLFIED TO: WALTER GLESS; PROP. SOUTH ADDITION: 213 S.F. MAP OR �Pa��N M WOY�0 PROP. NORTH ADDITION: 102 S.F. FILED: r= yR PROP. DECK ADDITION: 21 S.F. SITUATED AT: BAY VIEW o PROPOSED COVERAGE: 1551 S.F. or 16.4% TONTI OF.SOUTHOLD �y �4' KENNETH AOYCHUK LAMA SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK sF osoa62 Je Professional Lend Surveying N yinQ and Design REVISED 06=25-23 P.O. Bo: 153 Aquebogue, New York 11931 ADD FLAGGING 03-30-23 FILE /22Z-66 sOA�E "=20�DATE: MAY 3, 2022 N.Y.S. USG NO. O508B2 PHONE(8.11)2N-lW8 VAX(631)SM-IND S.C.T.M. NO. DISTRICT' 1000 SECTION: 87 BLOCK: 5 LOT(S): 7 FRETCEI\. ED \ 2023 �of APPP015 �z �6 \ EXIST. \ m SEP\I Lip \� of Sa \ \ �`�+ 1 11I �� \L.P IP OPT \\ ` 5 N 1� 1 112 1 ` 1 / 1 D.P. ,\ 1 `4 Y'\' 1`� 1 1 %1 1 35•4 a p \ 1 \ 1 „ 20.4 i i ,i i , 0 UA 1 1 FOOTPRINT OF ,.11.0 , \ o SEPTIC 1 1 0 F�.AG �••••'•'•'•••� ������ 1 DEMOLISHED w w ::::29,0..::::: :::t•:::c,+ "� , 1 'O\ BATHROOM AREA �•6 I : .5' ;:.;..STM FRM: �.0' ,o 76, o I \ .'n;': DWELLING M.H. . a o; I : o #SOo.:.:: : 1.L4 C. 1 11 v b+........ EL l0 2 p 1 I 11 1 EXISTING WOOD I I :FFl- 0.2.•:•: - ��,.. WELL DECK TO BE REBUILT v 0' "` I l ELEV. 92.0 r*+ :::30. �;. ... T.BA 11� oL IN PLACE AND KIND 1 n : •pR�POSED IN FAVOR 0 1 1 MIXED o TIDAL WETLAND BOUNDARY 1 1 :: i i PUBLIC WATER 1 1 1 I SANDY LOAM \ 2g 3' ^'- .... ppRCH;... I2 1 ^ AS DEUNIATED BY \ `L6 ; \ `:::`�20.4 SM OAMYWSAND < 1 COLE ENVIRONMENTAL SERVICES 2' MARCH 25, 2023 2 •�\� N H'\ \ OLE\ \ 1 BROWN N \ �y2 T. \ \ 1 SIP MEDI M \\ \ 1 1 W \ PROPOSED �� O \ SAND 1 \ 1 \cj► \ ADDffoNAl \ (3 \ N PALE �.�{ RP 1 I :1 _ DECKING \ \ m \ SW MEDIUM `, \\ I 1 11, 1 \ \ 1�1.231 EL 11z2' FLOAT WATER EL 0.8 I 1 Sag $ 5V WATER IN HIGHEST EXP. 2.0 o w f \ ` . PALE MEDIUM SW SAND d< GRAVEL O g MAY 3, 2022 K. WOYCHUKHUK LS THE WATER SUPPLY, WELLS; DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS •���� AND OR DATA OBTAINED.FROM OTHERS. FEMA MAP#36103CO166H EFF. 09/25>2009 1` AREA: 9,969 SQ.FT. or 0.23 ACRES ELEVATIDN DATUM: NAVD88 r' LOT COVERAGE UNAU7HORZED ALTERATION OR ADDI77ON TO THIS SURVEY IS A NoLAAON OF SECAON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN UPLAND AREA: 9458 S.F. or 0.22 ACRES ONLY TO THE PERSON FOR oHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7I1LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71YU77ON LISTED HEREON, AND TD THE ASSIGNEES OF THE LENDING INS7ITV77ON, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHONN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE EXISITNG HOUSE W/REAR DECK: 990 S.F. or 1 0.5% NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC77ON OF FENCES. ADDI77ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GY/AR UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE NUE OF SURVEY PROP. SCREENED PORCH: 225 S.F. Bldg Dept copy from ZBA SURVEY OF:DESCRIBED PROPERTY ° ew WALTER GLESS; PROP. SOUTH ADDITION: 213 S.F. 1=inalre+Aw�Isd doc meats M. y CERTIFlED T0: Zt�A � 4 4 MAP OF: yP���N a0yoop� PROP. NORTH ADDITION: 102 S.F. at�t ! !-2 FlLEo ,= tic_ PROP. DECK ADDITION: 21 S.F. x SITUATED AT:BAY VIEW o PROPOSED COVERAGE: 1551 S.F. or 16.4% Tom OF.SOUTHOLD ��� M 110YCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK sF osoas2 13 Professional Land Surveying and Design N REVISED 06-25-23 P.O. Box 153 Aquebogue, New York 11931 ADD FLAGGING 03-30-23 FILE d222-66 SCALE =20'DATE: MAY 3, 2022 N.Y.S LISC NO. 050882 PHONE (e31)298-168e FAX(631)29e-1688 RUNOFF VOLUME-EXISTING HOUSE: RUNOFF VOLUME-ADDITIONS: LIVABLE FLOOR AREA CALCULATION: G LESS 2"x 611 SF EXIST.ROOF AREA= 102 CF RUNOFF 2"x 540 SF NEW ROOF AREA=90 CF RUNOFF RESIDENCE 102 CF=763 GALLON DRY WELL 90 CF=673 GALLON DRY WELL EXISTING HOUSE 537 SF 800 KOKE DRIVE PROPOSED NORTH ADDITION 96 SF OR OR V=Tr r 2 h V=Tr r 2 h 700 KOKE DRIVE PROPOSED EAST ADDITION 217 SF SOUTHOLD,NY 11971 / 102CF=Trx4'xh 90CF=Trx4'xh TOTAL 850SF h=8.12'TALL h=7.16'TALL CONFORMS THEREFORE PROVIDE(2)4'0 x 4'TALL RINGS. THEREFORE PROVIDE(2)NEW 4'0 x 4'TALL RINGS. DEC-ADJACENT AREA CALCULATION: TRUE lJ NORTH lJ 1-ti 0 I? NEW 765 GAL.DRY WELL FROM TIDAL WETLAND BOUNDARY O `i GENERAL STORMWATER NOTES: 35 U.P. 15 TO 10'CONTOUR 3 969 SF C3 °can -INSTALL DRY WELLS MIN, 10'FROM HOUSE (e.g.(2)4 0 x 4 DEEP 111 i � ® �- HOUSE BELOW -INCLUDE LEAF AND SEDIMENT SUMP UPSTREAM CONCRETE RINGS) 14 mo 10'CONTOUR 370 SF PROJE NORTH T DECK BELOW 10 CONTOUR 376 SF 252�•, OF THE DRY WELLS ` a o 18.8°/O COVERAGE TAX MAP NO.1000-87:5- �. It ^I(�O \ ,LG L. �j ti ISSUE/REVISION DATE s \E \ Gi\ \o r, 11 �\12 r •1�� �� J �� 1� NEW IIA SEPTIC .00 FILING,SET Oii7.2024 z i N LG j ➢O o�,G .�Oo�.` 1,LG`I if �' \ ; `. EXIST.7 8 1162 SEPTIC5 DO, tr1 O "' ` NYSDEC DRAWN BY:J.LACHAPELLE „t1.0„ C7 -1 G O `J c F \ ' 29,D """' \ APPROVED AS PER TERMS l,!•T C CHECKED BY:J.LACHAPELLE Xi q06 . 1 '.5' 1 STy FRM•:b 0'.' o lug 1 AND CONDITIONS OF m v 1'�p 1.� :: DWELLING o;o„ av .J, 5 PERMIT# O Q� NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE p O O 800 \ Cry �•¢. i `o \rn # 10.2 U� ,,,;;; L�., DATE EXISTING WOOD , FFL EL . �,• O DECK TO BE REBUILT �o \' 14 I .�� ;: .. 30.0' \ , `\WELL 12 LaChapelle Architecture PLLC IN PLACE AND KIND , ,p�OpOSED``, 13 P.O.Box 1251 91 " Mattituck,NY 11952 TIDAL WETLAND BOUNDARY SCREENED o \ 1 ` 26 ` 26.3 (646)251-5058 jake@lachapellearchitecture.com I AS DELINIATED BY ,.20.4• \ i � COLE ENVIRONMENTAL SERVICES MARCH 25, 2023 a�a I ': \ a2 \ �11\ ABANDON EXISTING _ \ WELL AND CONNECT PROPOSED 10 1 ADDITONAL \_ �\ U.P- TO TOWN WATER DECKING,_• - \ - ���r-u �qRc 8 . 9..-'f \ _ - -1.- NEW 675 GAL.DRY WELL `� i.im 'S+ \ r\ 111.23 (e.g.(2)4'O x 4'DEEP 1 - , FLOPS 4 5 6 17 �� \ - o3g�5�" CONCRETE RINGS) J �'— S 78 �'PIER LINE'PER§275-2 FOR �., '.0339`�y `� DWELLING STRUCTURES \ 1 NOT FOR CONSTRUCTION I 1 FEMA MAP#36103C0166H EFF. 09/25/2009 SITE PLAN NAVD88 9,969 SQ,FT. or 0.23 ACRES BACKGROUND DATA FROM 2023 SURVEY BY TRUE SHEET NO: KEN WOYCHUK;ADDITIONAL DRAFTING AND NORTH OSITE PLAN 890 KOKE DRIVE LIVABLE FLOOR AREA CALCULATION BY J"% 0 SCALE: 1" = 20' LACHAPELLE ARCHITECTURE PLLC A5,u SHEET 5 OF 16 S.C.T.M. # DIST: 1000 SECT: 87 BLK: 5 LOT: 7 SLOPE 5%MAX. 4"SDR 35PVC SHEET 2 OF 2 CLEANOUT GRADE MIN.PITCH 1/8'/FT NOTE CHANGES)eYa DWELLING TO PATIO @ 11.0, GRADE 12.4' efF04rCWNiYOEPAfi1T63trOPHGLiHaFSMCES FF 10.0 GRADE 12.4' DWELLING WITH 2 BEDROOMS FF 10.2' GRADE 12.0' N NO GARBAGE DISPOSAL/GRINDER I 2 MAX' CROSSOVER BREAKER DWELLING PROPOSED SEPTIC SYSTEM FOR 2 BEDROOMS: ELEV.9.73' PIPE 20 AMP ELECTRICAL (1) FUJICLEAN CEN-5 500 GPD (OWTS) INV.7.40 �, CIRCUIT PANEL n INV.7.22 LEACHING GALLEYS 3' + 2' DEEP INV.9.0' DIST. BREAKER 1 EXPANSION LEACHING GALLEYS 3' + 2' DEEP / /INV.8.65' INV.7.39' BOX El EACH DEDICATED INV.7.16 4"CAST IRON SOIL 4"SDR 35 CEN-5 `� 3'+2'DEEP INV.7.0 ELECTRICAL (Y, SANITARY NOTES PIPE FROM HOUSE PITCH 1/4"/FT "' TO 1. THE OTWS INSTALLER SHALL HOLD AN TO/INCLUDING LEACHING GALLEYS SERVICE FUJICLEAN CONTROL ENDORSEMENT FROM THE SUFFOLK COUNTY LONG SWEEP ELBOW —ELEV.5.0' CONTROL PANEL DEPARTMENT OF HEALTH SERVICES (SCDHS). PITCH 1/4"/FT ELEV.4.53' NOTE CHANGE(S) PANEL _ BYSUFFOLKCOUHTYOEPAKfMENiOFHEALTHeERVICEa En2. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER SANITARY INVERTS HIGHEST EXPECTED WATER EL.2.0' ELECTRIC — NTS AND THE OWNER SHALL BE PROVIDED TO THE ------------------------------------------- SCDHS. FUJICLEAN CEN-5 01 7'-65" CHAMBER Volume(gal) SUFFOLK COUNTY DEPARTMENT OFHEALTH SERVICES 3. PROVIDE A 2"VENT PIPE FROM THE OWTS TO THE 8 Sedlmentatlon Chamber 198 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A DWELLING AND CONNECT TO THE SANITARY 2-54" 2'-3" 2'-0" (2) Anaerobic Filtration Chamber 198 SINGLE FAMILY RESIDENCE ONLY ® Aerobic Contact Filtration Chamber 95 VENTING WITHIN THE HOUSE. THE VENT PIPE SHALL B Clarification Chamber 44 COVER BE PITCHED TOWARD THE OWTS SO ANY LIQUID WILL — � ® Disinfection Chamber 4 2'-(]" CLEANOUT DATE 1/t7/24 H,S,ft Total Volume 540 No. R-24-0420 BOX ql DRAIN TOWARD THE OWTS. _ °E °^�°� THREADED QUAR APPROVED iAH 4. AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE `—r A,. A SPECIFICATIONS PLUG 6" FOR MAXIMUM OF 3 BEDROOMS r Anaerobic Media PP/PE EXPIRES THREE YEARS FROM DATE OF APPROVAL ACCESS COVER OF THE CEN-5 UNIT ON THE OUTLET c-) Board Type Aerobic Media PVCIPP/PE a" Aerobic Media PP/PE PIPE. ` m m "° °P Blower 2.8 dm 1n Tank FRP CONCRETE Piping PVC IPP/PE BASE WATERTIGHT FLEXIBLE Access Covers Plastic/Cast Iron TUF-TITE JOINT SEAL B Disinfectant(Optional) Chlorine Tablets CLEANOUT EFFLUENT ADAPTER OUTLET TO PLAN VIEW w ADAPTER FILTER •—o Q CLEANOUT EF-4 FUJICLEAN PUMP ar g a, 60 ADAPTER TANK CrmOYNWYE TUF-TITE TB-4 r�Tao SEWER LINE T-BAFFLE PVC SDR 35 TUF-TITE SD-4 �� ® co FLOW SOLIDS FUJICLEAN CEN-5 �I ��� DEFLECTOR SIDEWALL SANITARY DESIGN BY: ��o ma.„� r CLEANOUT DETAIL — NTS EFFLUENT FILTER — NTS JAKE LACHAPELLE P.O. BOX 1251 ® M —Mc--. MATTITUCK, NY 11952 �04 nox,ass mr (646) 251-5058 JAKE@LACHAPELLEARCHITECTURE.COM SECTION A—A SECTION B—B LOCKING CASTING TO GRADE V MIN.,2'MAX. COVERT CHIMNEY GRADE FINISHED GRADE 4 MIN.— 2'MAX. � ' INL ET OUTLET l� F MIN. 6"CROSSOVER — DOMED SHAPE SIZED TO FIT INLET PIPE ><, FOR MAX.LOAD INSIDE FIRST 2"MIN. 2"MIN. STRENGTH 24"RISER ?� ABOVE HANDLE FOR EASY ® ® ® ® ® ® SET ON MIN. 12" REMOVAL OF ® ® ® ® ® ® OUTLET 6Z� ® ® INVERT SAFETY SCREEN ® ® ® ® ® ® GRAVEL BED E 0339, O4 INLET— OUTLET-- rr � . POLYLOK 24 SAFETY SCREEN MIN.4"DIA.SDR 3'MIN. -- GR UNDWATER PART N0.3008-SS 35PVCPIPEOR-----�---------� ---- BAFFLEREQ'D IF INLET PICH MATERIAL-HDPE EQUIV.PITCHED 8.5'x 4.75'x 3'DEEP LEACHING GALLEY EXCEEDS /FT INSTALL IN EACH ACCESS JAKE LACHAPELLE AIA l" NYS LICENSE#033930 4"/FT MIN. 79.5 SF SIDEWALL AREA 2 PORT UNDER HD COVER TYPICAL LEACHING GALLEY — NTS DISTRIBUTION BOX — NTS SAFETY SCREEN — NTS S.C.T.M. # DIST- 1000 SECT: 87 BLK: 5 LOT: 7 CM COVED MANHOLE SHEET 1 OF 2 CLEAN OUT DB DISTRIBUTION BOX EG EXPANSION GALLEY SEE SHEET 2 FOR SANITARY DETAILS ELEC.SERVICE,CONTROL 1 LEACHING GALLEY U. DWELLING WITH 2 BEDROOMS PANEL,&AIR PUMP U.P. UTILITY POLE U.P ZONED R-40 NON-CONFORMING LOT \ �I FRONT YARD:35 FT MIN. SIDE YARD:10 FT MIN. 765 GAL.DRY WELL ' /•' 1� SURFACE WATER OR WETLANDS WITHIN 300'LOT AREA = 9,969 SF UPLAND AREA = 9'458 SF i ,�3��1/' 14 'I LAWN a.5Q' \ cn `" 1. As-built conditions for LOCATION OF ITEMS ON THIS LOT OBTAINED FROM 6/25/2023 ,/'`1Z , 0 each septic component SURVEY BY KENNETH M WOYCHUK LAND SURVEYING PLLC \�.46.5'\ 1 b.30\ 1 ,v, 11� , , , , G o `,� indicated by a and b LOCATION OF NEIGHBORING WELLS OBTAINED FROM 5/4/1998 '` �' \b.25.5' \ \. `N v I' SURVEY BY PECONIC SURVEYORS, P.C. 01� ,/•\ .\moo \ ��\� O \a.41' 1 j� dimensions •�� cn ALL ELEVATIONS IN NAVD88 6g. /� �60.23' o `. \a �\ 1� f1 \0 1�-� b. 16\\ 13 g y 10 \ lid \ \ \ 1 .• I RCA DRIVEWAY P o \5 \�� i I I \` }o \ \ a.2 \ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES G ?, \ 1 �G I I o I I \ DB b. 1 APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE N a. ob. irereoze R•24-0420 O O ♦ ♦pp ♦ • 1 Date H.S.Ref.No. D� \ Qi I 1 ALE I ��������i����� 11.0�♦ b. 13 O N -i 1 G\R .... ............... \\ 1 O\ \ The sewage disposal and water supply facilities at this location have been tSl \' `' O P N 1 FUJICLEAN 450 ADAPTER w C I F .����.•29' FRM.�......... a, inspected and/or certified by this Department or other agencies and found ,r C r I �1p,�j' STY •M�•� \ /:`Q\ \ to be satisfactory FOR A MAXIMUM OF a BEDROOMS. = = I. ••• • B Ep R00 S LONG SWEEP CAST �����2 �� ��������� • - �G = o I I 1 0 0...:UWE ... ........ s I . , 11 1 IRON ELBOW JOLIATHAN PAI,P.E.,CHIEF � I �• O \\\\� #SOO .......... 1 I. 1 °'.�� EL ..���� C.O. 1 \ � Office of Wastewater Management 1 EXISTING WOODFFL DECK TO BE REBUILT I \30:0' "" a. IN PLACE AND KIND I I I i o y • � °�,' t ��:S�REENED\\o •1 TIDAL WETLAND BOUNDARY 1 1 1 26.3' ORCH �� y�X I WATER METER AS DELINIATED BY 4 \ _ 1: COLE ENVIRONMENTAL SERVICES \ \O �I� / \ ` II RCA DRIVEWAY MARCH 25, 2023 I 1 wo'\.� APPROX. LOCATION OF \ I I \ PROPOS 10 \ < .. _ \ 1 SCWA WATER SERVICE LINE \ 1 1 \ ADDITONA \ _ _E U P I I DECKING 3 \ \ JAKE LACHAPELLE \ I 1 \ I �• �\ \ P.O. BOX 1251 \ I I I7 8l I g.o" \ \ �'T 1�11.23 I MATTITUCK, NY 11952 �• (646) 251-5058 4 ►I I •�S 7$� $tSo OP ELECTRIC METER JAKE@LACHAPELLEARCHITECTURE.COM �, Imo• \ Ti • r I I 675 GAL. DRY WELL I � I 40'NON-TURF VEGETATED BUFFER(NON-FERTILIZER 75'BOUNDARY DEPENDENT w 'ACCESS 1 ) /4 FROM TIDAL ;;. PATH TO RAMP PRESCRIBED BY WETLAND t p jr FEMA MAP#36103C0166H EFF. 09/25/2009 SOUTHOLDTRUSTEES NAVD88 9,969 SQ.FT. or 0.23 ACRES << scale 1" 20' 61 NORTH ~' e f 0' 10' 20' 30' 040' 50' 100' JAKE LACHAPELLE AIA JAN 1 3 2026 I it ill NYS LICENSE#033930 GLESS )ISAppp OVAL DRAWING LIST 800 KOKE DRIVE SOUTHOLD,NY 1197i 800 KOKE D IVE A1.00 DRAWING LIST,ABBREVIATIONS, SYMBOLS,&INSPECTIONS A2.00 NOTES A3.00 SCHEDULES&RISER DIAGRAM SO U T H O L D, NY A4.00 NAILING&STRAPPING DETAILS IT o� �~'`" A5.00 SITE PLAN -SURVEY TRUE 0 p SCTM#-1000-87.-5-7 A6.00 FOUNDATION PLAN NORTH �O ❑o a A7.00 GROUND FLOOR PLAN Q�n 130 D 0 A8.00 ROOF PLAN ® o Ro A n nn REFLECTED CEILING PLAN AN PROJECT � d n1999 nnru Tinni ni NORTH ELEVA-TIG'N (25.27-) O C] n al nn EAST Ei E� nTrr TIGN TCTrgVC7�CI7TC TAX MAP NO.1000.87:5.7 A14.00 SECTION ISSUE/REVISION DATE A15.00 DETAILS NOTE: DO NOT SCALE oo FILING SET 05.02.2023 A16.00 DECK DETAILS FROM DRAWINGS SYMBOLS REGULATORY NOTES 4 ABBREVIATIONS _ 1. THIS APPLICATION IS FILED WITH THE TOWN OF SOUTHOLD A.F.F. ABOVE FINISH FLOOR GWB GYPSUM WALL BOARD r—LEVEL BUILDING DEPARTMENT, IN CONFORMANCE WITH THE TOWN ALT ALTERNATE DRAWN BY:J.LACHAPELLE THIRD FLOOR CODE CHAPTER 144. APP. APPLIANCE(S) HM HOLLOW METAL CHECKED BY:J.LACHAPELLE 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 NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE 2O DOOR YORK STATE AND THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE, IN COMBINATION WITH THE TOWN CODE. C/C CENTER TO CENTER MECH. MECHANICAL 1 ELEVATION NUMBER CLG CEILING MTL METAL LaChapelle Architecture PLLC 1O PARTITION TYPE A6 SHEET NUMBER 3. REFERENCE HEREIN TO 'BC' SHOULD BE CONSTRUED TO MEAN CIVIL) CONCRETE MASONRY UNIT P.O.Box 1251 THE APPLICABLE BUILDING CODES OF NEW YORK STATE. CONIC CONCRETE PTD PAINTED Mattituck,NY 11952 CONT. CONTINUOUS (646)251-5058 jake@lachapellearchitecture.com 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. A4 SHEET NUMBER D.H. DOUBLE HUNG O.C. ON CENTER � F D A 5. THIS STRUCTURE IS CLASSIFIED AS CONSTRUCTION::TYPE V(B) DIM. DIMENSION �\r.) " LA ��Cti (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 nI HEREIN IS COMPLIANT WITH ALL APPLICABLE LAWS, CODES, , AND REGULATIONS. ELEC. ELECTRIC TYP. TYPICAL STAIR DIRECTION LABELS ENG. ENGINEER ��Q 033gg0 INSPECTIONS E EQUAL V.I.F. VERIFY IN FIELD O �O EXIST. FST. EXISTING NEV1 - UP DN W/ WITH SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH THE FL FLOOR WD. WOOD SC SMOKE+CARBON MONOXIDE DETECTOR REQUIREMENTS OF BCNYS 1704&1705. NOT FOR CONSTRUCTION SMOKE AND CO DETECTORS SHALL COMPLY FOOTING SCOPE O F WORK DRAWING LIST, WITH UL 268,7th ADDITION FOUNDATION ABBREVIATIONS, MATCH LINE FRAMING,TIE-DOWN/STRAPPING AND PLUMBING INSPECTIONS &SYMBOLS PERIMETER INSULATION THE GENERAL INTENT OF THE WORK IS TO BUILD AN ADDITION ON THE ' - - CENTER LINE ROUGH ELECTRIC HOUSE INCREASING THE GROSS SQUARE FOOTAGE TO OVER 850, INSULATION AND CAULKING PERFORM VARIOUS UPGRADES AND ALTERATIONS TO THE HOUSE,AND SHEET NO: BREAK LINE SOLID FUEL-BURNING APPLIANCE&CHIMNEY BUILD A NEW DECK ON THE EXISTING HOUSE. NO CHANGE OF USE OR ENERGY CODE COMPLIANCE OCCUPANCY IS PROPOSED. ALOO FINAL SHEET 1 OF 16 GENERAL NOTES COMPLIANCE NOTES GLESS 1. ALL WORK TO BE PERFORMED BY LICENSED TECHNICIANS TO 1. THE STRUCTURAL MODIFICATIONS TO THE HOUSE INCLUDED RESIDENCE ACCOMPLISH THE WORK AS OUTLINED IN THIS SET OF HEREIN MAKE THIS A LEVEL 2 ALTERATION UNDER EXISTING 800 KOKE DRIVE DRAWINGS AND AS MAY BE REQUIRED BY THE WORK.ALL BUILDING CODE (EBC)CHAPTER 6. REQUIREMENTS OF BC SOUTHOLD,NY 11971 PLUMBING AND ELECTRICAL WORK SHALL BE CERTIFIED BY CHAPTER 7 AND 8 APPLY AS A RESULT. PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS.ALL 2. THE PROPOSED STRUCTURAL MODIFICATIONS TO THE MAIN WORK SHALL BE DONE CAREFULLY AND NEATLY,IN A HOUSE WILL BE PERFORMED IN CONFORMANCE WITH THE ® oB QO SYSTEMATIC MANNER. REQUIREMENTS OF'EXISTING BUILDING CODE'SECTION 806 FOR TRUE ❑ 63 0 ALTERATIONS LEVEL 2. STRUCTURAL OBSERVATION IS NOT NORTH DO 2. IN ADDITION TO THE REQUIREMENTS OF THE APPLICABLE REQUIRED UNDER BC 1704.6 BECAUSE THE BUILDING IS NOT IN o�a o� p p BUILDING CODES,ALL WORK MUST CONFORM TO FIRE THE INDICATED RISK CATEGORIES AND NOT A HIGH-RISE ® 0 a o DEPARTMENT REGULATIONS, UTILITY COMPANY BUILDING. PROJECT q REQUIREMENTS,AND BEST TRADE PRACTICES. (25.27') O o 3. PROPOSED GWB FINISHES MUST COMPLY WITH BC CHAPTER 8. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE TAPED, PRIMED,AND PAINTED GWB IS ALLOWED UNDER BC 803 TAX MAP NO.1000.87:5-7 FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY AND QUALIFIES AS A CLASS-A MATERIAL WITH FLAME SPREAD g ISSUE/REVISION DATE DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS INDEX LESS THAN 25 AND SMOKE-DEVELOPED INDEX BELOW 450. TO THE ARCHITECT. THIS EXCEEDS THE REQUIREMENTS OF BC TABLE 803.13 FOR THIS .00 FILING SET 05.02.2023 OCCUPANCY R-3. 4. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE 4. INTERCONNECTED SMOKE DETECTOR ALARMS SHALL BE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE PROVIDED IN CONFORMANCE WITH 'FIRE CODE'1103.8 AND DRAWINGS. CARBON MONOXIDE DETECTION EQUIPMENT MUST BE PROVIDED IN CONFORMANCE WITH 'EXISTING BUILDING CODE'SECTION 804, 5. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES IF NOT ALREADY PRESENT IN THE BUILDING. WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING DRAWN BY:J.LACHAPELLE MANAGEMENT. 5. THE WORK PROPOSED HERE MUST CONFORM TO ECCNYS R503 CHECKED BY.J.LACHAPELLE REQUIREMENTS FOR ALTERATIONS. 6. AS REQUIRED BY ECCNYS TABLE R402.1.2 THE NEW PERIMETER NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE DECK BUILD NOTES WALL ASSEMBLY MUST ACHIEVE R-20.THE NEW ROOF ASSEMBLY MUST ACHIEVE R-49. PROPOSED ASSEMBLIES EXCEED THIS; LaChapelle Architecture PLLC 1. REFER TO THE LATEST VERSION OF THE AMERICAN WOOD RESCHECK WILL BE PROVIDED. P.O.Box 1251 COUNCIL'S 'PRESCRIPTIVE RESIDNETIAL WOOD DECK Mattituck,NY 11952 CONSTRUCTION GUIDE'. 7. AS REQUIRED BY ECCNYS R503.1.4 NEW LIGHTING SYSTEMS MUST (646)251-5058 jakeQlachapellearchitecture.com CONFORM TO SECTION R404A ALL NEW FIXTURES WILL CONTAIN 2. ALL FRAMING LUMBER TO BE NO.1 GRADE OR BETTER, HIGH-EFFICIENCY LAMPS. GROUDN-CONTACT PRESSURE TREATED. [GLUE-LAMINATED F�E Ay 8. CONTRACTOR TO SCHEDULE AND PROVIDE ACCESS REQUIRED �� C TIMBER BEAMS ARE A FEASIBLE ALTERNATE; PLEASE CONSULT 5 ACHy WITH ARCHITECT OF RECORD FOR SIZING.THESE MUST BE FOR ALL INSPECTIONS.WORK MUST REMAIN ACCESSIBLE AND TREATED WITH AN OIL-OR WATER-BORNE PRESERVATIVE IN EXPOSED UNTIL INSPECTED AND ACCEPTED IN WRITING BY THE INSPECTOR. ACCORDANCE WITH AWPA UI.1 3. FLASH TOPS OF FRAMING LUMBER (BEAMS,JOISTS, STRINGERS) 9. CONTRACTOR MUST COMPLY WITH ALL BUILDING DEPARTMENT fit¢ 4 WITH PEELON-STICK BITUMINOUS PRODUCT FOR DURABILITY. RULES OF OPERATION (SUCH AS HOURS OF ACTIVITY)AND u ti o INSURANCE REQUIREMENTS. O. 0339 ETC.TO BE HOT-DIPPED 3 > F 4. ALL FASTENERS,ANCHORS,WASHERS, 10. CONTRACTOR SHALL NEITHER INTERRUPT NOR RELOCATE OF NE` GALVANIZED OR STAINLESS STEEL, EXCEPT THAT FLASHING BUILDING SERVICES WITHOUT WRITTEN REQUEST TO THE OWNER FASTENERS MAY BE SILICONE BRONZE OR COPPER FOR MATERIAL AND RECEIPT OF WRITTEN CONSENT. NOT FOR CONSTRUCTION COMPATIBILITY. 5. ALL CONNECTORS (JOIST HANGERS, STRAPPING, ETC.)TO BE 11. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES WITH THE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. DEPARTMENT OF BUILDINGS, PAY ALL FEES,OBTAIN ALL PERMITS (VOTES AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY CITY 6. BEAM SPLICE MUST OCCUR AT POSTS. STAGGER SPLICES WHEN AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED. COMPOSED OF TWO OR MORE MEMBERS. SHEET NO: A2mOO SHEET 2 OF 16 LIGHT FIXTURE SCHEDULE GLESS RESIDENCE ID FIXTURE TYPE MAKE/MODEL TEMPERATURE WET LOCATION FULL CUTOFF NOTES 800 KOKE DRIVE AA EXTERIOR SCONCE TBD MAX.3,000K YES YES LANTERN SCONCE SIMILAR TO EXISTING ON HOUSE SOUTHOLD,NY 11971 BB EXTERIOR RECESSED WAC R4FS-WT 2,700K YES YES WHITE FINISH,SET FLUSH INTO CEILING;AIM AT WALL CC DECK POST LIGHTS MAXIM LIGHTING 52120-SV 2,700K YES YES SILVER FINISH,INSTALL DRIVERS IN WEATHERPROOF BOXES UNDER STAIR ® 0 Oa QOd ,� DD INTERIOR RECESSED WAC R3ARDL-F-827-WT 2,700K NO N/A WHITE FINISH,TRIMLESS-TAPED INTO CEILING GWB FINISH NORTH C 4 p a EE INTERIOR PENDANT TBD 2,700K NO N/A - ® p pa D 0 0 WINDOW & DOOR SCHEDULE, ENERGY CODE COMPLIANCE NORTHT Q O O U-FACTOR/R-VALUE SHGC (25.27°) ID ASSEMBLY MAKE/MODEL DIMENSIONS HARDWARE NOTES QTY ECCNYS PROPOSED ECCNYS PROPOSED TAX MAP NO.1000.87:5.7 # ISSUE/REVISION DATE A B .00 FILING SET 05,02.2023 1 - 2 3 1 DRAWN BY:J.LACHAPELLE CHECKED BY.-J.LACHAPELLE a-R20 CAVITY OR R13 CAVITY+R5 CONTINUOUS NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE LaChapelle Architecture PLLC P.O.Box 1251 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com H,q,oF'yi J' 0 03393�0 OF N I�. NOT FOR CONSTRUCTION SCHEDULES& RISER DIAGRAM SHEET NO: A3mOO SHEET 3 OF 16 CONSTRUCTION NOTES NAILING SCHEDULE STRAPPING DETAILS GLESS RESIDENCE 1. ALL WORK SHALL CONFORM TO THE AF&PA WOOD FRAME 1. NAILING PER NYS CODE; INCLUDING (5)10d NAILS AT SILL AND 1. PROVIDE HURRICANE STRAPPING BY SIMPSON OR EQUAL CONSTRUCTION MANUAL 2015 HIGH WIND EDITION PLATE OF ALL 2x6 STUDS 2. PROVIDE (8)8d COMMON NAILS IN EACH END OF 1j' 20 GA. SoUTHOLD,NY 11971 DRIVE 2. DESIGN LOADS AS FOLLOWS: 2. USE GALVANIZED FASTENERS FOR ALL FRAMING GALVANIZED STRAP FOR LATERAL/SHEAR CONNECTIONS AT TH 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 R301.3 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 # Qalap ,�„� WIND EXPOSURE CATEGORY'C' FOR 130 MPH 3 SECOND GUST ROOF FRAMING CONSTRUCTION MANUAL(WFCM) FOR 120 MPH FASTEST WIND ® 6 PER R301.2.1.4&FIG. R301.2(5)A RAFTER TO TOP PLATE TOE-NAIL 3 PER RAFTER SPEED TRUE Q p CLG JOIST TO TOP PLACE TOE-NAIL 3 PER JOIST NORTH O� 013 ® o LOCATION LIVE DEAD DEFLECTION LIMIT CLG JOIST TO PARALLEL RAFTER FACE-NAIL 3 EACH LAP D 0 GROUND 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 PROJECT d NORTH Q BLOCKING TO RAFTER TOE-NAIL 2-8d EACH END c25.2701 O ° FOUNDATIONS&FOOTINGS RIM BOARD TO RAFTER END-NAIL 2-16d EACH END ROOF TAX MAP N0.100087:57 1. ASSUMED SOIL BEARING CAPACITY=1,500 PSF ASSEMBLY 2. CONCRETE TO BE 3,500 PSI @ 28 DAY TEST; REINFORCE WALL FRAMING k ISSUE/REVISION DATE THROUGHOUT TOP PLATE TO TOP PLATE FACE-NAIL 2-16d PER FOOT 3. NEW FOOTINGS TO REST ON UNDISTURBED EARTH,WHERE TOP PLATES AT INTERSECTIONS FACE-NAIL 4-16d EACH SIDE .00 FILING SET 05.02.2023 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. TOP OF BOTTOM PL TO STUD END-NAIL 2-16d PER 2x4 FRAMING 3-16d PER 2x6 1. FRAMING LUMBER TO BE DOUGLAS FIR/LARCH STAMPED 4-16d PER 2x8 STRUCTURAL GRADE NO.2 OR BETTER BOTTOM PLATE TO FLOOR JOIST FLOOR 2. SHEATHING TO BE APA-RATED, EXPOSURE 1 BAND JOIST, END JOIST,OR ASSEMBLY DRAWN BY:J.LACHAPELLE 3. SUB-FLOORING TO BE APA-RATED, EXPOSURE 1, 'WARMBOARD' BLOCKING FACE-NAIL 2-16d PER FOOT WHERE INDICATED CHECKED BY:J.LACHAPELLE 4. AT HEADERS OVER 6' PROVIDE DOUBLE UPRIGHTS;AT HEADERS FLOOR FRAMING OVER 9'PROVIDE TRIPLE UPRIGHTS JOIST TO SILL,TOP PLATE NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE 5. HEADERS TO BE 2x8 MINIMUM OR AS INDICATED TO GIRDER TOE-NAIL 4-8d PER JOIST 71 6. PROVIDE DOUBLED FRAMING AT ALL OPENINGS INCLUDING BRIDGING TO JOIST TOE-NAIL 2-8d EACH END STAIRS, ETC. BLOCKING TO JOIST TOE-NAIL 2-8d EACH END LaChapelle Architecture PLLC 7. PROVIDE SOLI BLOCKING AT ALL FLOOR JOISTS AND ROOF BLOCKING TO SILL/TOP PLATE FACE-NAIL 3-16d EACH BLOCK P.O.Box 1251 RAFTERS AT MAX.8'-0 PROVIDE 2' SPACE FOR AIR LEDGE STRIP TO BEAM FACE-NAIL 3-16d EACH JOIST Mattituck,NY 11952 CIRCULATION AT ROOF JOIST ON LEDGE TO BEAM FACE-NAIL 3-8d PER JOIST (646)251-5058 jake@lachapellearchitecture.com 8. PROVIDE 2x6 STUD FRAMING,TYPICAL BAND JOIST TO JOIST END-NAIL 3-8d PER JOIST BAND JOIST TO SILL/TOP PLATE TOE-NAIL 2-16d PER FOOT ROOF SHEATHING `�5 L�Cygp 'S'i STRUCTURAL PANELS 8d TABLE 3.8 DIAGONAL BOARD SHEATHING: ' of Vx6"OR 1"x8" 2-8d PER RAFTER 1'x10° OR WIDER 3-8d PER RAFTER CEILING SHEATHING .^4 =7� o_ GYPSUM WALLBOARD COOLERS 5d 7" EDGE ��� 0339 �n 10" FIELD OF NE`�"'' WALL SHEATHING STRUCTURAL PANELS 8d TABLE 3.9 FIBERBOARD PANELS NOT FOR CONSTRUCTION 7/16", 25/32" 8d 3"EDGE 6' FIELD NAILING &STRAPPING PARTICAL BOARD 8d TABLE 3.9 DETAILS FLOOR SHEATHING STRUCTURAL PANELS <1" 8d 6' EDGE SHEET NO: 12° FIELD A4w00 STRUCTURAL PANELS >1° 10d 6" EDGE 12' FIELD SHEET 4 OF 16 LOT COVERAGE CALCULATION: LIVABLE FLOOR AREA CALCULATION: G LESS EXISTING PROPOSED RESIDENCE LOT SIZE 9,969 SF EXISTING HOUSE 537 SF EXISTING HOUSE 611 SF PROPOSED NORTH ADDITION 96 SF 800 DRIVE EXISTING DECK 379 SF PROPOSED EAST ADDITION 217 SF SOUTHOLD,NY 11971 EXISTING LOT COVERAGE 9.9% TOTAL 850 SF CONFORMS PROPOSED DECK ADDITION 21 SF PROPOSED SCREENED PORCH 225 SF PROPOSED NORTH ADDITION 102 SF TRUE PROPOSED EAST ADDITION 213 SF NORTH a DO no PROPOSED LOT COVERAGE 15.6% CONFORMS 0 11�• 1 PROJECT ® d NORTH QO (25.27°) D 1 •\ � TAX MAP N0.1000-87.-5.7 O n�5Oj1 \ # ISSUE/REVISION DATE s 6S° �_ Q EXIST O .00 FILING SET 05.02.2023 SEPTIC 0 5 Ta �j► o \ ,Z \ + 35•� d • DRAWN BY:J.LACHAPELLE wi i�ii iii • �� 11,0• , FOOTPRINT OF Q9;0 ;:•:; ;•.�,, * f \ DEMOLISHED 'Q CHECKED BY:J.LACHAPELLE THROOM AREA o_ cry .5 •:::SjY'FRM:: .0': NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE :; \ WELL Dow wu � "•" .... . • ` \ • 1 LaCha elle Architecture PLLC OM TO BE RESULT m �' : :::::30.0':'::::: .:: 1 p N PLACE AND IQD '{ ......... •;;� ; � \ P.O.Box 1251 \ �t �� ��� •��q \ 1 Mattituck,NY 11952 + 26.3 �::�� ... \ D 26 (646)251-5058 jakeQlachapellearchitecture.com AS MWE IMM 25. 2023 ac \ Art D A 1 O ANK _ _ •O►� U.P. Rt`°�`�G LAC H,gACy�� � \ � 1 1.23 4: Q-- �1 OAT 1 8� „ W N C ,; •: S78 OF N 0 N ID NOT FOR CONSTRUCTION PLAN - FEMA MAP#36103CO166H EFF. 09/25/2009 '(� $� SITE SURVEY NAVD88 A�L' 9,969 SQ.FT. or 0.23 ACRES BACKGROUND DATA FROM 2023 SURVEY TRUE SHEET NO: SITE PLAN BY KEN WOYCHUK; PROPOSED LOT NORTH A5mOO 1 COVERAGE CALCULATIONS BY SCALE: 1" = 20' LACHAPELLE ARCHITECTURE PLLC SHEET 5 OF 16 10 20'-2 s 4°. GLESS ADDITION ----------------------------!8,XM-VEt+T=--------------------------- RESIDENCE I I ------------- -4--------------------------------------1 i 800KOKEDRIVE t , , SOUTHOLD,NY 11971 FINISHED GRADE:EL.8 9'-011 9'-8" 6'-31/2" 5'-10" 5'-91 2"-oil Oil IADDITION _____________ .y I TRUE p 1 1 1L- - - - - - - - - _ 0 1 -�-------- _I-----------� r------------i i NORTH �O o 1 1 1 1 1 1 1 1 1 , _ ❑ 1 loc 1 I lilt 1 I ltuI 1 1 lull I I ----------------------------, pDnn n --W1.-r •QrWI I II�1�-r r- J r- V p D D Illl y O IIII I111 �IrTlr- 1�TIr— —I}7•Ir- I I � � IIIII NIIIII IIIII K I I I I I I W IIII I 11 I I W I I ® O O IIII p C7 IIII IIII W IIIII WI1111 nn� C7 lilt I nll II II PROJECT Inl III NRT (25.27')¢ �yn nn= OP �� f �nu y I¢ p a ltno x nil I II ¢ E lilt] N z lfl 6 QO TAX MAP NO.1000-87:5-7 IIII N M IIII I III I �_ X IIIII XII111 IIIII N I I , I I IIIII `IIII IIII � ry III11 NIIIII IIIII I 1 I I IIII IIIII I I l l Q ' V I I I I I I I I I I I # ISSUE/REVISION DATE ltlt nnN nnI --,IIII Ills— 2X10DFH2F1016"OC /�nil 1 6X6 ACQ POST r--WI-I-WIx r_ Illn _ r--1Rm-, da lTtf 1 ON 12"dia.PIER 1 I�Iry 1 1fir ' .00 FILING SET 05.02.2023 1 1 I�IM I I 1 W/2'X2'X1'FTG IVI` � / 1 1 1 1 1 ICI 1 l++r( 1 1 Inll I 1 lull 1 I I -W L_-3 BELOW GRADE 2 10 J 16"OC ;_ IIIII 1 •--Irtlr-� •-mmr- I I ; ; ' nn� O .--WLI_LLI 11TIr-- Intl nnl� I I , nil nl1 nnl W nnl Inn"' I I I nap I IIII `nil oc O nub tV w Iar, mr-, W nnl 5 nnl nnl� I I , IIIIU' p lAl 1 1 _ L9 U' I z _ M I IIIICI IAI I nlli NIIIII iillld i I Co III IAI - IIIII IIIII IIIII(, I PROPOSED I ' Q 00 C1 nul Q IIIII nIIIQ I 5 0) M uu C7 IAI 1 , v t0 nn� v IAI fill 1 Q IIIII .NI Inn nnl� �O I IIIIC' a Imr�mr-- „I IIIII x IIIII Illllx I II CRAWLSPACE 1111 ,.y IIIII N I I 5-10 I I I N 5-91 2 1 I DRAWN BY:J.LACHAPELLE IIII a N lilt ml I IIII IIIII I lilt] fill IIII a IIIII r-nmr-'1 I-nmr-, ' CHECKED BY:J.LACHAPELLE IIII , 2X8 ACQ DJ C5)16TIC IIII IIII 6X6 ACQ POST I �. � IIIII 1 I 1 1 I I m i--Wt�v;o I-mrrlr- 1 ON 12"dia.PIER ry I ; ; 1 1 w/2 X2 X1 FTG 1 1 I I NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE I uln 1 3 BELOW GRADE uIl all 1 I�;cf - I 1 •--fir-� Inlw zD 1 fin, _I znlll nnlw I I I I unM •� lilt �nitr4 UjIJ Ujung LaChapelle Architecture PLLC I I11 V' r-1 p IIII II11 N W Y�tp II nnIInIIIQ Cc.7J nn1u1 I Ifinnlet` _ (fill Cr lilt nInnInInnIlIl cri , , P.O.Box 1251 00 J Ql lNrn MatttUCk,NY 11 952 Cf(fill NlnuI a lilt lilt L (fill 1-4X ,III fill V X nlllx I (646)251-5058 jake@lachapellearchitecture.com ( nuM nu u" 2 1 6" C N nnl NIIIII nlnN I I I I Illly N IIII I IIII X2X IIIII �IIII IIIII� I I , I �__,�F_ N IIIII `-'IIIII IIIII I I 11 1 .�ll�I WL-, I�i1Tlr-, f-iTTlr-, f-11TIr-, I I I IIIII 1 �Iyl r1IIl f--WI _ o • 0 1 f-----, 1 1121fi/ 1 f----7 1 III � — � � � � � � � � �:✓ 1 1L L L L --w--. 1 ----- 777 -------------------- -------------J-----J-L -L---L-----L-------J- -------------- �CIJc� yj --------------- at«��«'_ ===C61s�""----- 8X16VENT-------------- llll� 1 ------------------------ _�----------_______�=------------------------•-- -___----------------- I �-- 1 �-- -- yj Ilnp M I 111,0 1o'-sll sl_911 �r- �'-s"III1� I 9 m I u n a � n n 6X6 ACQ POST M c 0 I 1'-0' 0 o a ON 12 dia.PIER n n N Ln o M[ W/2'X2'Xl'FTG °¢°@J I o w If lilmN fin 3'BELOW GRADE I `D I �9T�0. 03393� O� -»��-, r----�, t o F 1 'ice lilt1 1 1 (3)2X10ACQGIRDER t 1 I 1 �,� ,-IMF tlE�'r 1 1 J---------------------- �- J-=--------------------J- 1 v p 1 3= - =a=� 1 -------------------- p NOT FOR CONSTRUCTION 9'-011 •-- - 9'-81/2" •_- - 9'-81/211 '�+ 6X6 ACQ POST r+ ON 12"dia.PIER 29'-11" I w/2'X2'X1'FTG I FOUNDATION PLAN 3'BELOW GRADE DECKr ---, r-----, r-----, r----�-, I 1 (3)2X10 ACQ GIRDER I 1 (3)2X10 ACQ GIRDER I 1 (3)2X10 ACQ GIRDER 1 I 1 1-------------L- L------------J- J------------_L 1 I 1 FINISHED GRADE:EL.8 1 r _ _ _ _ _ _ 1 1 SHEET NO: OFOUNDATION PLAN 6-5 1/2" t 61-611 L 6-5 1/2" SCALE: 1/4" = T-0" 20'-5" A6mOO SCREENED IN PORCH SHEET 6 OF 16 -• Q ..• Q GLESS RESIDENCE . :•-. j % �� ■■■■■■■■�1■■ICI■I■ RELOCATE WINDOW C TO - •- _ _ . —BEDROOM 1 '■ AND ■■■I I ■■■ ■� ■■<� ■ ■■ EXTERIOR ■■■� I ■■■■■� ■■■■■■■■■■■■■■ ••• ••• i■■■ii�1 ii■■iMIN 0 ■■■■■�■■■■� I■1■ice■■� iiiiiiii■CD,■■i ' ■MEN ■■■■� Sim NEB o���■►�a� WASH/ M ■ Mill MIN DRAWN BY:1.LACHAPELLE MEN I No MMMMMMMMMMMRMlMMM NNE ■■■■■■■■■■ �� ■ ■■■■■1 . . . : PRINTED PROVIDE HEADER PER IMMIMMMMMMMM_ FRAMING PLAN I■■■■■■■■■■■■■■■r®■ ■■■�I■�az� ■■�� I■■ ■■■■■■■■■■ �.. M■■■■■� ... , MAINTAIN EXIST.—=; INN WOOD-BURNING STOVE ■■ ■ 1■■■■■■1 EMEMEMEN ram+-_ In tl1111101 -1�Ll�I/IUI II IIIIOIIillll IIII0111 1 0 IGu 1 jjjj�j��j�j/ ����jjjj/ - GROUND •O- PLAN %� �� SHEE7 NO: GLESS PC ST RESIDENCE rr----- __— — _77 ______M _==:�'7 800KOKEDRIVE II II I SOUTHOLD,NY 11971 II II II II II II I I I I NORTH 0 �O ❑0 1 — — — — — — — — — — — — — I I I I I I PROJECT ORTH T q l I I w I II I I (25.27-) 0 0 \(4)2 TAX MAP NO.1000-B7:5-a 2X10 R 16"O LA 0 R ROOF # ISSUE/REVISION DATE zo .00 FILING SET 05.02.2023 m II L— - — - - - - - - - - -- -� F — II it II II I � I � II - - II L - - - - - - - - - - - - — — - - - - — — — — - - - -J �- - - - JI II II — — — — — — — — — — — — —I . I 1-3 4X11-7 8 LVL IDGE 1-3 4X11-7 8 LVL RID E L —_ —_ — JI 3 , DRAWN BY:J.LACHAPELLE II I II CHECKED BY:J.LACHAPELLE I I II II NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE IIV'4) II II II I ' LaChapelle Architecture PLLC oP.O.Box 1251 Mattituck,NY 11952 o (646)251-5058 jake@lachapellearchitecture.com X10 R 16"OC(LOWER ROOF) 4�F D A L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — —J1— — — — — — — — — — P ST I I POST — 7-' s C <cn �0. 03193� i t I I OF N I I w 2X10RR016"OC II o ' II 2 J ' ' NOT FOR CONSTRUCTION II � II II � ROOF PLAN II � II ii � II I I — 2X10 RR 016"OC I i ii II SHEET N0: ROOF PLAN II- - - — — — — — — — — — — — — PST — — — - - — — — — — — — — II L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — J A43m00 O SCALE: 1/4" = 1'-0" SHEET 8 OF 16 G LESS RESIDENCE 800 KOKE DRIVE SOUTHOLD,NY11971 0 TRUE 8� p NORTH OD o ® o ® °oa D o 0 1-3/4X11-7/8 NORTH T Q ML RIDGE (25.27°) O 1-3/4X11-7/8 ML RIDGE 2X12 LAYOVER TAX MAP NO.1000-87:5.7 P TE # ISSUE/REVISION DATE DBL 2X8 CT @48"OC 2X1 RR 2X12 ALLEY 000L .00 FILING SET 05.02.2023 @16110C PLATE 1X10RR @16" 12 7� O 12 C A L TO ROOF 2X8 CJ 16"OC 2X8 CJ @16"OC (2)1-3/4 11-7/8 _ - DRAWN BY:1.LACHAPELLE ML GIRDER o ML GIRDER rV CHECKED BY:J.LACHAPELLE a-i NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE O i BO RAILING TO CODE3'h LaChapelle Architecture PLLC P.O.Box 1251 ® ® ® uck, 11952 (646)251-5058 jakake@lachapellearchitecture.com 5 4 DECKING 2X8 ACQ @16"OC 2X10 FJ @16"OC 2X10 FJ @16"OC (3)2X10 ACQ (3)2X10 ACQ (3)2X12 ACQ (4)2X12 ACQ (4)2X12 ACQ (4)2X12 ACQ D GIRDER GIRDER GIRDER GIRDER GIRDER GIRDER \<<�` RC 2X6ACQ ILLPLATE • • • 6X6 AC POST TERMITE SHIELD 12"dia. '` •` 8 CMU(TYP) SILL SEAL w C� CONC.PIER ; AS REQUIRED : DAMPPROOF o —1 • 2"CO NC, LAB • 24X24X12 FTG 16"X8"CONC.FTG ,y y r (2)#4 REBAR O. 0339' OF NOT FOR CONSTRUCTION SECTION SHEET NO: DSECTI SCALES:. 1/4" = T-0" A:l4mOO SHEET 14 OF 16 2x6 STUD FRAMING,TYP. G LESS 2"CLOSED-CELL SPRAY FOAM PROVIDE STRAPPING INSULATION(R-14)PLUS 3 Z"BATT _ THROUGHOUT PER RESIDENCE MINERAL WOOL INSULATION(R-15)FOR --_ i� CODE;SEE A3 800 KOKE DRIVE WHOLE ASS'Y MIN.R-29 i I PROVIDE SOUTHOI.D,NY 11971 VINYL SHINGLE SIDING TO MATCH EXISTING GUTTERS& LEADERS 1 THROUGHOUT 7 2"CLOSED-CELL SPRAY FOAM y 01 Qo QO '"' (R-50);ALLOW FOR AIRSPACE TRUE p NORTH O 2x10 JOISTS;PROVIDE FURRING IF a ❑� NECESSARY FOR FAIR CEILING SURFACE 1$ 1. ® a ❑�70 /moo FASTEN P.T.SILL PLATE TO CONCRETE 20 oz.COPPER DRIP NORTH T Q d STEM WALL w/Z"S.S.THREADED ROD r25.27°� O o @ 48"O.C.,LOCATE ONE ROD WITHIN TAX MAP No.soot s7.5 32'OF ENDS OF EACH PLATE;MIN 12" nl EMBED IN CONCRETE;(R403.1.6) CONT.SEALANT AND BACKER ROD ISSUE/REVISION DATE SLOPE GARAGE i `.I'.. SILL GASKET ABOVE AND BELOW AT PERIMETER OF WINDOW TO oo FlLING SET 05.02.2023 FLOOR 1/8"PER •'I I°� _ TERMITE SHIELD STOP AIR INFILTRATION FT FROM BACK •I la, TO FRONT a•` 4"GARAGE SLAB w/6"GRID WOVEN JAMB PTD.EXTENSION AT WIRE FABRIC REINFORCING WINDOWS,PROVIDE TRIM TO MATCH EXIST. USE APPROVED EXPANSION JOINT MATERIAL AT PERIMETER OF SLAB ' ANDERSON 400 SERIES WINDOWS; SEE WINDOW SCHEDULE PROVIDE 6MIL POLYETHYLENE VAPOR r. RETARDED UNDER GARAGE SLAB, DAM BLOCKING @ SILL DRAWN BY:J.IACHAPELLE THOUGH NOT REQUIRED BY R506.2.3 2x6 STUD FRAMING,TYP. CHECKED BY:J.LACHAPELLE 2"CLOSED-CELL SPRAY FOAM • BUILD GARAGE SLAB ON UNDISTURBED p ° i NON-ORGANIC INSULATION(R-14)PLUS 3 Z"BATT NOTE:DRAWING MAYBE PRINTED AT REDUCED SCALE ' MINERAL WOOL INSULATION(R-15) FOR WHOLE ASS'Y MIN.R-29 LaChapelle Architecture PLLC I: �.. ;. PROVIDE#5 AR P.O.Box 1251 REINFORCIN @ 3' Mattituck,NY 11952 .a O.C.IN BO H I (646)251-5058 jakeQlachapellearchitecture.com DIRECTION N RT.& ' I a HORIZ.)INSTEM ' WALL " R REFERENCE DRAWING A6&A7 I ���`0 �pF 1,'., FOR COORDINATION �I r. m OF FOOTING a. ,d° Cn ° LOCATION 1 gyp• 03393�O I OF NE`ti�= NOT FOR CONSTRUCTION e DETAILS PROVIDE STRAPPING 1 THROUGHOUT PER ' CODE;SEE A3 SHEET N0: OTYPICAL SECTION ETAIL @ GRADE O TYPICAL SECTION DETAIL @ EAVE Al5mOO SCALE: 11 - 1 0 SCALE: = 1 0 SHEET 15 OF 16 — ' IF EXISTING LEDGER G LESS 00 FLASHING IS INTACT BEND IT 2x8 JOISTS&LfzDGER BACK TO ACCEPT NEW RESIDENCE (2)2x10 EDGE BEAM LEDGER AND BEND INTO I 800 KOKE DRIVE DETAIL'A' PLACE;IF FLASHING CAN'T BE /7�ii it i�ii y x yi;;ii SouTHOLD,NY 11971 SIMPSON DTT2 RE-USED THEN SELECTIVE i / TO JOIST REPLACEMENT OF HOUSE / LAYOUT RIM JOIST ♦ SIDING IS NECESSARY TO i / ♦ ACCEPT NEW FLASHING f \ SIMPSON LUS28 JOIST ! TRUE 11 p # P HANGER,TYP. ---'--- W NORTH OO 00 A q BAND JOIST ® °�a ❑� � RR0 ` I PROJECT • V a TYPICAL SECTION j (2b2�•) 0 ° DECK JOISTS PROVIDE POLYETHYLENE(OR i TAX MAP NO.1000.87.-5-7 BLOCKING I OTHER WEATHER-RESISTANT RAILING NOTE: ) 1 a DETAIL'B' I PROVIDE 36"RAILING AT LEDGER SPACERS FOR i # ISSUE/REVISION DATE ® DTT2 TO ALL LOCATIONS WHERE DRAINAGE I BLOCKING I DROP IS OVER 30" i'. .00 FILING SET 05.02.2023 LAYOUT SIMPSON COLUMN BASE W/ i. . . . .a.I .a I. I /' ♦ STANDOFF 311 e , < DRAWN BY:J.LACHAPELLE 611, s / \ / iQ�/ ;�`• a .` ° I CHECKED BY:J.LACHAPELLE n � NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE ♦ /. �` 'rsT11 i/ i. LaChapelle Architecture PLLC ♦ N% k,? / Mattituuck,NY PVC RISER 11952 ® ♦ , ._, 18 (646)251-5058 jake@lachapellearchitecture.com ROUND OR SQUARE ® i / POST / POST PLAN VIEW � �' � � � DETAIL C � FLARED FOOTING BOTTOM — ' ' /' ♦ / (2)SIMPSON SEE A5&A6 FOR FOOTING p DECKING DTT2 REINFORCING AND DATA (F / SIMPSON \ / ♦ \_AC1! DTT2 DECKING (ONE EACH q,oc'Si� / / SIDE) SIMPSON STANDARD RAILING ATTACHMENT / N ° ° ° N ° ° °DETAILS I �° ° ° ° ° ° ° �OL. ° ADJUST FOR PROJECT CONDITIONS I I I TE �3E\34E �2 mummm aI 1 1 CV - CV NOT FOR CONSTRUCTION 16"MIN. DECK DETAILS JOIST RIM JOIST BLOCKING \ %2'DIA.BOLTS OR THREADED ROD W/ / JOIST / SHEET N0: DETAILA �, NUTS AND WASHERS, i' DETAIL O TYPICAL DECK DETAILS �, n'P• A:16m00 SHEET 16 OF 16 G LESS RESIDENCE DRAWINGLIST 800 KOKE DRIVE 80 E DRI SOUTHOLD,NY 11971 A1.00 DRAWING LIST,ABBREVIATIONS,SYMBOLS,&INSPECTIONS A2.00 NOTES S O U T H O L D, N Y A3.00 SCHEDULES&RISER DIAGRAM 4 A4.00 NAILING&STRAPPING DETAILS ® 0 KOK VE A5.00 SITE PLAN -SURVEY TRUE Z 7-5-7 A6.00 FOUNDATION PLAN NORTH OC7 ❑0 A7.00 GROUND FLOOR PLAN 0� DA8.00 ROOF PLANA9. 0 REFLECTED EEILING PLAN NORTHTn 19nrnv 00 NcoTcm ELEVATleN (25.27°)nlln�9np�LEVA IGN ni2.vv ^�ITu n //�TVIAI TAX MAP NO.1000s7.�7 17�ELE�V79TTQfI n WEST rl E T11K. A14.00 SECTION N ISSUE/REVISION DATE A15.00 DETAILS NOTE: DO NOT SCALE A16.00 DECK DETAILS FROM DRAWINGS .00 FILINGSET 0515,2023 SYMBOLS REGULATORY NOTES ABBREVIATIONS 1. THIS APPLICATION IS FILED WITH THE TOWN OF SOUTHOLD A.F.F. ABOVE FINISH FLOOR GWB GYPSUM WALL BOARD LEVEL BUILDING DEPARTMENT, IN CONFORMANCE WITH THE TOWN ALT ALTERNATE DRAWN BY:J.LACHAPELLE THIRD FLOOR CODE CHAPTER 144. APP. APPLIANCE(S) HM HOLLOW METAL CHECKED BY:J.LACHAPELLE AO WINDOW EL, +31'-3° HT HEIGHT —ELEVATION ABOVE V-011 2• THE CONTROLLING CODE IS THE 2020 BUILDING CODE OF NEW B.O. BY OTHER HW HOT WATER NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE 2O DOOR YORK STATE AND THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE, IN COMBINATION WITH THE TOWN CODE_. C/C CENTER TO CENTER MECH. MECHANICAL 1 ELEVATION NUMBER CLG CEILING MTL METAL LaChapelle Architecture PLLC 1O PARTITION TYPE A6 SHEET NUMBER 3. REFERENCE HEREIN TO 'BC'SHOULD BE CONSTRUED TO MEAN CMU CONCRETE MASONRY UNIT P.O.Box 1251 THE APPLICABLE BUILDING CODES OF NEW YORK STATE. CONC CONCRETE PTD PAINTED Mattituck,NY 11952 CONT. CONTINUOUS (646)251-5058 jake@lachapellearchitecture.com 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. A4 SHEET NUMBER D.H. DOUBLE HUNG O.C. ON CENTER 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 ED AR DISC. DISCONTINUOUS S.S. STAINLESS STEEL 6. TO THE BEST OF MY KNOWLEDGE THE WORK PROPOSED DWG DRAWING STL. STEEL 1 _ _ HEREIN IS COMPLIANT WITH ALL APPLICABLE LAWS,CODES, AND REGULATIONS. ELEC. ELECTRIC TYP. TYPICAL STAIR DIRECTION LABELS ENG. ENGINEER INSPECTIONS EQ. EQUAL V.I.F. VERIFY IN FIELD s UP DN EXIST. EXISTING IV. 033 SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH THE W/ WITH pF NEYI SC SMOKE+CARBON MONOXIDE DETECTOR REQUIREMENTS OF BCNYS 1704&1705. FL FLOOR WE). Finai'rewwavlsd t~1r�/ isd from nt from ZSA Fft;*.—7 Q W NOT FOR CONSTRUCTION SMOKE AND CO DETECTORS-SHALL COMPLY FOOTING Date:Ij I DRAWING LIST, WITH UL 268,7th ADDITION FOUNDATION SCOPE OF WORK ABBREVIATIONS, FRAMING,TIE-DOWN/STRAPPING AND PLUMBING MATCH LINE PERIMETER INSULATION THE GENERAL INTENT OF THE WORK IS TO BUILD AN ADDITION ON THE INSPECTIONS, &SYMBOLS — — CENTER LINE ROUGH ELECTRIC HOUSE INCREASING THE GROSS SQUARE FOOTAGE TO OVER 850, INSULATION AND CAULKING PERFORM VARIOUS UPGRADES AND ALTERATIONS TO THE HOUSE,AND SHEET NO: BREAK LINE SOLID FUEL-BURNING APPLIANCE&CHIMNEY BUILD A NEW DECK ON THE EXISTING HOUSE. NO CHANGE OF USE OR Alm00 ENERGY CODE COMPLIANCE OCCUPANCY IS PROPOSED. FINAL SHEET 1 OF 16 GENERAL NOTES COMPLIANCE NOTES GLESS 1. ALL WORK TO BE PERFORMED BY LICENSED TECHNICIANS TO 1. THE STRUCTURAL MODIFICATIONS TO THE HOUSE INCLUDED RESIDENCE ACCOMPLISH THE WORK AS OUTLINED IN THIS SET OF HEREIN MAKE THIS A LEVEL 2 ALTERATION UNDER EXISTING 800 KOKE DRIVE DRAWINGS AND AS MAY BE REQUIRED BY THE WORK.ALL BUILDING CODE (EBC)CHAPTER 6. REQUIREMENTS OF BC SOUTHOLD,NY 11971 PLUMBING AND ELECTRICAL WORK SHALL BE CERTIFIED BY CHAPTER 7 AND 8 APPLY AS A RESULT. PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS.ALL 2. THE PROPOSED.STRUCTURAL MODIFICATIONS TO THE MAIN WORK SHALL BE DONE CAREFULLY AND NEATLY,IN A HOUSE WILL BE PERFORMED IN CONFORMANCE WITH THE ® 0� Q0lQp SYSTEMATIC MANNER. REQUIREMENTS OF'EXISTING BUILDING CODE'SECTION 806 FOR TRUE 0 0 P ALTERATIONS LEVEL 2.STRUCTURAL OBSERVATION IS NOT NORTH OD 2. IN ADDITION TO THE REQUIREMENTS OF THE APPLICABLE REQUIRED UNDER BC 1704.6 BECAUSE THE BUILDING IS NOT IN BUILDING CODES,ALL WORK MUST CONFORM TO FIRE THE INDICATED RISK CATEGORIES AND NOT A HIGH-RISE ® 4 DSO DEPARTMENT REGULATIONS, UTILITY COMPANY BUILDING. PR NORTH a do REQUIREMENTS,AND BEST TRADE PRACTICES. (25.27<) O o 3. PROPOSED GWB FINISHES MUST COMPLY WITH BC CHAPTER B. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE TAPED,PRIMED,AND PAINTED GWB IS ALLOWED UNDER BC 803 TAX MAP NO.1000,87:5.7 FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY AND QUALIFIES AS A CLASS-A MATERIAL WITH FLAME SPREAD # ISSUE/REVISION DATE DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS INDEX LESS THAN 25 AND SMOKE-DEVELOPED INDEX BELOW 450. TO THE ARCHITECT. THIS EXCEEDS THE REQUIREMENTS OF BC TABLE 803.13 FOR THIS .00 FILING SET 05.15.2023 OCCUPANCY R-3. 4. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE 4. INTERCONNECTED SMOKE DETECTOR ALARMS SHALL BE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE PROVIDED IN CONFORMANCE WITH 'FIRE CODE'1103.8 AND DRAWINGS. CARBON MONOXIDE DETECTION EQUIPMENT MUST BE PROVIDED IN CONFORMANCE WITH 'EXISTING BUILDING CODE'SECTION 804, 5. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES IF NOT ALREADY PRESENT IN THE BUILDING. WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING DRAWN BY.,J.LACHAPELLE MANAGEMENT. 5. THE WORK PROPOSED HERE MUST CONFORM TO ECCNYS R503 CHECKED BY:J.LACHAPELLE !� -FT"FD REQUIREMENTS FOR ALTERATIONS. 6. AS REQUIRED BY ECCNYS TABLE R402.1.2 THE NEW PERIMETER NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE DECK BUILD NOTES JU'`J 9 2023 WALL ASSEMBLY MUST ACHIEVE R-20.THE NEW ROOF ASSEMBLY MUST ACHIEVE R-49. PROPOSED ASSEMBLIES EXCEED THIS; LaChapelle Architecture PLLC 1. REFER TO THE LATEST VERSION OF THE AMERICAN WOOD 1 r 0 RESCHECK WILL BE PROVIDED. P.O.Box 1251 Zoning Board ofAppeafs COUNCIL'S 'PRESCRIPTIVE RESIDNETIAL WOOD DECK Mattituck,NY 11952 CONSTRUCTION GUIDE'. 7. AS REQUIRED BY ECCNYS R503.1.4 NEW LIGHTING SYSTEMS MUST (646)251-5058 jake@lachapellearchitecture.com CONFORM TO SECTION R404.1:ALL NEW FIXTURES WILL CONTAIN 2. ALL FRAMING LUMBER TO BE NO.1 GRADE OR BETTER, HIGH-EFFICIENCY LAMPS. GROUDN-CONTACT PRESSURE TREATED. [GLUE-LAMINATED 8. CONTRACTOR TO SCHEDULE AND PROVIDE ACCESS REQUIRED TIMBER BEAMS ARE A FEASIBLE ALTERNATE;,.PLEASE CONSULT FOR ALL INSPECTIONS.WORK MUST REMAIN ACCESSIBLE AND ED SRC WITH ARCHITECT OF RECORD FOR SIZING.THESE MUST BE TREATED WITH AN OIL-OR WATER-BORNE PRESERVATIVE IN EXPOSED UNTIL INSPECTED AND ACCEPTED IN WRITING BY THE ACCORDANCE WITH AWPA UI.] INSPECTOR. 3. FLASH TOPS OF FRAMING LUMBER(BEAMS,JOISTS, STRINGERS) 9. CONTRACTOR MUST COMPLY WITH ALL BUILDING DEPARTMENT WITH PEELON-STICK BITUMINOUS PRODUCT FOR DURABILITY. RULES OF OPERATION (SUCH AS HOURS OF ACTIVITY)AND INSURANCE REQUIREMENTS. J` 4. ALL FASTENERS,ANCHORS,WASHERS, ETC.TO BE HOT-DIPPED 9 033 GALVANIZED OR STAINLESS STEEL, EXCEPT THAT FLASHING 10. CONTRACTOR SHALL NEITHER INTERRUPT NOR RELOCATE OF N fN FASTENERS MAY BE SILICONE BRONZE OR COPPER FOR MATERIAL BUILDING SERVICES WITHOUT WRITTEN REQUEST TO THE OWNER COMPATIBILITY. AND RECEIPT OF WRITTEN CONSENT. NOT FOR CONSTRUCTION 5. ALL CONNECTORS (JOIST HANGERS,STRAPPING, ETC.)TO BE 11. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES WITH THE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. DEPARTMENT OF BUILDINGS, PAY ALL FEES,OBTAIN ALL PERMITS NOTES AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY CITY 6. BEAM SPLICE MUST OCCUR AT POSTS. STAGGER SPLICES WHEN AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED. COMPOSED OF TWO OR MORE MEMBERS. Flays a�m zy B��'1 SHEET N0: LBA File ��a� A2m O ( O O SHEET 2 OF 16 LIGHT FIXTURE SCHEDULE GLESS RESIDENCE ID FIXTURE TYPE MAKE/MODEL TEMPERATURE WET LOCATION FULL CUTOFF NOTES 800 KOKE DRIVE AA EXTERIOR SCONCE TBD MAX.3,000K YES YES LANTERN SCONCE SIMILAR TO EXISTING ON HOUSE SOUTHOLD,NY 11971 BB EXTERIOR RECESSED WAC R4FS-WT 2,700K YES YES WHITE FINISH,SET FLUSH INTO CEILING;AIM AT WALL CC DECK POST LIGHTS MAXIM LIGHTING 52120-SV 2,700K YES YES SILVER FINISH,INSTALL DRIVERS IN WEATHERPROOF BOXES UNDER STAIR � a QO'�h. DD INTERIOR RECESSED WAC R3ARDL-F-827-WT 2,700K NO N/A WHITE FINISH,TRIMLESS-TAPED INTO CEILING GWB FINISH TRUE O 6 P OO EE INTERIOR PENDANT TBD 2,700K NO N/A - NORTH ❑a0pa °�Q d p ® /Z WINDOW & DOOR SCHEDULE, ENERGY CODE COMPLIANCE PNORTH ROJECT Q U-FACTOR/R-VALUE SHGC cz5.z7°> O o ID ASSEMBLY MAKE/MODEL DIMENSIONS HARDWARE NOTES CITY ECCNYS PROPOSED ECCNYS PROPOSED TAX MAP NO.1000,87:5.7 A # ISSUE/REVISION DATE B .00 FILING SET 06.15.2023 1 2 3 1 DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE e-R20 CAVITY OR R13 CAVITY+R5 CONTINUOUS NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE LaChapelle Architecture PLLC ECEIVEo MattitOuckg NY211952 R rd ,Ulv % 9 ZO (646)251-5058 jake@lachapellearchitecture.com eats Zoning B of APP 03393�pQ`Ir OF NE`N NOT FOR CONSTRUCTION SCHEDULES & RISER DIAGRAM E1dq S3ept copy from ZBi� Ftnal.revaavzad documdnts SHEET NO: Z6A F4Ie;# 71 9 a bat4: / oZ /o`ZO A3mOO SHEET 3 OF 16 CONSTRUCTION NOTES NAILING SCHEDULE STRAPPING DETAILS GLESS 1. ALL WORK SHALL CONFORM TO THE AF&PA WOOD FRAME 1. NAILING PER NYS CODE; INCLUDING (5)10d NAILS AT SILL AND 1. PROVIDE HURRICANE STRAPPING BY SIMPSON OR EQUAL RESIDENCE CONSTRUCTION MANUAL 2015 HIGH WIND EDITION PLATE OF ALL 2x6 STUDS 2. PROVIDE (8)8d COMMON NAILS IN EACH END OF 14"20 GA. 800 KOKE DRIVE 2. DESIGN LOADS AS FOLLOWS: 2. USE GALVANIZED FASTENERS FOR ALL FRAMING GALVANIZED STRAP FOR LATERAL/SHEAR CONNECTIONS AT SOUTHOLD,NY 11971 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 R301.3 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 ® �� pOQ��,.�,� PER R301.2.1.4&FIG.R301.2(5)A RAFTER TO TOP PLATE TOE-NAIL 3 PER RAFTER SPEED TRUE 0 P CLG JOIST TO TOP PLACE TOE-NAIL 3 PER JOIST NORTH OO ❑0 LOCATION LIVE DEAD DEFLECTION LIMIT CLG JOIST TO PARALLEL RAFTER FACE-NAIL 3 EACH LAP 0 GROUND FLOOR 40 PSF 12 PSF L/360 CLG JOIST LAPS OVER PARTITION FACE-NAIL 3 EACH LAP ® a DSO p ROOF 20 PSF 15 PSF L/360 RIDGE STRAP EACH END 2 EACH END PROJECT BLOCKING TO RAFTER TOE-NAIL 2-8d EACH END i25`2'°> aO o 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.1000-87..r7 2. CONCRETE TO BE 3,500 PSI @ 28 DAY TEST;REINFORCE WALL FRAMING N ISSUE/REVISION DATE THROUGHOUT TOP PLATE TO TOP PLATE FACE-NAIL 2-16d PER FOOT 3. NEW FOOTINGS TO REST ON UNDISTURBED EARTH,WHERE TOP PLATES AT INTERSECTIONS FACE-NAIL 4-16d EACH SIDE CONFIRMED TO BE FULLY INORGANIC. EXCAVATE AND REPLACE .00 FILING SET 05.15.2023 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. TOP OF BOTTOM PL TO STUD END-NAIL 2-16d PER 2x4 FRAMING 3-16d PER 2x6 LEE 1. FRAMING LUMBER TO BE DOUGLAS FIR/LARCH STAMPED 4-16d PER 2x6 STRUCTURAL GRADE NO.2 OR BETTER BOTTOM PLATE TO FLOOR JOIST FLOOR 2. SHEATHING TO BE APA-RATED,EXPOSURE 1 BAND JOIST, END JOIST,OR ASSEMBLY . 3. SUB-FLOORING TO BE APA-RATED, EXPOSURE 1, 'WARMBOARD' BLOCKING FACE-NAIL 2-16d PER FOOT DRAWN BY:J.LACHAPELLE WHERE INDICATED 4. AT HEADERS OVER 6' PROVIDE DOUBLE UPRIGHTS;AT HEADERS FLOOR FRAMING CHECKED BY.J.LACHAPELLE OVER 9'PROVIDE TRIPLE UPRIGHTS JOIST TO SILL,TOP PLATE NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE 5. HEADERS TO BE 2x8 MINIMUM OR AS INDICATED TO GIRDER TOE-NAIL 4-8d PER JOIST 6. PROVIDE DOUBLED FRAMING AT ALL OPENINGS INCLUDING BRIDGING TO JOIST TOE-NAIL 2-8d EACH END STAIRS, ETC. BLOCKING TO JOIST TOE-NAIL 2-8d EACH END LaChapelle Architecture PLLC 7. PROVIDE SOLI BLOCKING AT ALL FLOOR JOISTS AND ROOF BLOCKING TO SILL/TOP PLATE FACE-NAIL 3-16d EACH BLOCK P.O.Box 1251 RAFTERS AT MAX.8'-0", PROVIDE 2" SPACE FOR AIR LEDGE STRIP TO BEAM FACE-NAIL 3-16d EACH JOIST Mattituck,NY 11952 CIRCULATION AT ROOF JOIST ON LEDGE TO BEAM FACE-NAIL 3-8d PER JOIST (646)251-5058 jake@lachapellearchitecture.com 8. PROVIDE 2x6 STUD FRAMING,TYPICAL BAND JOIST TO JOIST END-NAIL 3-8d PER JOIST BAND JOIST TO SILL/TOP PLATE TOE-NAIL 2-16d PER FOOT ROOF SHEATHING ER D ,qR STRUCTURAL PANELS 8d TABLE 3.8 DIAGONAL BOARD SHEATHING: C9 1"x6" OR Vx8" 2-8d PER RAFTER 1 VAO"OR WIDER 3-8d PER RAFTER CEILING SHEATHING GYPSUM WALLBOARD COOLERS 5d 7" EDGE �J► �1r :Board 10" FIELD 9� 03393�pQ' I WALL SHEATHING )F NEvI J3 STRUCTURAL PANELS 8d TABLE 3.9 E169 Dept copy from ZBA iFIBERBOARD PANELS Ftna,reviewed documwts NOT FOR CONSTRUCTION 07/16",25/32' 8d 3'EDGE "LBA Files oIA !I `ZoninAppeals 6° FIELD NAILING &STRAPPING PARTICAL BOARD 8d TABLE 3.9 DETAILS FLOOR SHEATHING STRUCTURAL PANELS <1" 8d 6" EDGE SHEET NO: 6' FIELD A4nOO STRUCTURAL PANELS >1" 10d EDGE 12" FIELD SHEET 4 OF 16 I D U N 2 9 Z0Z3 10 20'-2 3 411 G L ESS ADDITION =---------------------------8)Elf-VEN-T-------------------------- RESIDENCE Board of Appeals ; Zon 9 ' ��7777 ' -----�+�n------------------------------------� I 800KOKEDRIVE SOLITHOLD,NY 11971 AFINISHED GA 9'-011 91-811 6'-31/2" 5'-10" 5'-91/2" 11'-1" T lop F I------------------- -------J �� QO.w• 1'-011 1'-0" 1 - ----------------- - ADDITION ------------- ® � � n •..,� L------------------ J L TRUE p -------� o 1-------- -1 -------r r----- NORTH - �O O 1 1 I 1 1 1 1 1 1 1 F----------------------------, I Q ❑ __wL_. .awl I IJL_r IIIII , IIIII , IIIII , I , D o �Rlr- �Rlr- �R1r- 1 t IIII� O IIII IIII I I uuw1 IIII (J II11 IIII Willi W 0 I I I I nit� d uu 11nl nn1 mn111 nnlz I , PROJECT nn nn n11 unl , �nnl IIIII I , NORTH QO D d - Q - IIIII IIIII IIIII I (2527°) t» unv nu I nn� tD d d I 1 nn¢ IIII nnW 00 c.Jd unl Unnl " Cn I lino x lilt I nn� Q n11' EMIN62MR 160C l0 X rI 1 t n n N n n l e-I .-ti I I I I TAX MAP NO.1000-87:5-7 X ID -' ill[[ Illu Itln I 1 IIII N IIII I I111 - X X c,, 'IIII IIII IIII N IIIII ^IIIII IIIII I I I I nn-- nn I nnQ v I I # ISSUE/REVISION DATE uu uncv nul --III II nitl''. 2X10DF#2FJ016"0C nn 6X6 ACQ POST wL ~ nn r-�R1r-� r--fir-� '. 1 r-- �W x r-1RIr-� 1 1 1 1 1 ON 12"dia.PIER I IIII II�IN 1 1 ( 1 1 1 , I ' ' .00 FILING SET 06.15.2023 rT (o1 , , , 1 IV'm 1 w/2 X2 X1 FTG :3'BELOWGRADE _ MI2X10FJ 16"OC ,Tj: url •-"IRIr-� �lilt[ I I I I IIII W uu n'1 un1 W nnl nnl W lino I nn G;n K o u11� N w lar mt--� w nnl nnl nnlec IUIL7 O IAI I 1 nlll _ 11111 11111� t» uud IAI 1 nn1 Cs 11111 ntnd I 1 , bo IIII IAI Cfpn unnn¢ CJ IAI n11 I - ¢ PROPOSED d IAI 1 00 4 ]fill rq lilt] nnlC C9, ' I I 1111X Q Inrlmr-- 11111 x IIIII 11111x I CRAWLSPACE ` u t t n n I u n X n 111 cq n 1 5-10 u I N 5-9 1 2 1 I t DRAWN BY:J.LACHAPELLE 11,1m N IIII IIII 7 I _W V IIII I111 6X6 AQ POST I 2X8ACQDJ(a16"OC II III I I CHECKED BY.,J.LACHAPELLE m I " r__wLl�li lw r-nmr-, i i ON 12"dia.PIER C%4 i j /IIII ' i I i w/2'X2'X1'FTG j j , , ' ' NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE I 1 I \ , ,� l Im1) 1 1 I I I I I I 1 I I u 1 I N 1'_wL 1 ` jIITrI�,�• IMIcJ - I lW( 1 •-�R1r 3'BELOWGRADE �R1r Inter _ I IytivQ �p nnl 1 zlnn nnW o � •--W��w;N o, -,Rlr 011111 Illl,p LaChapelle Architecture PLLC I I I I .--1 � I 1111 I I I I I 1 n l l OC I I , , O w nu nnN w nnl Inn u1nV IIII �—I 0 IIII IIII p - C7 I I im unm _ 95 Intl C', uul m I nuud I lilt[ , �n1n nul� I Box 251 M ,¢ t9 un nn" OD I I nuo d nu I nn CIF ""' �p ¢nnl nnlN I t , , Mattltuck,NY 11952 zo nnX rJ Inl nu V nnI �nnl nnlr, I I ¢ 11n1 ,�n11t nu,x 1 I , (646)251-5058 jake@lachapellearchitecture.com III1� IIII IIII n N IIIII NI1111 IIIII nl� x nn I In, 2 lOFJ 16 OC X nnl inn nul� 1 , I L WL_ N 11111 `-'IIIII _ III11� I I I I IIII I IYI CI111 i wrR1r- ir -rR1r-i i IYI I 1 ( I 1 1 I T ---------------------------- 1 --- r- - - ► ZZ - 111t j I IIII _ — — — — _ _ _ _ _ _ _ _ _ _ _ 1 1LL_L L___L BX1 -------------------------- -------------J----- 1-L -L---L-----L-------J- -------------- `�Q C - ------------------------- - 1 =1---------------------- r- i--------===�srstts= - fVE1�7---------------- ullrr 1 1 ------------- 1 1--------- 1 1 ===-----�-=====-- I ------- -- - ------ - - "I'W lac t 1 I 1 1 1 ���;� •o W; ---- 101-811 •-- - 81-911 •-- - 71-811 •-- -- IIII LD I yr m i i i i Q - d 111 i 6X6 ACQ POST U I ¢ 111' ON 12"dia.PIER LD I n io n 11. 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AS REQUIRED SILL SEAL _ CONC.PIER DAMPPROOF o 1 2"CONC.SLAB �0 • 24X24X12 FTG 16"X8"CONC.FTG r (2)#4 REBAR 03393 yp�� F NE`N. NOT FOR CONSTRUCTION SECTION SHEET NO: SECTIO SCALE: /4" _ T_0" A:14mOO SHEET 14 OF 16 2 G LESS x6 STUD FRAMING,TYP. PROVIDE STRAPPING _. 2"CLOSED-CELL SPRAY FOAM INSULATION(R-14)PLUS 31"BATT THCODE;SEE A3 R RESIDENCE MINERAL WOOL INSULATION(R-15)FOR -- M 800 KOKE DRIVE WHOLE ASS'Y MIN.R-29 r PROVIDE SouTHouD,NY 11971 VINYL SHINGLE SIDING TO MATCH EXISTING GUTTERS& 1I LEADERS 7z"CLOSED-CELL SPRAY FOAM •u THROUGHOUT Q� 0 o Qo (R-50);ALLOW FOR AIRSPACE W p B p 2x10 JOISTS;PROVIDE FURRING IF NORTH a D �O ❑° ° NECESSARY FOR FAIR CEILING SURFACE ! 11-8" L ® 4 ❑�O d p FASTEN P.T.SILL PLATE TO CONCRETE 20 oz.COPPER DRIP PROJECT d p S.S.THREADED ROD NORTH STEM WALL W/ QO I" (25.27°) � @ 48"O.C.,LOCATE ONE ROD WITHIN TAX MAP NO.1000.87.57 32"OF ENDS OF EACH PLATE;MIN 12" EMBED IN CONCRETE;(R403.1.6) CONT.SEALANT AND BACKER ROD # ISSUE/REVISION DATE SLOPE GARAGE I . ~' SILL GASKET ABOVE AND BELOW AT PERIMETER OF WINDOW TO FLOOR I/8"PER °I I'�.;. ;;' - TERMITE SHIELD .00 FILING SET OS.15.2023 STOP AIR INFILTRATION FT FROM BACK •I Ia. -v TO FRONT f" 4"GARAGE SLAB W/6"GRID WOVEN JAMB PTD.EXTENSION AT WIRE FABRIC REINFORCING WINDOWS,PROVIDE USE APPROVED EXPANSION JOINT TRIM TO MATCH EXIST. MATERIAL AT PERIMETER OF SLAB ' ANDERSON 400 SERIES WINDOWS; I' PROVIDE 6MIL POLYETHYLENE VAPOR SEE WINDOW SCHEDULE•' < � DRAWN BY:J.LACHAPELLE !. I RETARDED UNDER GARAGE SLAB, DAM BLOCKING @ SILL THOUGH NOT REQUIRED BY R506.2.3 2x6 STUD FRAMING,TYP. CHECKED BY:J.LACHAPELLE a r BUILD GARAGE SLAB ON UNDISTURBED 2"CLOSED-CELL SPRAY FOAM ° NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE o i.. NON-ORGANIC INSULATION(R-14)PLUS 3 „BATT r MINERAL WOOL INSULATION(R-15) • " FOR WHOLE ASS'Y MIN.R-29 LaChapelle Architecture PLLC I' PROVIDE#5 3AR P.O.Box 1251 REINFORCIN @ 3' Mattituck,NY 11952 ° O.C.IN BO H (646)251-5058 jake@lachapellearchitecture.com i DIRECTION(V RT.& HORIZ.)INS EM WALL REFERENCE Sw DRAWING A6&A7 ,ACM A FOR COORDINATION CID C9 OF FOOTING I 1 LOCATION RE CEIVED i SUN 2 2023 Z o7���. 9 F O 0339 nin I. 'a ° 9B arc/of F NE`N Appea/S • .I I. °°' I NOT FOR CONSTRUCTION e• El[3 inept copy from ZBA DETAILS a ' ' Final rev4wmd decumonts ° ZBA File 9RO PROVIDE STRAPPING 1 THROUGHOUT PER CODE;SEE A3 SHEET NO: O SCALEA11SEC1 IOCN ETAIL @GRADE O SCALE: IOCN DETAIL @ EAVE A:15m00 2 — z SHEET 15 OF 16 EGE1v�D ✓`✓''�'—'—' — �,, IF EXISTING LEDGER G LESS FLASHING IS INTACT BEND IT 2x8 JOISTS&LEDGER uN 2 1202� Ole,/ .` BACK TO ACCEPT NEW (2)2x10 EDGE BEAM R ES I®E N C E LEDGER AND BEND INTO I eats DETAII'A' 800 KOKE DRIVE dot ppp PLACE;IF FLASHING CANT BE it i it;r i rii it r�sir y x ,ir yi SOUTHOLD,NY 11971 goad SIMPSON DTT2 RE-USED THEN SELECTIVE i Zo n9 / TO JOIST REPLACEMENT OF HOUSE 10 / LAYOUT RIM JOIST ♦ SIDING IS NECESSARY TO i / ♦ ACCEPT NEW FLASHING ♦ SIMPSON LUS28 JOIST I TRUE O --'--- ♦ HANGER,TYP. - co NORTH 0 ❑0 a TIMBAND JOIST"\ 0PROJECT _ TYPICAL SECTION NORTH a d DECK JOISTS , cz5.27^� 0 0 I BLOCKING I PROVIDE POLYETHYLENE(OR i TAX MAP NO.1000-87.S-7 RAILING NOTE: OTHER WEATHER-RESISTANT) ® DETAIL'B' I PROVIDE 36"RAILING AT LEDGER SPACERS FOR i # ISSUE/REVISION DATE DTT2 TO ALL LOCATIONS WHERE DRAINAGE I BLOCKING I DROP IS OVER 30" oo FILING SET 05.15.2023 LAYOUT — SIMPSON COLUMN BASE W/ STANDOFF I i e •I I •°' DRAWN BY:J.LACHAPELLE j1.. •a: I CHECKED BY:J.LACHAPELLE 0`1� NOTE:DRAWING MAYBE PRINTED AT REDUCED SCALE 1011 Al 1"� LaChapelle Architecture PLLC P.O.Box 1251 ♦ FR PVC RISER / Mattituck,NY 11952 18" c _ , ♦ -� (646)251-5058 jake@lachapellearchitecture.com / ' ` ` —' / / ✓ POST ` ROUND OR SQUARE POST FLARED FOOTING BOTTOM PLAN VIEW ,� � - - - - - � �• �� DETAIL C �� �� / / (2)SIMPSON SEE A5&A6 FOR FOOTING / SIMPSON ♦ / DECKING (ONE H ♦ REINFORCING AND DATA D �A ' / DTT2 DECKING / ( SIDE) , SIMPSON STANDARD \ / \ RAILING ATTACHMENT / N °° ° N Eno ° ° ° ° ° DETAILS I ��0 ° ° ® ° ADJUST FOR PROJECT CONDITIONS I I I OF 3 �O • CV - CV - NOT FOR CONSTRUCTION 16"MIN. \ / \ Ei,'24 opy from ZBQ DECK DETAILS JOIST RIM JOIST / ♦ / - ocumants BLOCKING -j ♦ %"DIA.BOLTS OR / ♦ / THREADED ROD W/ / JOIST / DETAIL A NUTS AND WASHERS, i' DETAIL B SHEET N0: �. TYPICAL DECK DETAILS nP' / AJ-6m00 SHEET 16 OF 16 Pond APPROVED AS NOTED COMPLY V41TH ALL CODES of NEW YORK STATE&TOWN CODES DATE• DZB'Z`f B.R& 5131 ( #AS REQUIRED AND CONDITIONS OF FE$E 1� 0�'S� BY: :Zb ace $O=TflaZM 11-5-2.3 NOTIFY BUILDING DEPARTMENT AT ..,.,�Out1�LaTt>�t+I PIAIrIf m SAD 631-765.1802 8AM TO 4PM FOR THE °� j � "�7 2�- FOLLOWING INSPECTIONS: Y92 10.0 3-a a Z4 FOUNDATION-TWO REQUIRED FOR POURED CONCRETE - -O 20 - -1'7-2 j ROUGH-FRAMING&PLUMBING INSULATION FINAL•CONSTRUCTION MUST ELECTRICAL INSPECTION REQUIRED BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW =NOTE OCEED WITI+ YORK STATE. NOT RESPONSIBLE FOR FRAMING UNTIL SURVEY DESIGN OR CONSTRUCTION ERRORS OF FOUNDATION LOCATION. HAS BEEN APPROVED. XeahWdeal Ventilation system shall be required per NYS Energy Code PLUMBER ON ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY Blower door SOLDER USED IN WATER and duetwork SUPPLY SYSTEM CANNOT testing reqtked- EXCEED 2110 OF 1%® LEAD. PLUMBING Must provide Manuals ALL,PLUMBING WASTE D,1 and S as Per &-WATER LINES NEED TESTING BEF69E COVERING WS Energy Code RETAIN STORM WATER RUNOFF TRUSS PLACARDING REQUIRED PURSUANT TO CHAPTER 236 OF THE TOWN CODE FLOOD zom A E.— Co Provrde WkrAbortr, c�b65 pr4jc4ion COMPLY WITH CHAPTER 1"46" a5 pclr 20710 Rmde4i a� Cock a FLOOD DAMAGE PREVENTION N 15 SCG 3 01. 2 .1.2 . SOUTHOLD' TOWN CODE. i GLESS RESIDENCE DRAWING LIST 800 KOKE DRIVE 800 KOKE DRIVE SOUTHOLD,NY 11971 A1.00 DRAWING LIST,ABBREVIATIONS, SYMBOLS, &INSPECTIONS A2.00 NOTES S O U T H O L D, N Y A3.00 SCHEDULES &RISER DIAGRAM O A4.00 NAILING&STRAPPING DETAILS Off QQO "`° A5.00 SITE PLAN TRUEN 0 O 1, 0 SCTM#-1000-87.-5-7 A6.00 FOUNDATION PLAN A7.00 GROUND FLOOR PLAN ova D p A8.00 ROOF PLAN o A9.00 REFLECTED CEILING PLAN PROJECT ® d A10.00 NORTH ELEVATION i252�e) QO o A11.00 EAST ELEVATION Al2.00 SOUTH ELEVATION TAX MAP NO.100&S7:5-7 A13.00 WEST ELEVATION A14.00 SECTION # ISSUE REVISION DATE A15.00 DETAILS NOTE: DO NOT SCALE A16.00 DETAILS FROM DRAWINGS oo REVISED FILING SET 08.18a024 A17.00 DECK DETAILS SYMBOLS REGULATORY NOTES ABBREVIATIONS DRAWN BY:J.LACHAPELLE 1. THIS APPLICATION IS FILED WITH THE TOWN OF SOUTHOLD A.F.F. ABOVE FINISH FLOOR GWB GYPSUM WALL BOARD CHECKED BY:J.LACHAPELLE LEVEL BUILDING DEPARTMENT, IN CONFORMANCE WITH THE TOWN ALT ALTERNATE NOTE:THIS IS ANII"x17"SHEET OTHIRD FLOOR CODE CHAPTER 144, APP. APPLIANCE(S) HM HOLLOW METAL DRAWINGS MAY BE PRINTED NOT TO SCALE 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 O 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 jakeQlachapellearchitecture.com O 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. ,��RED ARC A4 SHEET NUMBER D.H. DOUBLE HUNG O.C. ON CENTER �5 �,ACHgp 'S/> 5. THIS STRUCTURE IS CLASSIFIED AS CONSTRUCTION TYPE V(B) DIM. DIMENSION (UNPROTECTED WOOD FRAME) UNDER BC TABLES 601 AND 602. DIA. DIAMETER SIM. SIMILAR DISC. DISCONTINUOUS S.S. STAINLESS STEEL 6. TO THE BEST OF MY KNOWLEDGE THE WORK PROPOSED DWG DRAWING STL. STEEL HEREIN IS COMPLIANT WITH ALL APPLICABLE LAWS, CODES, AND REGULATIONS. ELEC. ELECTRIC TYP. TYPICAL y 03393 STAIR DIRECTION LABELS ENG. ENGINEER FOF NE INSPECTIONS EQ. EQUAL V.I.F. VERIFY IN FIELD EXIST. EXISTING UP DN W/ WITH SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH THE FL FLOOR WD. WOOD O REQUIREMENTS OF BCNYS 1704&1705. SC SMOKE+CARBON MONOXIDE DETECTOR SMOKE AND CO DETECTORS SHALL COMPLY FOOTING SCOPE O F WORK DRAWING LIST, WITH UL 268,7th ADDITION FOUNDATION FRAMING,TIE-DOWN/STRAPPING AND PLUMBING ABBREVIATIONS, ® MATCH LINE PERIMETER INSULATION THE GENERAL INTENT OF THE WORK IS TO BUILD AN ADDITION ON THE INSPECTIONS, &SYMBOLS CENTER LINE ROUGH ELECTRIC HOUSE INCREASING THE GROSS SQUARE FOOTAGE TO OVER 850, INSULATION AND CAULKING PERFORM VARIOUS UPGRADES AND ALTERATIONS TO THE HOUSE,AND SHEET NO: BREAK LINE SOLID FUEL-BURNING APPLIANCE &CHIMNEY BUILD A NEW DECK ON THE EXISTING HOUSE. NO CHANGE OF USE OR ENERGY CODE COMPLIANCE OCCUPANCY IS PROPOSED. A1,00 FINAL SHEET 1 OF 17 GENERAL NOTES GENERAL NOTES FIXTURE & FINISH NOTES GLESS 1. ALL WORK TO BE PERFORMED BY LICENSED TECHNICIANS TO 11. CONTRACTOR TO SCHEDULE AND PROVIDE ACCESS REQUIRED 1. THE OWNER WILL PROVIDE THE CONTRACTOR AN 'OWNER'S RESIDENCE ACCOMPLISH THE WORK AS OUTLINED IN THIS SET OF FOR ALL INSPECTIONS.WORK MUST REMAIN ACCESSIBLE AND LIST OF FIXTURES AND FINISHES',WHICH IS SUBJECT TO 800 KOKE DRIVE DRAWINGS AND AS MAY BE REQUIRED BY THE WORK.ALL EXPOSED UNTIL INSPECTED AND ACCEPTED IN WRITING BY THE CHANGE.THE CONTRACTOR IS RESPONSIBLE FOR PURCHASING SOUTHOLD,NY 11971 PLUMBING AND ELECTRICAL WORK SHALL BE CERTIFIED BY INSPECTOR, THESE FIXTURES AND FINISHES AND-FOR COORDINATION AND PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE PURCHASE OF ALL ACCESSORIES,ALL RELATED WORK, DELIVERY FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS.ALL 12. CONTRACTOR MUST COMPLY WITH ALL BUILDING DEPARTMENT AND INSTALL. 0 , WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A RULES OF OPERATION (SUCH AS HOURS OF ACTIVITY)AND 2. IN CASES WHERE THE OWNER CHOOSES TO PURCHASE ANY SYSTEMATIC MANNER. INSURANCE REQUIREMENTS. GOODS THE CONTRACTOR SHALL NOTE THAT THE OWNER TRUE 0 QO P WILL NOT BE ON SITE TO TAKE DELIVERY OF OWNER-ORDERED NORTH [_3 ❑° ° 2. IN ADDITION TO THE REQUIREMENTS OF THE APPLICABLE 13. CONTRACTOR SHALL NEITHER INTERRUPT NOR RELOCATE GOODS. IN ALL CASES CONTRACTOR IS RESPONSIBLE FOR 0 4 a�q ❑p� D BUILDING CODES,ALL WORK MUST CONFORM TO FIRE BUILDING SERVICES WITHOUT WRITTEN REQUEST TO THE OWNER CHECKING DELIVERIES, FOR REJECTING ANY DAMAGED �J DEPARTMENT REGULATIONS, UTILITY COMPANY AND RECEIPT OF WRITTEN CONSENT. DELIVERIES OR DELIVERIES NOT MATCHING BILL OF LADING, PROJECT ® dO REQUIREMENTS,AND BEST TRADE PRACTICES. AND FOR NOTIFYING OWNER OF FLAWED DELIVERIES FOR (2527-) GJO o 14. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES WITH THE RE-ORDER BY OWNER. RETURNS OF OWNER-PURCHASED 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE DEPARTMENT OF BUILDINGS, PAY ALL FEES, OBTAIN ALL PERMITS GOODS WILL BE MADE BY OWNER. IN ALL CASES CONTRACTOR TAX MAP NO.100M7:5­7 FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY CITY SHALL BE RESPONSIBLE FOR PREPARATION OF SURROUNDING # ISSUE/REVISION DATE DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED. WORK FOR INSTALLATION, COORDINATION OF ALL PLUMBING, TO THE ARCHITECT. ELECTRICAL,AND ANY OTHER RELATED WORK, PROVISION OF .00 REVISED FILING SET 08.18.2024 15. CONTRACTOR SHALL COORDINATE WITH OWNER'S SURVEYOR IN ALL NECESSARY ACCESSORY MATERIALS,AND ACCEPTABLE 4. CONTRACTOR SHALL TAKE THEIR OWN DIMENSIONS AND FIELD ADVANCE TO PROVIDE FOUNDATION SURVEY AS SOON AS INSTALLED PRODUCT. VERIFY ALL DATA CONTAINED HEREIN.THE DIMENSIONAL DATA CONCRETE IS PLACED,AND SUBMIT TO SOUTHOLD BUILDING 3. KITCHEN CABINETRY WILL BE PURCHASED BY OWNER FROM CONTAINED IN THIS DRAWING SET ARE FOR INFORMATION DEPARTMENT. RIVERHEAD BUILDING SUPPLY OR SIMILAR SUPPLIER. ONLY.THE BUILDING IS NOT SQUARE OR PLUMB SO VARIATION CONTRACTOR IS RESPONSIBLE FOR PREPARATION OF A EXISTS IN THE DIMENSIONS OF THE EXISTING BUILDING.AS A 16. PRIOR TO COMMENCING OPERATIONS ON SITE THE SUITABLY CONTINUOUS, LEVEL,AND PLUMB SUBSTRATE, DRAWN BY:J.LACHAPELLE RESULT DIMENSIONS OF NEW CONSTRUCTION MAY VARY FROM CONTRACTOR SHALL PROVIDE BOTH OWNER AND ARCHITECT COORDINATION OF ALL PLUMBING, ELECTRICAL,AND HVAC CHECKED BY.,J.LACHAPELLE THOSE SHOWN. CONTRACTOR SHALL NOTIFY ARCHITECT OF 'ACORD' INSURANCE FORM LISTING THE FOLLOWING PARTIES AS WORK, INSTALLATION OF CABINETS AND COUNTERS,AND NOTE:THIS IS ANII"x17"SHEET DISCREPANCIES AS THEY ARISE, ADDITIONALLY INSURED: PROVISION OF ALL NECESSARY ACCESSORY MATERIALS TO DRAWINGS MAY BE PRINTED NOT TO SCALE JAY HODGES ACHIEVE ACCEPTABLE INSTALLED PRODUCT. CONTRACTOR TO 5. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY LACHAPELLE ARCHITECTURE PLLC OBTAIN CABINET SHOP DRAWINGS FROM OWNER IN ORDER TO LaChapelle Architecture PLLC FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK THE CONTRACTOR MAY NOT BEGIN SITE OPERATIONS OF ANY COORDINATE THE WORK. P.O.Box 1251 SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE KIND UNTIL THE ABOVE IS PROVIDED. 4. PLUMBING FIXTURES WILL BE PURCHASED BY CONTRACTOR Mattituck,NY 11952 DRAWINGS. PURSUANT TO OWNER'S LIST. (646)251-5058 jake@iachapellearchitecture.com 17. THE CONTRACTOR SHALL ENSURE THE STRUCTURAL STABILITY OF 4.1. TOILETS ARE LIKELY TO BE FLOOR-MOUNTED MODELS 6. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES ALL AREAS OF THE WORK THROUGHOUT OPERATIONS.THE THROUGHOUT. WITH REQUIREMENTS OF LOCAL AUTHORITIES AND OWNER. CONTRACTOR SHALL DO SO BY WHATEVER MEANS HE DEEMS 4.2. SHOWER BASES WILL BE PORCELAIN TILE. ARE NECESSARY, INCLUDING BUT NOT LIMITED TO RETAINING A 5. LIGHT FIXTURES WILL BE PURCHASED BY CONTRACTOR 7. THE STRUCTURAL MODIFICATIONS TO THE HOUSE INCLUDED LICENSED ENGINEER AT THE CONTRACTOR'S EXPENSE TO PURSUANT TO OWNER'S LIST. ,SHRED qRc HEREIN MAKE THIS A LEVEL 2 ALTERATION UNDER EXISTING OVERSEE AND ADVISE ON THE WORK. 6. VENTILATION FANS FOR BATHROOMS WILL BE PURCHASED BY ��5 �x-AONgA 'Sid, BUILDING CODE (EBC)CHAPTER 6. REQUIREMENTS OF BC CONTRACTOR PURSUANT TO OWNER'S LIST. CHAPTER 7 AND 8 APPLY AS A RESULT. CONTRACTOR SHALL 7. CEILING FANS WILL BE PURCHASED BY CONTRACTOR PURSUANT CAREFULLY OBSERVE THE REQUIREMENTS OF SECTION 806. TO OWNER'S LIST. 8. VENTILATION HOOD FOR KITCHEN RANGE WILL BE PURCHASED `l 8. STRUCTURAL OBSERVATION IS NOT REQUIRED UNDER BC 1704.6 BY CONTRACTOR PURSUANT TO OWNER'S LIST. N,► BECAUSE THE BUILDING IS NOT IN THE INDICATED RISK 9. FLOOR AND WALL TILE WILL BE PURCHASED BY CONTRACTOR -7 033930 p�� CATEGORIES AND NOT A HIGH-RISE BUILDING. PURSUANT TO OWNER'S LIST. CONTRACTOR TO COORDINATE 16,OF NE`N QUANTITIES. 9. PROPOSED GWB FINISHES MUST COMPLY WITH BC CHAPTER 8. 10. REFRIGERATOR(S)AND MICROWAVE WILL BE PROVIDED BY TAPED, PRIMED,AND PAINTED GWB IS ALLOWED UNDER BC 803 OWNER FOR INSTALLATION BY CONTRACTOR,AND ARE AND QUALIFIES AS ACLASS-A MATERIAL WITH FLAME SPREAD BUILT-IN UNITS. RANGE WILL BE PROVIDED BY OWNER FOR gr """"`"m C^IMI-I. ^xaipx3.Oq 0¢[IO R WIPPUM[0� INDEX LESS THAN 25 AND SMOKE-DEVELOPED INDEX BELOW A,DARIINTO-PR., YO X[a Ppx nO"a0.Om LLpx�9xPN"Pa��PO� INSTALLATION BY CONTRACTOR. A. .x ",�P»a,�„•R . R xP� 450. THIS EXCEEDS THE REQUIREMENTS OF BC TABLE 803.13 FOR 11. SEE MECHANICAL SCOPE NOTES ON SHEET A9 FOR HVAC BID THIS OCCUPANCY R-3. REQUIREMENT OUTLINES. 12. SMOKE AND CARBON MONOXIDE DETECTORS TO BE PROVIDED NOTES 10, INTERCONNECTED SMOKE DETECTOR ALARMS SHALL BE BY CONTRACTOR; MUST COMPLY WITH UL 268,7th EDITION. PROVIDED IN CONFORMANCE WITH 'FIRE CODE'1103.8 AND CARBON MONOXIDE DETECTION EQUIPMENT MUST BE PROVIDED IN CONFORMANCE WITH 'EXISTING BUILDING CODE' SHEET NO: SECTION 804, IF NOT ALREADY PRESENT IN THE BUILDING. A2,00 SHEET 2 OF 17 Y " WINDOW SCHEDULE, ENERGY CODE COMPLIANCE U-FACTOR R-VALUE SHGC G L ES S RESIDENCE ID ASSEMBLY MAKE/MODEL R.O. HARDWARE NOTES QTY ECCNYS PROPOSED ECCNYS PROPOSED 800 KOKE DRIVE AO D.H.WINDOW ANDERSON 3049 36"w x 57"h PER OWNER LOW-E,200 SERIES,TILT-WASH 4 0.32 0.29(PASS) 0.40 0.32(PASS) SOUTHOLD,NY 11971 © D.H.WINDOW a ANDERSON 3449 40"w x 57"h PER OWNER LOW-E,200 SERIES,TILT-WASH 3 0.32 0:29(PASS) 0.40 0.32(PASS) © AWNING WINDOW ANDERSON AR351 42"w x 18"h PER OWNER LOW-E,400 SERIES AWNING,TEMPERED 1 0.32 0.29(PASS) 0.40 0.32(PASS) ® 0 �D D.H.WINDOW ANDERSON 2836 42"vex 32"h PER OWNER LOW-E,200 SERIES,TILT-WASH 1 0.32 0.29(PASS) 0.40 0.32(PASS) p 0 TRUE AWNING WINDOW ANDERSON A21 25"x 25" PER OWNER LOW E,400 SERIES AWNING 3 0.32 0.29(PASS) 0.40 0.32(PASS) NORTH 0 h OO Q o AWNING WINDOW ANDERSON CUSTOM 25"x 25" PER OWNER LOW-E,400 SERIES AWNING 1 0.32 0.29(PASS) 0.40 0.32(PASS) ® �!a D 60 ® d PROJECT - ALL WINDOWS ARE ANDERSEN 200 SERIES TO MATCH EXISTING, EXCEPT AS NOTED - WINDOW SIZES LISTED ARE NOT CONFIRMED.SUBMIT A LIST OF ROUGH NORTH QO D - SIZES LISTED ARE NOMINAL SO CONSULT MANUFACTURER DATA FOR ROUGH OPENINGS&ACTUAL UNIT DIMENSIONS OPENINGS AND PROPOSED WINDOW SIZES PRIOR TO PURCHASE FOR (25.27') - PROVIDE TEMPERED IGU IN ALL WET AND HAZARD CONDITIONS OWNER/ARCHITECT REVIEW. INCLUDE ACCESSORIES AND OPTIONS FOR TAX MAP NO.10OM7:5.7 a- COMPLY w/R310 FOR EMERGENCY EXIT OPENINGS EACH WINDOW FOR OWNER CONFIRMATION. # ISSUE/REVISION DATE DOOR SCHEDULE, ENERGY CODE COMPLIANCE .00 REVISED FILING SET Oa.iB.2024 �1 FRONT ENTRY DOOR "c JELD-WEN ARCH'L COLL. 36"x 80" ENTRY, DEADBOLT RH,SOLID CORE 2-PANEL,TEMPERED 1 0.32 0.29(PASS) 0.40 <0.40(PASS) 20 SCREENED PORCH DOOR JELD-WEN ARCH'L COLL. 48"x 80" ENTRY, DEADBOLT LHR, DBL,SOLID CORE 2-PANEL,TEMPERED 1 0.32 0.29(PASS) 0.40 <0.40(PASS) 3� SCREENED PORCH DOOR JELD-WEN ARCH'L COLL. 36"x 80" ENTRY, DEADBOLT LHR,SOLID CORE 2-PANEL,TEMPERED 1 DRAWN BY:J.LACHAPELLE ® SCREENED PORCH DOOR JELD-WEN ARCH'L COLL. 36"x 80" ENTRY,DEADBOLT LHR,SOLID CORE 2-PANEL,TEMPERED 1 CHECKED BY:J.LACHAPELLE NOTE:THIS AN 11"x 17"SHEET 5) SLIDING DOOR c ANDERSEN 200 SERIES 78"x 80" EXIST. LOW-E 1 0.32 0.29(PASS) 0.40 <0.40(PASS) DRAWINGSIMAY E PRINTED NOTTOSCALE © SLIDING DOOR c ANDERSEN 200 SERIES 84"x 80" EXIST. LOW-E 1 0.32 0.29(PASS) 0.40 <0.40(PASS) 7� BEDROOM 1 POCKET DOOR RBS/MASONITE 30"x 80" PRIVACY SOLID CORE 2-PANEL,JOHNSON 1500SC 1 LaChapelle Architecture PLLC P.O.Box 1251 ® BEDROOM 2 POCKET DOOR RBS/MASONITE 30"x 80" PRIVACY SOLID CORE 2-PANEL,JOHNSON 1500SC 1 Mattituck,NY 11952 90 LINEN CLOSET DOOR RBS/MASONITE 30"x 80" PRIVACY LH,SOLID CORE 2-PANEL 1 (646)251-5058 jake@lachapellearchitecture.com 10 BATH DOOR RBS/MASONITE 20"x 80" PASSAGE RHR,SOLID CORE 2-PANEL 1 11 LAUNDRY DOOR RBS/MASONITE 60"x 80" PRIVACY LH,SOLID CORE 2-PANEL 1 FtED qR b-PROVIDE LARSON GLAZED VENTED STORM DOOR AT NEW EXTERIOR DOORS -PROVIDE TEMPERED IGU IN ALL GLAZED DOORS,SIDELITES,AND HAZARD CONDITIONS �� << PARTITION TYPES, ENERGY CODE COMPLIANCE 1 NOM.6"EXTERIOR PARTITION 2"SPRAY FOAM+3.5"MINERAL WOOL - 20 or 13+5 a 29(PASS) �j� 033930 0� 2 NOM.4"INTERIOR PARTITION SOUND BATTEN WHERE INDICATED - OF N EN y CRAWLSPACE WALL 2"RIGID FOAM - 10 10(PASS) ROOF 7.5"SPRAY FOAM - 49 52(PASS) __ n�ua„eeeaeem o, .w ee �umsmenme°amem ronwxmxn m nnraanm" a ocunona ver se Mane occur ar ucwveu. aert�ieo em"n"x n"'o:remee we vumern. a-R20 CAVITY OR R13 CAVITY+R5 CONTINUOUS BLOWER DOOR:AS REQUIRED BY ECCNYS R402.4.1.2 THE ADDITION IS TO BE TESTED AND VERIFIED AS AS REQUIRED BY ECCNYS TABLE R402.1.2 THE NEW PERIMETER WALL ASSEMBLY MUST ACHIEVE HAVING AN AIR LEAKAGE RATE NOT EXCEEDING 3 AIR CHANGES PER HOUR.TESTING SHALL BE R-20,THE NEW CRAWLSPACE WALL MUST ACHIEVE R-10 CONTINUOUS.THE NEW ROOF ASSEMBLY CONDUCTED IN ACCORDANCE WITH RESNET/ICC 380,ASTM E779 OR ASTM E1827 AND REPORTED AT A SCHEDULES & RISER MUST ACHIEVE R-49.THE PROPOSED ASSEMBLIES EXCEED THESE VALUES. PRESSURE OF 0.2 INCH WATER GAUGE(50 PASCALS).IN PREPARATION FOR TESTING CONTRACTOR IS TO DIAGRAM ISOLATE AND SEAL ADDITION FROM EXISTING HOUSE.[DEPRESSURIZE EACH SPACE TO-50 PASCAL AND IN ACCORDANCE WITH R503.1.1.2 EXISTING CEILING,WALL,OR FLOOR CAVITIES EXPOSED DURING ELIMINATE AIR FLOW BETWEEN THE TWO SPACES.OWNER WILL PROVIDE AND PAY FOR TESTING, CONSTRUCTION OF AN ALTERATION NEED NOT MEET THE REQUIREMENTS OF THE ECCNYS, CONTRACTOR GUARANTEES RESULT.] SHEET NO: PROVIDED THAT THE EXPOSED CAVITIES ARE COMPLETELY FILLED w!INSULATION. SEAL ALL IC-RATED RECESSED LIGHTING FIXTURES AT HOUSING/INTERIOR FINISH AND LABEL TO INDICATE AS REQUIRED BY ECCNYS R503.1.4 NEW LIGHTING MUST CONTAIN HIGH-EFFICIENCY LAMPS. 52.0 CFM LEAKAGE AT 75 PA. A3w00 SHEET 3 OF 17 M1 'C STRAPPING DETAILS CONSTRUCTION NOTES NAILING SCHEDULE GLESS 1. PROVIDE HURRICANE STRAPPING BY SIMPSON OR EQUAL 1. ALL WORK SHALL CONFORM TO THE AF&PA WOOD FRAME 1. NAILING PER NYS CODE; INCLUDING (5)10d NAILS AT SILL AND RESIDENCE 2. PROVIDE (8)8d COMMON NAILS IN EACH END OF 14" 20 GA. CONSTRUCTION MANUAL 2015 HIGH WIND EDITION PLATE OF ALL 2x6 STUDS 800 KOKE DRIVE GALVANIZED STRAP FOR LATERAL/SHEAR CONNECTIONS AT 2. DESIGN LOADS AS FOLLOWS: 2. USE GALVANIZED FASTENERS FOR ALL FRAMING SOUTHOLD,NY 11971 RAFTER/ROOF-TO-WALL,WALL-TO-WALL,AND LIVE LOAD: PER TABLES R301.5& R301.6 3. USE 6d NAILS @ 12"O.C. FOR EXTERIOR SHEATHING, EXCEPT USE WALL-TO-FOUNDATION CONNECTIONS IN CONFORMANCE w/ DEAD LOAD: PER R301.4 8d NAILS @ 4" O:C. FOR PERIMETER OF EACH SHEATHING SHEET TABLE 3.3b OF LATEST EDITION OF WOOD FRAME SNOW LOAD: 20 PSF GROUND SNOW LOAD PER FIG. R301.2(6) �aH �� CONSTRUCTION MANUAL(WFCM) FOR 120 MPH FASTEST WIND WIND EXPOSURE CATEGORY'C' FOR 130 MPH 3 SECOND GUST ROOF FRAMING ® SPEED PER R301.2.1.4&FIG. R301.2(5)A RAFTER TO TOP PLATE TOE-NAIL 3 PER RAFTER TRUE / P CLG JOIST TO TOP PLACE TOE-NAIL 3 PER JOIST NORTH V O ❑o $ a LOCATION LIVE DEAD DEFLECTION LIMIT CLG JOIST TO PARALLEL RAFTER FACE-NAIL 3 EACH LAP p(3 D p 1ST FLOOR 40 PSF 12 PSF L/360 CLG JOIST LAPS OVER PARTITION FACE-NAIL 3 EACH LAP ® Q Imo LOFT 40 PSF 12 PSF L/360 RIDGE STRAP EACH END 2 EACH END PROJECT ® y ROOFL_ ROOF 20 PSF 15 PSF L/360 BLOCKING TO RAFTER TOE-NAIL 2-8d EACH END 25R2�°> qO ° ASSEMBLY RIM BOARD TO RAFTER END-NAIL 2-16d EACH END FOUNDATIONS &.FOOTINGS TAX MAP NO.10o0-87:5.7 1. ASSUMED SOIL BEARING CAPACITY= 1,500 PSF WALL FRAMING # ISSUE REVISION DATE 2. CONCRETE TO BE 3,500 PSI @ 28 DAY TEST; USE GALVANIZED TOP PLATE TO TOP PLATE FACE-NAIL 2-16d PER FOOT 'Al — OR S.S. REINFORCING THROUGHOUT TOP PLATES AT INTERSECTIONS FACE-NAIL 4-16d EACH SIDE .00 REVISED FILING SET 08.18.2024 3. NEW FOOTINGS TO REST ON UNDISTURBED EARTH,WHERE STUD TO STUD FACE-NAIL 2-16d 24"O.C. CONFIRMED TO BE FULLY INORGANIC. EXCAVATE AND REPLACE HEADER TO HEADER FACE-NAIL 16d 16" O.C. WITH 6" CLEAN FILL OR BANK RUN WHERE DEEMED NECESSARY. TOP OF BOTTOM PL TO STUD END-NAIL 2-16d PER 2x4 3-16d PER 2x6 FLOOR FRAMING 4-16d PER 2x8 DRAWN BY:J.LACHAPELLE ASSEMBLY 1. FRAMING LUMBER TO BE DOUGLAS FIR/LARCH STAMPED BOTTOM PLATE TO FLOOR JOIST STRUCTURAL GRADE NO. 2 OR BETTER, 2x6 FRAMING TYP. BAND JOIST, END JOIST,OR CHECKED BY:J.LACHAPELLE 2. SHEATHING TO BE APA-RATED, EXPOSURE 1 BLOCKING FACE-NAIL 2-16d PER FOOT NOTE:THIS IS AN 11"x 17"SHEET 3. SUB-FLOORING TO BE APA-RATED, EXPOSURE 1, 'WARMBOARD' DRAWINGS MAY BE PRINTED NOT TO SCALE WHERE INDICATED FLOOR FRAMING 4. AT HEADERS OVER 6' PROVIDE DOUBLE UPRIGHTS;AT HEADERS JOIST TO SILL,TOP PLATE LaChapelle Architecture PLLC OVER 9' PROVIDE TRIPLE UPRIGHTS 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 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 ��RRC ED A PLUMBING RISER DIAGRAM BAND JOIST TO SILL/TOP PLATE TOE-NAIL 2-16d PER FOOT 4"CAST IRON I ROOF SHEATHING EXTENDER J 4"CAST IRON STRUCTURAL PANELS 8d TABLE 3.8 EXTENDER DIAGONAL BOARD SHEATHING: 1"x6" OR 1"x8" 2-8d PER RAFTER Vx10"OR WIDER 3-8d PER RAFTER FOF NEB CEILING SHEATHING GYPSUM WALLBOARD COOLERS 5d 7" EDGE ----------r--- --� ----� I , 10" FIELD BATHR04M 1 ' ; KITCHEN WALL SHEATHING "1H1P"c177 H➢[L I I cnrtecrux[ue"[°,w"�ror°�nenmera°rz[r P0P wxKH"uvn[Pm[o15 [t[il°Ha"4Y"[N°[IXc[v[eYucwu[4E WALL-MOUNT ; ' ' CLOTHES DISH WASHER STRUCTURAL PANELS 8d TABLE 3.9 m`"° °�"" ` ,Pa .-,�-",�,„H�,oP�[ " I I °"`n°m":nuYm°`�a`N"mriwi`[�°PN[°v men ea"iu�no`r u�xv¢u c[°ur[aun�[.a°rzcn TOILET LAV 3HOWER; WASHER ; SINK FIBERBOARD PANELS I 7/16 25/32" 8d 3"EDGE 6" FIELD NAILING &STRAPPING I I I PARTICAL BOARD 8d TABLE 3.9 DETAILS 1ST FLOOR FLOOR SHEATHING REPLACE 4"HOUSE TRAP STRUCTURAL PANELS <T 8d 6" EDGE SHEET NO: USE PAX ER SUP'ONLY �TO SEPTIC 12" FIEL STRUCTURAL PANELS >1" 10d 6° EDGED FOR WATER SUPPLY NEW BACKFLOW PREVENTER 12" FIELD A4,00 SHEET 4 OF 17 r \ SCTM:1000-87.-5-7 G L ESS RUNOFF VOLUME-EXISTING HOUSE: RUNOFF VOLUME-ADDITIONS: ZONE:R-40,SEASONAL->SINGLE FAMILY RESIDENCE* 2"x 611 SF EXISVROOF AREA=102 CF RUNOFF 2"x 54 SF NEW ROOF AREA=90 CF RUNOFF CODE EXISTING PROPOSED COMMENTS REFERENCE RESIDENCE 102 CF=763 GALLON DRY WELL 90 CF=673 GALLON DRY WELL LOT INFORMATION: LOT AREA SF OR UPLAND AREA(SF) 9,458 N 40,000 9,969 NO CHANGE NONCONFORMING §280 ATT.3:1 OR \ OCHANGE -- 800 KOKE DRIVE \ 2 2 \ LOT WIDTH(FT) 150 93.66 NO CHANGE NONCONFORMING SOUTHOLD,NY 11971 102 C V C f hF=Tr x 4'x h \ V= f h \ LOT LENGTH F 175 111.23 NO CHANGE NONCONFORMING \\ 90 CF=Tf x 4'x�h� 700 KOKE DRIVE EXISTING HOUSE AREA(SF) -- 611 NO CHANGE -- ° h=8.12'TALL \ h=7.16 TALL/ EXISTING DECK AREA(SF) -- 379 NO CHANGE -- \ / SCREENED PORCH SF - 0 225 -- / EAST ADDITION SF -- 0 213\ -- THEREFORE PROVIDE(2)4'0 X#TALL RINGS. THEREFORE PROVIDE(2) NEW 4'0 x 4'TALL RING NORTH ADDITION SF -- 0 102 ADD'L DECK AREA SF -- 0 21 TRUE TOTAL COVERAGE SF 990 1,551 NORTH DO ❑❑ p V 20% 10.5% 16.4% CONFORMS §280-124 D Q \ // � i'U \ SETBACKS: Q o C] GENERAL STORMWATER NOTES: \ / NEW 765 GAL. DRY WELL 5 -INSTALL DRY WELLS MIN. 10' FROM H)OUSE (e.g.(2)4'0 x 4'DEEP 111 3 \ FRONT YARD F 35 30.5 3s CONFORMS §280-124 ° o -INCLUDE LEAF AND SEDIMENT SUMP UPSTREAM CONCRETE RINGS �� y \,` \ SIDE YARD 10 3o.s zz.s CONFORMS §280-124 PROJECT d I ) �` \� p \ BOTH SIDE YARDS F 25 423 50 CONFORMS §280-124 (252;°) •••, QO \ ` 0 REAR YARD FT 35 22.4 NO CHANGE NONCONFORMING** §280-124 M OF THE DRY WELLS \ \ �'1 1� O �` \` �,� rn 1 _ TAX MAP NO.1000-87.57 `• r �.�'h O LG \� , \`� o o� - *SEE VARIANCE#7826 FOR GRANT OF CHANGE FROM NONCONFORMING SEASONAL LG DESIGNATION TO CONFORMING SINGLE-FAMILY YEAR-ROUND RESIDENCE. �• 0�� \ �o \ \ O SEE VARIANCE#7826 FOR REAR YARD SETBACK RELIEF # ISSUE/REVISION DATE \\��s ,1, "� m SEE DWG A16 FOR COMPLIANCE WITH§280 208 PYRAMID LAW Z �E XIS \���\O - THE PROPOSED RESIDENCE MEETS THE DEFINITION FOR ONE-FAMILY DWELLING AS FOLLOWS: .00 REVISED FILING SET oa.18.2024 m PO �� v c� \ Z ` \` \�Z 1 EXISTING HOUSE LIVABLE AREA(SF) 537 F�G \ �Z \o lr � \ S C \�� \` EAST ADDITION LIVABLE AREA(SF) 217 o q LU \ I NORTH ADDITION LIVABLE AREA(SF) 96 ��/ /iI� 1�\ TOTAL LIVABLE AREA: 850 SF CONFORMS WITH§2 01-207 GROSS F OOR AREA LIMIT OF 2,100 SF. I PROPOSED I NORTH r.`..1 1 ,.3 4 `� \ \� DRAWN BY:J.LACHAPELLE 'ADDITION 1 \ \ •O �O � �. 4 \O � CHECKED BY:I.LACHAPELLE p .O NOTE:THIS IS AN 11"x 17"SHEET EXISTING WOOD DRAWINGS MAY BE PRINTED NOT TO SCALE i. DECK TO BE °J 29 0' REBUILT IN PLACE R. :, 1 STY FRM. 1.0 EAST/ o \ \ AND KIND �� �:`o N DWELLING dD1f16r :. `' s �.,I \ LaChapelle Architecture PLLC �O ,p CD FFLELo0.2 \ W 'iiiiii ... \�i i I` 1 P.O.Box1251 0,,,•" Mattituck,NY 11952 30.0 '' NEW I/A SEPTIC:SEE (646)251-5058 jake@lachapellearchitecture.com SUFFOLK APPROVAL TO 26.3 CONSTRUCT(FILE R-24-0420) WATER SERVICE ED \ I\ 1 a2 \\ N \ . `'� k' \\ ; \ \ ABANDON EXISTING �a �_ACkyA`'S/�� WELL AND CONNECT U. TO TOWN WATER c� 1 RP \ \ \\• _ k,� —� \ 15 NEW 675 GAL.DRY WELL \ �� \ 13 14 (e.g.(2)4'0 x 4'DEEP N d F�Opj — \\, 111 23 CONCRETE RINGS) 033930 W �� —'S 7g�38 0 \\ v �F NE`N TIDAL WETLAND ' i 'PIER LINE'PER§275-2 FOR BOUNDARY AS \ •'� DWELLING STRUCTURES DELINEATED BY COLE \ 40'NON-TURF VEGETATED ° ENVIRONMENTAL 1 BUFFER(NON-FERTILIZER SERVICES MARCH 25,2023 DEPENDENT)W/4'ACCESS PATH TO RAMP FEMA MAP#36103C0166H EFF. 09/25/2009 SITE PLAN NAVD88 9,969 SF OR 0.23 ACRES 1 \, BACKGROUND DATA FROM 2023 SURVEY BY PROJECT TRUE. SHEET NO: J KEN WOYCHUK;ADDITIONAL DRAFTING AND NORTH NORTH (DSCALE: SITE PLAN890 KOKE DRIVE LIVABLE FLOOR AREA CALCULATION BY (9.25') A5,00 1 — 20 � LACHAPELLE ARCHITECTURE PLLC SHEET 5 OF 17 / j c 40'-0" F1 GLESS 8-101" 8'_51" 9'-0" __ _ __ APPROX_11'-4 '------------------ -- 11'-2" RESIDENCE 2 4 r— --------------------------------- P.T.4x4 POST w/DIAGONAL P.T.6x6 POST ON SIMPSON I P.T.6x6 POST ON SIMPSON COLUMN BASE 800 KOKE DRIVE BRACES ON SIMPSON COLUMN BASE w/ SOUTHOLD,NY 11971 COLUMN BASE w/STANDOFF STANDOFF(ABU,CBSQ OR ____ ______ ____ ____ ___1----_ -------------------------- I STANDOFF( B ,CBSQ OR (ABU,CBSQ OR SIM.);12"DIA. SIM.); 12"DIA.REINFORCED ; ;------------------1---- --------------i— " I SIM.); 12"DIA.REINFORCED REINFORCED COLUMN PIER COLUMN PIER w/ I COLUMN PIER w/ 9 @ @ P.T. x10 JOISTS &16 O.C. _ P.T.2x10 JOISTS a@ O.C_ 24 x24 x12 FOOTING @ 3 t ❑ tea , , w/18 x18 x12 FOOTING 3 18 x18 x12 FOOTING 3 I -I--_ _ _ -.-t -_________ I BELOW ADJACENT GRADE BELOW ADJACENT GRADE ; I i i BELOW ADJACENT GRADE ® D Qp I — — — TRUE 6 p PERIMETER OF DECK — ;- - , PERIMETER OF HOUSE -----------;-==;_, , , -� I I -T�i----------------i- NORTH T r-= --I - I r —r----------------I- 00 1 1 \W/ I I I I ® Qa D�O D O yam:. - '---------------�t� -------------- ---------__`_ =- -___ --------------- --_--------_--------� r I ° 24x24xl2 I I PROJECT d I m l III I II I I I NORTH `� a I I I (25.27°) -- �1--------------- 11 FI1 i---------===11 --- 1 ' I 0 TAX MAP NO.1000-87:5.7 A;I P.T.2x8 JOISTS 16"O.C. 1 1 P.T.2x10 JOISTS 16"O.C! i I 1 EXIST.2x6 JOISTS 16"O.C. ___J_ P.T.2x10 JOISTS @ 16 O.C. _ . , " 1 1 @ I -----_—_===IL--------------@--_-- , g ISSUE/REVISION DATE b ~---------------- III-------------- -" - II SISTER EACH JOIST w/P.T.2x6 1_----------- --r ' N I III i •• i II 1 --A t----------------'+- -4----------===I#-----------------------�_-------------------i- i ------------- I - -10 REVISED FILING SET 08.18.2024 -----i I I _ 1 I 1 _ I IL I —. I�— ——_——————— I i-------------I - i_----_----=1 --_------------------I—�J------------------r I ' FASTEN w/42'LEDGERLOK SCREWS Will �t �1 ----------- --._ -1-- I _1---------------- - ---- -----I� L Z'iRA�1/L�PA�iE V -W----------------r I- �� w II I uJ P.T.2x8 TO FACE OF GIRDER ON--- 24 x12 II � 1 1 WATER SIDE AS BEARING FOR FULL 110 752 GSF I I DRAWN BY:J.LACHAPELLE ---- --- ---------------------- ---I ------------- DEPTH OF J I I N I --110 �_-�-----------------~ .�;. 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DUAL-FUNCTION FLOOD VENT(MODEL#1540-510 1124x_.,x12 I 1 1 124x2#12 I I 1 4x24 2 1 I 1 2 )z4x12 NOTIFY AOR IF STRUCTURAL SIZING BY SMARTVENT), BIMETAL COIL ENSURE THAT VENTILATION LOUVERS ;-�--- - I I I �---I----� , , I I CANNOT BE MET IN ANY CASE ARE FULLY CLOSED AT 350F AND FULLY OPEN AT 75°F,CERTIFIED FOR I I _ _ _ �T.(3)IF2x12 IRD �t ��_ + _ _ I ' SHEET N0: OFOUNDATION PLAN 200 SF FLOOD VENTING;SILL AT MAX. 12"ABOVE WHICHEVER IS { I II I I 1 I 4I 1 I I 11 11 1 1 I i �) 1 - I HIGHER:ADJACENT EXTERIOR GRADE OR CRAWLSPACE FLOOR,TYP. `-LL --- — J `M WYjEER 0 SCR ENE 6PO R —; — --- A6mOO SCALE: 1/4 - 1 -0 -�— �- -� — DEMOLISH EXISTING CHIMNEY 6'-5" 6'-5" 6'-5" — SHEET 6 OF 17 ;l t 40'-0" APPROX.20'-43" 11'-2" G LESS — 10'-6" 8'-54' 4'-6" B APPROX. 11'-44" B 4'-6" 5'-5" !' 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LaChapelle Architecture PLLC PROVIDE HEADER PER I I _ = P.O.Box 1251 to N FRAMING PLAN Mattituck,NY 11952 6 20'-4" 11'-6" I IOF7'-0" I (646)251-5058 jake@lachapellearchitecture.com KIT HECD w F' FOYER 1 i0 l ,<eRED ARC f I I I � n --------7— ------- 0_ . i I 5 I 0 1 N� �`e 0339� O w FOF NE`t�y U) ItoTHM I �� I °RPm eIL IIc IIIUIIIIMIThMrxe[paII[fffllMWHVMPWMIIIS M HTMTuF[H[c.ixb OanT[wWU M'Y HOT.1 e.[e IMR..v'OR AUNIM TO l[.e[IoiO OixFA pPaECiS. xw"HOB[[ixC W BY iuOifN COH-1.10iKx4P4[.[aAc,ry}[[iI1PCILLc.OY SE E R o o,x[x.Mil[B.°rop�M GROUND FLOOR PLAN SUM OF EXISTING AND ADDITIONAL MATCH EXISTING LIVABLE FLOOR AREA EQUALS 850 SF DECKING I I I I SHEET N0: GROUND FLOOR PLAN TRUE PROJECT NORTH NORTH � � SCALE: 1/4° = T-0" (9.25°) - - - - - - - - - - - Oltz9'-4" 20'-5" A 7,0 Ok SHEET 7 OF 17 9' G LESS PC ST RESIDENCE - - - - - - - - - - - - - — - - - - - - - - - - -1 800KOKEDRIVE r I SOUTHOLD,NY 11971 II II I II II II II II II II I I I WINDOW AT DORMER ® 0 lap s p O NORTH DO 0 8 a - - - - - - + II - - - - - - - - - - - - - - - � �0 II II II I I II ® 0 0 0 1 1 I I I I I I I NRTH PROJECT Q I w I I I I I I (25.27") O D II .. 1 1 TAX MAP NO.1000-87:5-7 o p l i # ISSUE/REVISION DATE II � II F II b� II m 1 12 I I I I I 1 1 .00 REVISED FILING SET 08.18.2024 11 F� II m II 1 �— �- - — - - — — - - — � 1 1 42X10 - II Ir— � F � � — — , I II i1 II � � � i li II I _ — — — — — — — — — —- - - - - - - - IL — — — I I I DRAWN BY:J.LACHAPELLE 1-3/4X11-7 8 LVL IDGE 1-3 4X11-7 8 LVL RIE I L- _ _ _ 20ST O CHECKED BY.J.LACHAPELLE NOTE:THIS IS AN 11"x 17"SHEET WINDOWATGABLE I WINDOWAIGAIILE DRAWINGS MAY BE PRINTED NOT TO SCALE II I II l i i LaChapelle Architecture PLLC IIII II1III (4)2 X10 ' IIII IIIII P.O.0 Box ,y1y 2A5A1 Mattituck,NY 119 -52 (646)251-5058 jake@lachapellearchitecture.com ci h� �it`en�c tu re.com o o 12 I I 12 I I 7 2X10RR@16"OC 1 ]� 1 1 FtEO ARC � ' 1 IN 1 1 gLAc(LOWER ROOF) 1 I I & �I — — — — — — — — — - - — — — — — — — — — - - — — 1I— — — — — — — — — — — -L- - — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - — — - - — OST it ii 0I 03393Z '9 WINDOW AT GA 3LEI I 1 I F NE`T�y II II SCOPE NOTES: I L _ 2X10 RR 016"OC I 1 1. 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PROVIDE QUOTATION FOR 3 TON 800 KOKE DRIVESOUTHOLD,NY 11971 HEAT PUMP AIR HANDLER AT BASEMENT CONNECTED TO 3 TON CONDENSER AT SOUTH SIDE OF HOUSE,2.5 TON HEAT PUMP AIR HANDLER AT ATTIC STORAGE AT SECOND FLOOR 0� CONNECTED TO 2.5 TON CONDENSER AT SOUTH SIDE OF HOUSE.PROVIDE ALL ACCESSORIES, TRUE ❑NORTH a �O o INCLUDING COPPER LINESETS, DUCTING, Q ri ❑�O p DAMPERS, INSULATION,CONDENSATE PUMPING, o COMMISSIONING, ETC. NORTH PROJECT Q (25.27-) 2. PROVIDE MANUAL J AND S CALCULATIONS. O 3. PROVIDE 13 CF PER MINUTE MECHANICAL TAX MAP NO.1000-87:5-7 EXHAUST VENTILATION FOR CRAWLSPACE IN # ISSUE REVISION DATE CONFORMANCE w/R408(1 CF/50SF),OR RELY ON PERIMETER VENTS .00 REVISED FILING SET 08.18.2024 4. PROVIDE MAKE-UP VENTILATION AIR AT KITCHEN. 5.PROVIDE HYBRID HEAT PUMP HOT WATER HEATER IN ATTIC,VENT TO SPACE DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAY BE PRINTED NOT TO SCALE LaChapelle Architecture PLLC P.O.Box 1251 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com RED ARC y fE%—ACyq'° �j` << Fn ccDF N E`N_� nb DPPw1x0 b Ax IxB:PUm[irt Ofs[Wb[Px vmueouaPwiPNPP`uois u¢uria xo cnwvicei.P�'iYi[iwi'wm�oa o[ii[ [uD[os[vr orucnw[[[F PPCHrt[RYFI RCOIxb DPPwwOIMYxOi BC use Oi[m, fW[PDgtOxi0lxb vPOICCCm mxFP VPPP[9 p1 wmvinOn OviNUIPO![tt eY Oix[P vaPN.3,NtlHOY[TNC YmBrtn LOrts[mf 0OC 4cMY41L PPCNR[rnP[PLLG OCOfiM4MtullPcxPv[11(uCnrt[CNRrtLc REFLECTED CEILING PLAN SHEET NO: D REFLECSCALE 1/4" CEILING PLAN A 9 m 000% SHEET 9 OF 17 GLESS RESIDENCE 800 KOKE DRIVE SOUTHOLD,NY 11971 TRUE NORTH o OO o p a ❑�� DPOJE o ® o NORTH T Q (25.27") O O TAX MAP NO.1000-87.-5-7 12` 12= a ISSUE/REVISION DATE -- .00 REVISED FILING SET 0818.2024 DRAWN BY:1.LACHAPELLE CHECKED BY.J.LACHAPELLE NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAY BE PRINTED NOT TO SCALE LaChapelle Architecture PLLC P.O.Box 1251 Mattituck,NY 11952 LL==l (646)251-5058 jake@lachapellearchitecture.com III S� _RED — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � �ELAC f�C-) 5 033930 Q� PNE --U IK ot, NORTH ELEVATION SHEET NO: ORTH SCALE: 1/4" = T-0ELEVATION A10,00 SHEET 10 OF 17 i GLESS RESIDENCE SKY PLANE SKY PLANE BEYOND 800 KOKE DRIVE FIELD OF SHEET SOUTHOLD,NY 11971 TRUE NORTH 0 DO ❑ PROJECT ® LJ NORTH QO (25.27°) O TAX MAP NO.1000-87.,&7 k ISSUE/REVISION DATE .00 REVISED FILING SET 0818.2024 7. DRAWN BY:J.LACHAPELLE CHECKED BY:I.LACHAPELLE NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAY BE PRINTED NOT TO SCALE LaChapelle Architecture PLLC P.O.Box 1251 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com ?,ED A% _X.CHAp- y c d y� 03392P �O FOF NE`� ixuPxnY°xxo—X[xioFl— x x,ix[P—QF=HMLU [u[N[p,pa cXu+O[S.P i[Mipn1,09G[L[fgx9 vuYX p.Nve Dx[ve oYucew[uL x[AIPRII[Sialblxv PRon[R, vm<OpipxiOlMSIRYFci e✓aixW VNrt¢a.OA 0"wwiFinn ov iXa Paa[ci BY vlN[R lPmrti,Mlixm"in[WPCENiali[Xi M[x�f[CNPCPLLG 0[oan+lOMl9°IKMMF4turi11rt[R¢uCPLLC EAST ELEVATION SHEET NO: OEAST SCALE 1E4ATIONC" AILOO SHEET 11 OF 17 G L ESS RESIDENCE i' APPROXIMATE LOCATION SKY PLANE BEYOND 800 KOKE DRIVE / OF SKY PLANE FIELD OF SHEET SOUTHOLD,NY 11971 / / TRUEN o p oC3 ® °�a ❑moo D a nno NORTH PROJECT Q V (25.27°) '°"�' O O TAX MAP NO.1000-87:5.7 —12 # ISSUE/REVISION DATE 7 .00 REVISED FILING SET 0818.2024 ..12 u3� DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAYBE PRINTED NOT TO SCALE iL LaChapelle Architecture PLLC P.O.Box 1251 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com / .. ''• �C gRCy��' i 03393Z py0� �OF NEB SOUTH ELEVATION SHEET NO: O SOUTH ELEVATION4" = TOO" Al2mOO SHEET 12 OF 17 GLESS RESIDENCE 800 KOKE DRIVE SOUTHOLD,NY 11971 TRUE NORTH V O ❑ o DPOJEC o NORTH T Q d (25.27°) O D TAX MAP NO.1000-87:5.7 # ISSUE/REVISION DATE .00 REVISED FILING SET 08.18.2024 ±Hdf if DRAWN BY:1.LACHAPELLE i CHECKED BY.J.LACHAPELLE NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAY BE PRINTED NOT TO SCALE N i LaChapelle Architecture PLLC P.O.Box 1251 P44an Mattituck,NY 11952 (646)251-5058 fake@lachapellearchitecture.com Ull ED A yC, era d �OF NE`N� WEST ELEVATION A13,00 SHEET N0:WEST ELEVATION SCALE1/4" = T-0" SHEET 13 OF 17 GLESS RESIDENCE 800 KOKE DRIVE SOUTHOLD,NY 11971 ® 0� o Qoax TRUE n O p NORTH QO o o Q 0 Dp0 D o ® 0 1-3/4X11-7/8 NORTH PROJECT G? 1-3/4X11-7/8 ML RIDGE BEAM ML RIDGE (25.27°) O o TAX MAP NO.1000.87:5.7 2X8 CT @48" # ISSUE/REVISION DATE DBL 2X RR 2X12 ALL .00 REVISED FILING SET 08.18.2024 @16"OC PLAT �@�0 7� 12 2X8 CJ 16"OC 2X8 CJ @16"OC DRAWN BY:1.LACHAPELLE CHECKED BY.J.LACHAPELLE (2)1-3/ X11-7/8 NOTE:THIS IS AN 11"x 17"SHEET ML GIRDER o (2)1-3/4X1 1-7/8 DRAWINGS MAY BE PRINTED NOT TO SCALE N ML GIRDER LaChapelle Architecture PLLC P.O.Box 1251 Ll Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com 0 El El r;�, C�A,� ED A RCEXISTING 2X6 FJ @16"OC � �rF 39313 -k F0F NE`N nacxnecrvneiu<neo:vo[ess oiw�nn in[xe:aoi[°cifou[�w'urt"`Pplc�[D`is pttM[0.notnPNCG0.p iuuib YNO[DE["[DBY in[P vam[[5[0 mnG[PrtCf[cs, f Op PDDttbX 10 i1Us PaNEci ov mNlA YaR[tts,OR vOp c0lnvl[�Iax Of iMO PN01lc[0v oix[p PAp[I[s,W[[Iqu[iXlwfii[¢NCan[x[ lPCN4P6l[MCnp[CNP¢PLLC ®COTtPoONI�a[�tgcN4Plt[L uplyLLC SECTION SECTI A14,00 SHEET NO: SCALED: /4" _ T-O" SHEET 14 OF 17 G L ESS t i NOV 5 201215I E._; : 4x4 osT------------------------------------- A�E1®$� �� RESIDENCE I 800 KOKE DRIVE ' ------------------------------------- -��� SOUTHOLD,NY 11971 I I I I 1 12 FIRST FLOOR WALL BELOW X 7 1 GABLE END WALL q I a� o Q c? ; ; 2x10 JOISTS @ 16"O.C. 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