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HomeMy WebLinkAbout51603-Z of souryo`o Town of Southold * * P.O. Box 1179 io 53095 Main Rd UNV Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46189 Date: 05/22/2025 THIS CERTIFIES that the building ACCESSORY ADDITIONS/ALTERATIONS Location of Property: 280 Basin Rd Southold, NY 11971 Sec/Block/Lot: 81.4-19 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 10/21/2024 Pursuant to which Building Permit No. 51603 and dated: 02/03/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Addition/alterations to existing accessory garage as applied for. The certificate is issued to: Joseph Mazza,Laura Mazza Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51603 5/15/2025 PLUMBERS CERTIFICATION: thor ze Si ture �aOfSOO TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE COU01� 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#: 51603 Date: 02/03/2025 Permission is hereby granted to: Joseph M Mazza 280 Basin Rd Southold, NY 119713081 To: construct addition/alterations to existing accessory garage as applied for per Trustees Non- Jurisdiction letter. Premises Located at: 280 Basin Rd, Southold, NY 11971 SCTM#81.4-19 Pursuant to application dated 10/21/2024 and approved by the Building Inspector. ,To expire on 02/03/2027. Contractors: Required Inspections: Fees: Accessory-Addition/Alteration $290.00 O Accessory $100.00 Total $390.00 N tt in -Inspector o�*oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� • �o Jamesh -southoldtownny.aov oUUM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mazza Address: 280 Basin Road city:Southold st: New York zip: 11971 Building Permit#: 51603 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Paul Burns Electrical Electrician: Paul Burns License No: ME-3897 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 2 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: EXTENSION OF DETACHED GARAGE Inspector Signature: Date: May 15, 2025 280 basin rd ho�aOE SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm N�`' 631-765-1802 POUNDATION INSPECTION 1ST ` l/ 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: Rllllro� &2 u DATE l INSPECTOR SOUTyolo # # . TOWN OF SOUTHOLD BUILDING DEPT. "cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST./ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [v1 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: "t!2!se ov 60— ;Sow- i A- �� DATE INSPECTOR OF SOUL # * TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION.2ND. [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ".] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Motc� 0&�aq Q DATE INSP ECTOR *OP 50Ulyo� TOWN OF SOUTHOLDBUILDING DEPT.' o m, 631-765-1802 !UNDATION 1NSPEC�TION 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: ow ev ' 4 DATE INSPECTOR . LJ *Of SOUIyD ,moo �o # TOWN OF SOUTHOLD BUILDING DEPT. - °`��o��m,� 631-765-1802 I NSP ECTION [ ] FOUNDATION 1ST/ REBAR [ ] RO PLBG. [ ] FOUNDATION 2ND". [ ] SULATION/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: (Dkb '04 4 Roo,� DATE Y INSPECTOR ho��0FS0GTyOlD '* # TOWN OF SOUTHOLD BUILDING DEPT. u�+� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ 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: �� �Ol'eC( afi�( e ©u��5 V�Y-A 4o &g 1 � DATE 5 INSPECTOR � r jodid kip m w - a 1 a r } Y. ,may - Y r r3 .+ .VELD INSPECTION REPORT DATE COMMENTS v, FOUNDATION (IST) — — - ----- ------------------------------------ ti - --- 1 � c FOUNDATION (2ND) — rZ ? y _In 49A4 s• ROUGH FRAMING& PLUMBING — - °3 1 - r INSULATION PER N.Y. STATE ENERGY CODE - Of FINAL AD ITI NAL COMMENTS s� N a0e� ic, re o r k - x -o o`pSufFoi,�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y. x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldt2MLnny.gov f Date Received APPLICATION FOR BUILDING PERMIT ® ECEOWE For Office Use Only PERMIT NO: V Building Inspector; O CT 2 1 2024 Applications and forms must be filled out in their entirety. Incomplete Building Department applications will not be accepted. Where the Applicant is not the owner,an 'down of epart e Owner's Authorization form(Page 2)shall be completed. Date:10/14/24 OWNER(S)OF PROPERTY:. Name:JOSEPH MAZZA SCTM#1000-81-01-19 ProjectAddress:280 BASIN ROAD SOUTHOLD NY 11971 Phone#: 914-216-1861 Email:irp bpp@a az o .com MailingAddress:2g0 BASIN ROAD SOUTHOLD NY 11971 CONTACT PERSON: Name:KATHERINE SAMUELS MailingAddress:25235 MAIN ROAD CUTCHOGUE NY 11935 Phone#:631-734-6405 Email:KATE@SAMUELSANDSTEELMAN.COM DESIGN PROFESSIONAL INFORMATION: Name:ABOVE Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone M Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration .DRepair ODemolition Estimated Cost of Project: ❑Other $150,000 Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? ❑Yes ®No 1 ! PROPERTY INFORMATION Existing use of property: RESIDENTIAL Intended use of property: RESIDENTIAL E Zone or use district in which promises is Situated: Are there any covenants and restrictions with respect to R-80 this property? Dyes ANo IF YES, PROVIDE A COPY. ! i ® Check 13o\After Residing: i'lne owner/contractor/deslgn professlonal Is responsible for ell drainage and storm water issues as provided by Chapt�r23G of the Town Code. APPLIM-ION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Bullding Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,.Ordlnances or Regulations,for the construction of buildings, additions,alterations or for removal or demolltlon as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, i housing code and mhulations and to adnnit authorized inspectors on premises and In buildings)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 220.45 of the New York State Penal Law. Application Submitted By(print name):KATH—iER IN E SAMU ELS ®Authorized Agent ❑Owner Signature of Applicant: Date: 10/14/2024 l� STATE OF RM1K't�MIK) Virginia COUNTY OF Fairfax' i Katherine Jean Samuels being duly sworn, deposes and says that(s)he is the applicant (fume of individual signing contract)above named, (S)he is the AGENT (Contractor,Agent, Corporate Officer,etc.) f 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. ":4N•il..r�..V y` '" y � Nurul 6ashar I Sworn before me this - Nqp I ,• Y RCG TRATIDN NI R 14th October =,,.• r`� CONNISSIONMMES i day of 2@24 . JW T,. l i Notary Public Notarized remotely online using communication technology via Proof. PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I� JOSEPH MAZZA residing at 280 BASIN ROAD SOUTHOLD NY 11971 do hereby authorize KATHERINE SAMUELS f to apply o my behalf to the Town of Southold'Building Department for approval as described herein. 4— -�i 0fn er's Signature Date V 0s Print Owner's Name 2 Glenn Goldsmith, President ``�QF SO�r Town Hall Annex V� 0, A.Nicholas Krupski,Vice President �� l0 54375 Route 25P.O. Box 1179 Eric Sepenoski 1 J Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 COU 4 •- BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD ' ! JA N 3 1 2025 January 31, 2025 Kate Samuels Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 RE: LAUREN & JOSEPH MAZZA 280 BASIN ROAD, SOUTHOLD SCTM# 1000-81-1-19 Dear Ms. Samuels: The Southold Town Board of Trustees reviewed the site plan prepared by Samuels & Steelman, received on January 31, 2025 and determined that the proposed garage addition is out of the 100 foot Wetland jurisdictional area under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary, or within 100' landward from the edge of vegetated wetlands, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. Sincer , Glenn Goldsmith, President BUILDING DEPARTMENT- Electrical Inspector G� t TOWN OF SOUTHOLD d Town Hall Annex- 54375 Main Road - PO Box 1179 r" c Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh@southoldtownny gov — seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3/26/25 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul Burns Jr License No.: 3897-ME Elec. email: pburns1106@gmail.com Elec. Phone No: 631-365-4735 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1061 Southold NY 11971 JOB SITE INFORMATION (All Information Required) Name: Mazza Address: 280 Basin Road Southold Cross Street: Paradise Point Road Phone No.: Bldg.Permit#: 51603 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wire addition to garage Square Footage: 200 Circle All That Apply: Is job ready for inspection?: 0 YES ❑ NO Roug In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underg round❑Overhead # Underground Laterals 1 FJ2 F1 H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION .2-77 1 Z� �V 4t ICE 'BP-Ar- 51t#03 C-tW PERMIT# Address: Switches Outlets l GFI's I 1 Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments 0 S�FEptk BUILDING DEPARTMENT- Electrical Inspector 0 C®Gym TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh -southoldtownny.gov— sea nd(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3/26/25 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul Burns Jr License No.: 3897-ME Elec. email: pburns1106@gmail.com Elec. Phone No: 631-365-4735 211 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1061 Southold NY 11971 JOB SITE INFORMATION (AII Information Required) Name: Mazza Address: 280 Basin Road Southold Cross Street: Paradise Point Road Phone No.: Bldg.Permit#: 51603 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wire addition to garage Square Footage: 12010 Circle All That Apply: ( Vl �{ Z Is job ready for inspection?: YES❑ NO 0 RouL In Final Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (AII information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect[]Service Reconnect 11undergroundElOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 277 'V5 '7 1 t�rAa Ire. c-+� 1 p11 Ub11 lW BP* 1 (063 G -71aI SAMUELS+ STEELMAN !a � C kate0samuelsandsteelman.com '631-734-6406 Samuelsandsteelman.com 0 C T 2 1 2024 jo 10/15/24 Town of Southold Building Depart. Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, NY 11971 Dear Building department official. We are submitting our application for 280 Basin Road garage addition. The scope of work includes an addition to an existing unheated garage. Please don't hesitate to reach out to Kate Samuels regarding the project at kateRsamuelsandsteelman.com. Kate Samuels North Fork 25236 Main Road Cutchogue,NY 11936 New York 67 West Street 603 Brooklyn,NY 11222 APP VED AS NOTED All exterior lighting CA a5_ �� installed,replaced or repaired shall conform FEE _� • 6 By: to Chapter 172 NOTIFY BUILDING DEPARTMENTAT of the Town Code 631 765.1602 SAM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION ELECTRICAL 4. FINAL-CONSTRUCTION MUST INSPECTION REQUIRED BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS COMPLY WITH ALL CODES OF -... . f,.,...;,;A ._.. ., R.. NEW YORK STATE&TOWN CODES RETAIN S AS REQUIRED AND CONDITIONS OF TORM WATER RUNOFF -=0 n�8WI'1�SA '' PURSUANT TO CHAPTER 236 S T6WN�b 1 OARD OF THE TOWN CODE. SOUTHOLD TOWN TRUSTEES r."EC— ViTIQTHPC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICAI OF OCCUPANCY ARCHITECTS: M sk Z "m7/k A SAMUELS+ A L (3AKAGE 'RENOVATION __— S 83 oSOUTHOLD 524 BAY STEELMAN KEY PLAN SITE INFO 8 _ _ _ up 9 — — ci 15 O. O 8 i ADDRESS: 10_ up ~ _ _ 25235 MAIN ROAD LOT COVERAGE CALCULATION: 0 1 1 — — - CUTCHOGUE NY 11935 SITE AREA: .2241 ACRE (9,761SF) 0 12— - 1 631-734-6405 BUILDABLE SITE AREA (BASED ON LINE — -- S'" oPo OF DEFINITION OF WETLANDS CHAPTER 275): (4,698 SF) L 14 — — - X = CONSULTANTS: TOTAL LOT COVERAGE % ALLOWED: 20% (NON-CONFORMING) 15 _ — ROBINSONROq<�� EXISTING LOT COVERAGE SF ALLOWED: 939.6 SF W 16 - I EXISTING o DECKING -�- LAWN V o TOTAL EXISTING LOT COVERAGE: 2231 SF (1,291.4 SF OVER, 47.4/0) ------- / EXISTING POOL do NO WORK 19 — — OWNER: eRo o Z HOUSE: 1547 SF — O��gNF OP o DECKS: 510 + 63 =573 SF 1 , NO WORK \ 280 BASIN ROAD, SOUTHOLD ACCESSORY: 48 + 48 = 96 SF SPA NY 11971 BASEMENT ACCESS: 15 SF up ? _ _ ° 18 DW EXISTING 3 I ?21 - � � REVISIONS: ,2 GREAT HOG NECK 1 g 3+ DECKING u 3 BUILDING PERMIT 10.15.24 TOTAL PROPOSED LOT COVERAGE: 2,300 SF Up 0 (1,335 SF OVER ALLOWABLE, DECREASE OF 17 SF) 19 X A 00 HOUSE: 1547 SF DECK. 526 110 636 SF ?� , ACCESSORY: REMOVED ;� �o ` : ,tix % r, t � _- BASEMENT ACCESS: 31 SF r; ,�:: FIR �� > 22 SCOPE OF V1/ORK. � �� COMPLIANCE: 47.1% PROPOSED > 20% ALLOWABLE LJ C 1VO t L L—V k+2 9/�2> PROJECT NAME: ADDITION TO EXISTING GARAGE ZBA APPROVED APPLICATION: #78961></d�, .r ; \ :. , X'� x .�-21 .0 - 24 FLOOR AREA RATIO: 20rx 21 4+ HOUSE ALLOWED PER CODE: 2,100 SF 20.6+ CODE INFO EXISTING HOUSE TOTAL: 1,547 SF ® o I I ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH ALLOWED ADDITION SF: 566 SF CN THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND PROPOSED ADDITION SF: 544 SF \ CONSTRUCTION CRITERIA OF THE OWNER AND SHALL SATISFY TOTAL PROPOSAL F: 2 091 F I / 21 ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF PRO S S LAWN I 23 ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO COMPLIANCE: 2 100>2 091 SF THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL ti�5 -Ors I NO WORK \ EXISTING BE PERFORMED BY THE TENANTS CONTRACTOR; ALL PERMITS SIDE 22 — DRIVEWAY P/O L SHALL BE SECURED AND PAID FOR BY THE TENANTS LOT#4 BASIN ROAD REALTY TRUST �/ I LAWN CONTRACTOR(S). APPLICABLE CODES INCLUDE BUT ARE NOT LOT COVERAGE: YARD 22'-0" \ I KEVI N A. LIMITED TO THE FOLLOWING: & DORRE BUILDING AND STRUCTURAL 2020 CODE x �.�. ', Site Area: 29 987 sf r a < — 21 — — — — — — — — SMOKE AND CARBON MONO. 2020 CODE < ; SAFETY NOTICES 2020 CODE 20% Allowable Coverage: 5,997 sf MECHANICAL 2020 MECHANICAL CODE > , I 20'-0" a PLUMBING 2020 PLUMBING CODE N ST NG I x G'R GE EXISTING DRIVEWAY SIDE ENERGY CODE 2018 NYS ENERGY ° a ' EXISTING: 5,500 sf 18.3 /o ® �.1N�TE[ ly CONSERVATION I n YARD < ti (\1 I I a °' Residence 2,358 sf L0 o } I < Porches 425 sf Z Z SITE DATA. Pool & Spa 585 sf C o r�v� /, �--- I U5 O P Shed 100 sf o I A AG �! NEW GRAVEL DRIVEWAYI cz) D SCTM # 1000-81-01-19 / bDIION� WITH BELGIAN BLOCK LAWN / N o PROPERTY: 280 BASIN ROAD PARADISE POINT Decks 1 ,460 sf \ // cuR6 NO WORK Garage 572 sf ADDRESS SOUTHOLD, NY 11971 PROJECTADDRESS: OWNER: JOE MAZZA Total 5,500 sf \ 22 o �" - - ---� 280 BASIN ROAD, PARADISE POINT 301-01, I 280 BASIN ROAD, SOUTHOLD SOUTHOLD, NY 11971 �� � � NY 11971 SITE: 297986.88 SQ. FT. = 0.688 ACRES PROPOSED: 5,500 sf 18.34% In ZONING: R-80 Existing total: 5,500 sf ,6 \ \ \ - / / o SURVEYOR: JOSEPH INGEGNO, LS Garage addition 340 sf \ \ ��, \ o �-. / / a G\�ZN�°/V PO BOA: 1931 s \ \ \ o z RIVERHEAD, NY 11901 Total 5,840 sf < 5,997 sf \ \ \ \ \ d- 0 X 76\ co * GN LICENSE # 49668 \ �� \ \ \ \ \ \ ILL X < DATED 2/3/04UPDATED 11/27/06 �3� N\8 5"4"",4 " \ _ — — — — ` _ \ 2o s�,�T�04436� � �� �---- \ \ � _____ �" � ' ®' W 5® .�® OF NEON PYRAMID LAW. \ �--� ®moo' - _ S B 3 26 5 — PROPOSED WITHIN PYRAMID ALLOWANCES. SEE DIAGRAM }- \ — — — -- _ 19 \ \ ------ BELOW. SEE ELEVATION FOR EXACT DIMENSIONS. \ \ \ \ \ — __ - _ \ DRAWN BY: KS 12 \ \ \ \ — — _ — DATE. io$O.A.24 64 SCALE:A�-NOTf+/.on V O a _ -- — _ -- \ d a \d a DRAWING SHEET NAME: d ° d a a °4 d d a d a \ \ d < \ 78 ,G• \� 4 d d d a \ L]\ d\ a d d d a �s d d SITE PLAN d 4 z w DRAWING SHEET NO: — � _ — __ - - - - _ _ - - - - - - _ - - - - � BASli\j ROAD o � � o 0 15'-011 o NORTH ELEVATION WEST ELEVATION SITE PLANA- i 00moo NTS NTS SCALE: 1:150 = V--0" ARCHITECTS: PLAN LEGEND NOTES 1. EXISTING DIMENSIONS SHOWN /N PLAN TO BE CONFIRMED. EXISTING WALL 2. PRIOR TO DEMO, WALK THROUGH REQUIRED. 3. ELECTRICAL WALKTHROUGH REQUIRED BEFORE WIRING. SAMUELS+ 4. CONFIRM WINDOW SIZES BEFORE PLACING ORDER. STEELMANNEW WALL 5. PROVIDE SHORING AS REQ. TO MAINTAIN STRUCTURAL INTEGRITY DUPLEX RECEPTACLE OUTLET 220V RECEPTACLE OUTLET QUADR.APLEX RECEPTACLE OUTLET ADDRESS: HALF HOT RECEPTACLE OUTLET 25235 MAIN ROAD wP WATERPROOF RECEPTACLE OUTLET CUTCHOGUE NY 11935631-734-6405 �!!7GFI GROUND FAULT INTERRUPTOR OUTLET L`T�T'J HIGH HAT FIXTURE CONSULTANTS: SURFACE MOUNTED CEILING FIXTURE F- SURFACE MOUNTED WALL FIXTURE SURFACE MOUNTED SPOT LIGHT SWITCH OWNER: $D SWITCH DIMMER JOE MAZZA PH TELEPHONE 280 BASIN ROAD, SOUTHOLD TELEVISION j „J «, h NY 11971 S/D SMOKE DETECTOR s �' CM CARBON MONOXIDE DETECTOR : REVISIONS: BUILDING PERMIT 10.15.24 X SURFACE MOUNTED CEILING FAN EX/F EXHAUST FAN n� ` F SURFACE MOUNTED FLORESCENT FIXTURE UNDER CABINET MOUNTED FLORESCENT FI TURE T SURFACE MOUNTED LIGHTING TRACK AA EXTERIOR WALL MOUNTED FLOOD LIGHT PROJECT NAME: EX EXHAUST FAN REMOVE EXISTIN N NN IIIII(IIIIIIII �IIiIII�� ',r•''`c��'`:�IIIIIIIIIII'',� :.Y,,`'•.+;ti ..IIIIIII�^r<:,�•••.—,�-,:•:•��•••�"Vv.K.. '.`1o.i.A`'�'';,s—�-�1•=.i..•:�•}"•i►—::.••r s,<,•`—• •.:f 4�.,•i'e l' •<.{.I..!L�L y'. ���q::`. •C.t•�•:••'s;a :l`v;�I+.•"iNti�'J�:'S�:�bIIIII•;:.Jh.'t°'..IIII I!I II;I t-' I R!i'II,jIiijIIi!I1((I(j,1 OI,II!I OIl!III!IIIIIIII I III FIII SHINGLES. HINGLES.II RAFTERS Pc SURFACE MOUNTED CEILING FIXTURE w/ PUL C TO REMAIN IN PLACE. 22'-0" 2r-o" 22'-0" TO PIPMAIN IN PLACE. X SII!IIIjiII L I�II1!i P 1III1ItIE II Ill N cp°R2!IjIi/ ROOF SHINGLES. RAFTERS EMOVE EXISTING F!!I'IIl IiiII IIIl I ItI I REMOVE EXISTING OVERHEAD DOORS AND REINSTALL ONCE FRAMING COMPLETE '� G TGEXTGARAGE Al EXISTING 4"THICK CONC. SLAB REINFORCED � EXT 8"THICK CONC.WALL ON FOOTING w/6x6,,o,°W.W.M.SLAB N - ) III IIII II I IIII I I IIIIII!III iI IIIIIII I'1II �I!j1!iIi II�I iii IIII-I.III lIII lIt -!I:!jll -------------- 52 �ozQz o Oa w E Eo o G L6iROCrN (.0 NEW RI EXT GARAGEO 2X10 Q co X ww ¢ ROI° co Z xOVE EXISTING EXTERIOR 1 A h I I ND RETAIN WINDOWS CONNECTTO O 4FOR FUTURE USE EXISTING TO Q =w SWITCHES AT co � OFRONT DOOR OF� \`- v RESIDENCE Nc_„ti o w REMOVE EXISTING CONCRETE PROJECTADDRESS— : G PXFOUNDATION STEM WALL TO SLAB ELEVATION I i 280 BASIN ROAD, SO J-U NETq EHW N O S.tLyoAD NY 11971-o°22I 12 s o 4112 NEW(2)14"z1Y4"LVL HDR 8" 4 NEW GARAGE � ED ARc"'THICK CONt.WALL TO BEAR ON 8" 4"THICK CONC.SLAB REINFORCED DEEP x 16"WIDE CONC,FOOTING .4 REBARw/6x6, %°W.W.v.SLAB REINFORCED wi(3)#x4 '-----PROVIDE SHEAR WALL. NEW GARAGE N S W p R F SEE DETAIL ABOVE. O PE/�L 6. 5 SOo Q > P. B x m FINISH 0 Iw 6 z m Q UNEXCAVATED SUB-GRADE w/4"THICK CONC.SLAB REINFORCED w/6x6, /°W.W.M.SLAB ABOVEOz w w W z wzp DRAWN BY.'KS w o --CONC. WALL TO BOTTOM OF SLAB. DATE. 10$QA24w NEW 2x8 @ 16"O.C. CL .JOISTS AB VE w ROVIDE 5/8"x Ili-ANCHOR BOLTS AT SCALE: 'NO ONC SLAB TO BEAR ON 48"O/C.w/FENDER WASHER&NUT, E NEW 2x8 RR @ 16"O.C. NEW 2x8 RR @ 16' O.C. NEW 2x8 RR @ 16"O.C. R 161' .8 THICK CONC. DRAWING SHEET NAME.WALL BELOW GRADE AT BAY Li I�h 71 DOORS. ----------- ------- =a 1DR-----------------; ---- ------------------- --- ---- ---------- ---- ------------------- 7 ,-- i � !i fl PLANS EQ ER FRONTYARD 20'-8° FRONTYARD 20'-8" FRONTYARD 20'-8° SETBACK SETBACK SETBACK REUSE EXT EXTERIOR WINDO DRAWING SHEET NO: E 7 Z( FLOOR PLAN FO UNDA TION PLAN ROOF PLAN SCALE: 1 /4" = V-0 " SCALE: 1 /4" = V-0" SCALE: 1 /4" = 1 -0"7/ 8. A� i 00001 * ARCHITECTS: ELS+ TEE LMAN ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 631-734-6405 CONSULTANTS: EXISTING CUPOLA znx OWNER: JOE MAZZA -- -------- 280 BASIN ROAD, SOUTHOLD NY 11971 18"R&R CEDAR SHINGLES w/6" EXPOSURE ON 15#BLDG. FELT ON -=1 2 - 5.5 5/8" EXT. PLYWOOD SHEATHING ON NEW GABLE DORMER ON TOP REVISIONS: 2x4 FRAME. OF EXISTING ROOF. SEE SECTION BUILDING PERMIT 10.15.24 1x4 ON 1x8 RAKE w/1x4 FRIEZE BOARD --PAINTED WOOD SHUTTER NEW 18"R&R CEDAR SHINGLES PAINTED OVER SIDING NEW R&R RED CEDAR SHINGLE w/6"EXPOSURE ON 15#BLDG. FELT SIDING w/6"+/-EXPOSURE TO ON 5/8"EXT. PLYWOOD SHEATHING WEATHER ON 15#BLDG. FELT ON ON 2x4 FRAME. _z_ -Z 1x6 FASCIA BOARD 5/8"EXT. PLYWOOD SHEATHING ON 1x6 FRIEZE BID. 7 2x8 FRAME. PATCH IN AT EXISTING .......... Z zo EXISTING CEDAR SIIINGLES--- z lx TRIM PAINTED PARTIALLY REMOVE EXISTING 5/4 x 4 TYPICAL CASING Z LIGHT FIXTURE PROJECT NAME: FFIFT] CUSTOM GARAGE DOOR WINDOW S WITH LITES AS SHOWby" Lz=_ DESIGNER 7 AT R&R RED CEDAR SHINGLE SIDING DOORS Timbercraft Model" RELOC ........... w/6"+/-EXPOSURE TO WEATHER 1 x 6 T&G V-GROVE BD ON 15#BLDG. FELT ON 5/8"EXT. PLYWOOD SHEATHING ON 2x4 1 x 4 TRIM PAINTED FRAME. I J - - - I z x 4 TYPICAL CASING STUCCO EXPOSED CONC. NEW MASONRY FOUNDATION NEW MASONRY FOUNDATION I EXISTING MASONRY BEYOND BEYOND FOUNDATION BEYOND 1-3/4"thk fir door by SIMPSON MASTERMARK,Inc. EAST ELEVATION 6'8"X'3'0" #7224 SOUTH ELEVATION GARAGE DOORS SCALE: 1 /4" 1�-O" SCALE., 114" = 1 -0" Provide allowance for two 9'-0" w x 7'-0' h overhead doors by "DESIGNER " 0 DOORS" Timbercraft Model", with electric operators for each door, w/rennote 0 contrcls & key pad at side entry door. Owner will select doors at later date. TYPICAL TRIM Provide Ix Versitek or Azek exterior trim typical,painted w/two finish coats — 0 TYPICAL WINDOWS 0- Provide window units by ANDERSEN, Inc. as per FLOOR PLANS and ELEVATIONS U) Q < < t'- 0) IL NEW 18"R&R CEDAR SHINGLES < >_ 0 z CK w/6"EXPOSURE ON 15#BLDG. FELT ON 5/8"EXT. PLYWOOD SHEATHING Z &5 0 ON 2x8 FRAME. ------ EXISTING CEDAR-'ROOFING----------- < T8`R&R CEDAR SHINGLES W/6— co -----EXPOSU RE ON 15#BLDG.FELT ON--- CD 00 0 5/8"EXT. PLYWOOD SHEATHING ON C\I 0---2x4 FRAME.- OVERHANG TO MATCH EXISTING 7__ PROJECT ADDRESS: ...... 280 BASIN ROAD, SOUTHOLD 7-- --E ISTINGiCEDAR-SHINGLES----- z 7___�z 7 ------ NY 11971 _7 z R&R RED CEDAR SHINGLE SIDING ------ -EXPOSURE TO WEATHER w/6"+/ Z_ ON 15#BLDG. FELT ON 5/8"EXT. —------ _S14NGrLtS______ PLYWOOD SHEATHING ON 2x4 ltEDAPC ---EXISTING CEDAR EXT 7-- FRAME. z 7 /7 _j _j W 04436 EXISTING MASONRY EXISTING MASONRY NEW MASONRY FOUNDATION OFN FOUNDATION BEYOND FOUNDATION BEYOND BEYOND DRAWN BY:KS DATE: 10W.A.24 SCALE:A�'NOT "o NORTH ELEVATION WEST ELEVA TION DRAWING SHEET NAME. SCALE. 114ff = 1 -011 SCALE:114" = 1'-0" ELEVATIONS DRAWING SHEET NO: A 000 ARCHITECTS: SAMUELS+ S TEEL N ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 631-734-6405 CONSULTANTS: OWNER: JOE MAZZA 280 BASIN ROAD, SOUTHOLD NY 11971 REVISIONS: BUILDING PERMIT 10.15.24 PROJECT NAME: 2x4 SLOPED FRAMING w/PLYWOOD _ --_ SHEATHING &CEDAR SHINGLE - ----- SIDING. STEP FLASH INTO SHINGLE — 2x4 SLOPED FRAMING w/PLYWOOD ROOFING SHEATHING &CEDAR SHINGLE SIDING. STEP FLASH INTO SHINGLE ROOFING EXISTING CUPOLA PROVIDE METAL STRAPS AT ALL EXISTING CUPOLA � PROVIDE METAL STRAPS AT ALL RED CEDAR PERFECTION SHINGLE RAFTER/RIDGE CONNECTIONS RAFTER/RIDGE CONNECTIONS ROOFING ON 1x3 LATH ON 2x8 @ 16" 1x4 ON 1x8 RAKE w/1x4 FRIEZE ............... .. . . - RED CEDAR PERFECTION SH RAFTERS BELOW BOARD PAINTED OVER SIDING =__-- -- ROOFING ON 1x3 LATH ON 2> RAFTERS BELOW R-21 HD BATT INSULATION TYP IN ROOF RAFTERS PROVIDE 2"AIR .............. ......._._......_......................_ ......._........._..._............._....... ......._.. ........................._... _...._... 12 NEW RB-SEE PLAN SPACE FOR VENTING ..........__............ ............ ....... ..__....._ __..... _..._.... ........_... ........................................... .. ..........._.................. -- EXISTING 2x4 @32"STRAPS FROM 7-1 2 2x4 @32"STRAPS FROM ROOF -- - -�- ------- - -- ROOF RAFTERS THRU LOFT RAFTERS THRU LOFT DECKING TO ...__- DECKING TO JOISTS JOISTS BELOW _ ROOF SHINGLES. RAFTERS NEW Y/4" PLYWOOD DECKING - -- -- - --- EXISTING3/4' PLYWOOD DECKING '� TO REMAIN IN PLACE. N = Z N - 2-2X6 STRONGBACK TYP ( _._..__ ___._._______.____.._ _ -I a I U) ..__.._.____.. HURRICANE STRAPS. (TYP.) r HURRICANE 0QQ STRAPS. (TYP.) Q ti ALUMINUM GUTTER ON 1 NEW 2x8 @16" FJ `t EXT 2x8 @16" FJ \ P**4 Q O Z PROVIDE VENT WITH SCREEN _ 10 /2° cr- 1/2" Z FJ5 O ------NEW HEADER _ m �- SEE PLAN ZEXTY2"GYP.BD. o FINISH co 0 i R&R RED CEDAR SHINGLE SIDING ON _ 15#BLDG. FELT ON %" PLYWOOD i II SHEATHING ON 2x4 WOOD FRAME.— GARAGE - GARAGE Q0 PROJECT ADDRESS: 00 ROAD, 00 280 BASIN D, OUTHOLD S NY 11971 I I; 4"THK. REINF. CONC. SLAB ONZyr _._..... .....___._.___ COMPACTED SAND •-----__._............_.. ._........... FIMSH.BD. 2x6 TREATED WOOD SILL WITH TERMITE SHIELD ' EFZED A& A O� EAN _..._......_.._........__......_........ .. NEW SLAB S act` M _......_......... _ j. EXT SLAB "THICK NC. WALLS REINFORCED \/ /\ / \ \ OF WALL WALLT O TDOWN FROM ON 8' DE TOP /�\ // // // // / // // // // /� // x 16"WIDE CONC. FOOTING \�� \ \' \ \\ \\ \\ \\\\\/�\\/�\\/�\\ \\ \\ \\ \\ \\ \\ \\ \\\ ',\\ \\ \\ \\ \\ \\ \\ \\/�\\/�\\/i\\ \\ \\ \\ \\ \\ \\ \\ \\ /\\ REINFORCED w/(3)#4 REBAR. (TYP.) V / \// \ \ /'j / \/\ P.C. SLAB WITH 6X6 /\ W 1.4 X W 1.4 WW \/� �j/ / / / / DRAWN BY:KS DATE: 10lO.A.24 SCALE:A30TEDV-10" DRAWING SHEET NAME: SECTION DRAWING SHEET NO: SECTION 2 SECTION 1 SCALE: 3/8" = I-O" SCALE: 3/8" = I'0" ARCHITECTS: WIND-BORNE DEBRIS PROTECTION FOR OPENINGS STRUCTURAL_ REVIEW BY STEVF MARESCA, PE SAMUELS+88 07 FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS � I WEST MONTAUK HIGHWAY, f-� AMPTCN BAYS, NY 11946 KII ( MAXIMUM MEAN ROOF HEIGHT: 35') ---SIMPSON LSTA-20GAGE PHONE 631 72.8 9480 RIDGE STRAP-ALL ROOF RAFTERS STEELMAINI 2 x 6 TIE @ EACH RAFTER USE/OCCUPANCY IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA.ICE SHIELD UNDERLAYMENT NON - HABITABLE ACCESSORY ADDRESS: REQUIRED-24"FROM EDGESHUTTER ASSEMBLY DESIGN IN ACCORDANCE WITH AMERICAN 25235 MAIN ROAD FOREST PRODUC S WOOD FRAME CUTCHOGUENY11935 N.T.S. CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE FOR PANEL SPANS: 0 <4'0 WIDE SPAN / 23/32" (3/4")APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD HEIGHT PRESCRIPTIVE M E TF I 0 D 631-734-6405 (OVERLAP AROUND OPENINGS 4") \� ALTERNATE POSITION OF r v HURRICANE CLIP USE 3 5 -- O MAXIMUM CONSULTANTS: ASSEMBLY: SIMPSON H3 GROUND SNOW LOAD - 45 PSF. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ FIRST LEVEL - 40 PSF. L.L. #10x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL LIVING AREAS - 40 PSF. L.L. WOOD SCREW @ 16" O.C. SIMPSON H2 HURRICANE BEDROOMS - 30 PSF. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED.FROM #10 TEE NUTS ATTACHED TO BLDG. w/#10x1-1/2 (WI WASHERS) RAFTER TO STUD.- FIRE AREA WIND SPEED - 120 MPH TYPICAL ALL RAFTERS MACHINE BOLT @ 12" O.C. 5-8d NAILS EACH END RESIDENCE: 570 SF SEISMIC DESIGN CATEGORY - B OWNER: WEATHERING - SEVERE APA RATED PLYWOOD TO JOE MAZZA EXTEND TO TOP OF TOP PROVIDE 8d COMMON FROST LINE DEPTH - 36" 280 BASIN ROAD, SOUTHOLD PLATE. EXTERINAILS OR EDGE OF ALL -- TERMITE - MODERATE TO HEAVY NY 11971 SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES REVISIONS: CONSTRUCTION BUILDING PERMIT 10.15.24 ULTIPLE SECTION ASSEMBLY: 1/4"THICK BOLTS @ 2' OC GENERAL NOTES 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE BUILDING CODE,AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. PROJECT NAME: PLYWOOD SHEATHING CONSERVATION CODE,AND LOCAL AUTHORITIES. ------- ---- TO ov_R LAP BOX i 14. THIS STRUCTURE HAS BEEN DESIGNED IN Cr or a 0 BEAM.TOP+BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY SIMPSDN MST27 MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. 1 1/2"WIDE-20GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL METAL STRAP @48"OC. LARCH STRUCTURAL GRADE#2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. \ DOUBLE TOP 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE SHUTTER; ASSEMBLY STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL 2 x 6 @16"O.C. PLATE DESIGNED AND SPECIFIED BY OTHERS. N.T.S. STUDS - PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE FOR PANEL SPANS: 4' OR WIDER SPAN 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM or 0 FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") INSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP+NAIL STRAP VERIFIED BY CONTRACTOR(S) PRIOR TO START OF 2x4 STRONG-BACKS @ 24"OC AROUND SILL PLATE CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER, ATANCHORBOLT 4-8dNALS FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: SIMPSON MST27 BEARING CAPACITY OF TWO (2)TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10x3"(w/WASHERS) GALVINIZED OR 1 1/2"WIDE-20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT METAL STRAP @48"OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW @ 12" 0 C. _ o AND IN BASEMENT IF APPLICABLE POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ - NAIL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO 95/o ( ) #10x3"(w/WASHERS) GALVANIZED OR STAINLESS STEEL 8d NAILS@ 4'O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. WOOD SCREW @ 16"O.C. Z' 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2-#5 REBAR 2 x 6 SILL PLATE 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE #10 TEE NUTS ATTACHED TO BLDG. w/#10x1-1/2 (WI WASHERS) ACQ TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY BY NEW YORK STATE BUILDING CODE. MACHINE BOLT @ 12" O.C. SEE FOUNDATION DWG. \ MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING FOR DESIGN. -- " 5/8"x 12"A.B.@48"OC. 22. ANY ALTERATION, REPAIR,ADDITION OR CONVERSION TO Z wl FENDER WASHER. $. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT O W I N D OW�� - GLAZED OPENING -_-- PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE W HOUSE BE UPGRADED WITH HARD WIRED & U) PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. 9. PROVIDE FLASHING AT ALL ROOF BREAKS, o IN ACCORDANCE WITH LARGE MISSILE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. ASTM E 1996 AND OF ASTM 1886. AND DECKS ETC.. 23. THE NYS CODES ALSO APPLY TO ACCESSORY a 0)CONTRACTOR MAY USE WOOD STRUCTURAL PANELS PANELSOTO BE PREIN LIEU F THE CVE MENTNED WINDOWS.UT UT TO IITOOVER WINDOWS WITH HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD z ALIGN WITH WINDOW JACK POSTS , HEADER+ SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF z PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/NYSBC CHAPTER #2304.9.6 THIS CONSTRUCTION PROJECT. FEDERAL, STATE � O LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE m � SHALL BE THE RESPONSIBILITY OF THE ono O N " CONTRACTOR. U) PROJECT ADDRESS:1a - NAILING SCHEDULE FRAMING NOTES 280 BASIN ROAD, SOUTHOLD NY 11971 3 TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST & 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ` BETTER. o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. -- 0 - SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE. / h 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" 11. ALL INTERIOR AND EXTERIOR FINISHES FLASHING RAFTER TOP PLATE 3-8d TOE ) NAILED MIN. THICKNESS OR AS NOTED. �EREDARC 8<10 o CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR AND WATERPROOFING SHALL BE BY ARCHITECT. G�5 ENE JEANS --;' a a a a CEILING JOIST/PARALLEL RAFTER 7-16d (FACE NAILED) EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE t a CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE A, c� N - NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO"OR APPROVED EQUAL. FOR :; ;: :\_ COLLAR TIE/P,AF\R 2-8d (ea. end 1-1/4" strap) GA13LE ROOFS - > ' BLOCKING RAFTER 2-8d T NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE o � o (TOE 0<,10 4. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED RIM BOARD/RAFTER 2 16d (END NAILED) WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER a a o TOP PLATE/TOP PLATE 2-16d (FACE NAILED; TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. S'T,9T 04436 -- TOP PLATE AT INTERSECTIONS 4-16d (FACED NAI'._ED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. FOFNE�� - � a / lhq STUD/STUD 2-16d (FACE NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA ---- --' 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL -- HEADER/HEADER 16d (FACE NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 10< 0<45 o TOP or BOTTOM PLATE/STUD 2-16d (END NAJLED) @ 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR DRAWN BY: KS HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED o BOTTOM PLATE/FLOOR JOIST 2-16d (FACE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB DATE: io$OA.24 --A- ___ �a� �a� JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAJLED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND I -__h_ RIDGING/JO�ST 2-8d ( stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" SCALE:A31IIMTEDV -O�� GABLE ROOFS BOCK NG/0 ST 2 8d ( OE NAILED) 0 0 BLOCKING SI'-L orTOP PLATE 3-16d TOE NAILED 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR DRAWING SHEET NAME: 0 0 10< fl<45 / ( ) PERIMETERS. HANDLING, STORAGE,AND ERECTION OF 10< O<.,30 LEDGER STR P/BEAM 3-16d (FACE NAIL1ED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS a, -- - ATHIGPROVI PRESSUREZON 8d COMMON NAILS6"O.C. C. BAND JOIST OJOIST/JOEST BEAM 3 3-16d0(END NAI'IED) STRUCTURAL AT HIGH PRESSURE ZONE-6"O.C. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. HIP ROOFS AT INTERIOR PORTIONS OF ROOF TYP. WITH RATED GALVANIZED METAL CONNECTORS BY �D o BAND JOIST/SILL or TOP PLATE 2-16d (TOE NAV_ED) 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 10< o<�o PLYWOOD ROOF DECKING 8d @4" O.C. EDGES, @8" O.C. FIELD "TECO"OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @ 12"O.C.. STRIP SHEATHING 8d (ONE/RAFTER) 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PROVIDE8dNAILS@4"O.C.ATPERIMETERINTERIOR PLYWOOD WALL SHEATHING 8d @4" O.C. EDGES, @8" O.C. FIELD BUILDING CODE ASAMINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO PORTIONS OF PANELS IN HIGH PRESSURE ZONES. DRAWING SHEET NO: NOTE:a =4 FT.IN ALL CASES PLYWOOD SUBFLOOR DECKING 8d @6" O.C. EDGES, @12" O.C. FIELD SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. A�400000