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Home My WebLink About49289-Z ~o��OF SOUJ�O`G Town of Southold * * P.O. Box 1179 0 53095 Main Rd 00 tm ' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45970 Date: 02/11/2025 THIS CERTIFIES that the building ALTERATION Location of Property: 25500 Route 25 Orient, NY 11957 Sec/Block/Lot: 18.-6-10 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/20/2023 Pursuant to which Building Permit No. 49289 , and dated: 05/22/2023 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" alterations to existing single-family dwelling including a wine room in basement as applied for. The certificate is issued to: Alexander Sutton , Tracy Sutton Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49289 02/11/2025 PLUMBERS CERTIFICATION: Jack Gismondi 11/20/2024 oriz d Signature I �soFFot�-�v TOWN OF SOUTHOLD moo- BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • o�� 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#: 49289 Date: 5/22/2023 Permission is hereby granted to: Sutton,.Alexander 26500 Route 25 Orient, NY 11957 To: legalize "as built" alterations to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 25500 Route 25, Orient SCTM #473889 Sec/Block/Lot# 18.-6-10 Pursuant to application dated 4/20/2023 and approved by the Building Inspector. To expire on 11/2012024. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $731.20 CO-ALTERATION TO DWELLING $50.00 Total: $781.20 Building Inspector pF SOUTy�! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviinAtown.southold.ny.us Southold,NY 11971-0959 O BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Alexander Sutton Address: 25500 Rt 25 city,Orient st: NY zip: 11957 Building Permit#: 49289 Section: 18 Block: 6 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Paul Burns Electrical License No: 3897ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 14 Ceiling Fixtures 4 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 7 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 16 CO Detectors 1 Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt G8S Emergency Strobe Heat Detectors Disconnect Switches 21 4'LED Exit Fixtures Sump Pump Other Equipment: Gas F.P., W/D, Floor Heat Notes: Bedroom/ Bath & Hall Powder Room First Floor Inspector Signature: Date: September 26, 2024 25500RT25Bed roomElectrical Town Hall Annex Amy►® Telephone(631) 765-1802 54375 Main Road ti ® P. O. Box 1179 Southold, NY 11971-0959 ' �r j a�! BUILDING DEPARTMENT TOWN OF SOUTHOLD NOV 2 0 2024 CERTIFICATION Date:- Z� 2 Building Permit No. Owner: E'Ul & :d (Please print) Plumber: �uG 4/� s 1c_vtcLje ivc (Please print) I certify that the solder used in the water supply system contains s t an 2/10 of 1% lead. I p (Plumbers Signature) Sworn to before me this day of N-Dye- Y1 20QLU Notary Public, County CONNIE D.BUNCH Notary Public,State of No.01 BU6185050w York Quallf led In Suffolk County ,n Commlr�glon Explroa April 14,U_2 pF SOUr��l Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-09.59 rl � BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Alexander Sutton Address: 25500 Rt 25 City: Orient St: NY Zip: 11957 Building Permit#: 49289 Section: 18 Block: 6 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Homeowner License No: SITE DETAILS Office Use Only Indoor Basement r Service F Solar F Outdoor 1- 1st Floor 1 Pool r Spa 17- Renovation 2nd Floor Hot Tub r Generator r Survey 1- Attic r Garage Battery Storage r INVENTORY Service 1 ph 177, Heat Duplec Recpt 2 Ceiling Fixtures Bath Exhaust Fan Service 3 ph F Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO 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 4'LED Exit Fixtures Other Equipment: Notes: Wine Room In Basement Inspector Signature: X Date: December 17, 2024 Sean Devlin Electrical Inspector sean.devlina-town.southold.ny.us 25500Main Rd W inerm Electric ho�a0f SOUlyolo * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM RKS: (l�tmt DATE 3CY{[� INSPECTOR 0FS0UTyO� �q � v �5!500 ow A e& . # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ]-INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]. FIREPLACE & CHIMNEY j ] FIRE SAFETY INSPECTION [ "] FIRE RESISTANT CONSTRUCTION [ ] FIRE.RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL. REMARKS: ------------ DATE C0 -INSPECTOR � OF 50Ulya� LH # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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: Vl`�V ["wk0" o/ DATE 5W-,2 7' INSPECTOR OF SOUIyOIo /J �� i 0 # TOWN,OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ]-.FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [: ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r� C,- DATE Z2-y INSPECTOR OF SOGIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. coo 631-765-1802 INSPECTION -- FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATIOWCAULKING [ ] FRAMING/STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ]` FIRE-RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) . [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM R ;: - DATE INSPECTOR OE SOUlyOlo �. r l 4ZI5 5co # # TO ' N O SOUTHOLD BUILDING DE T. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ .] FINAL [ ] FIREPLACE & CHIMNEY . . [ ] FIRE SAFETY INSPECTION" [ .] FIRE:RESISTANT CONSTRUCTION [. ']..'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ . ] PRE C/O . [ ] RENTAL REMARKS: \ ! � G r V V -_� Lo&pcgr DATE I aZ r2- - INSPECTOR w y � .w� ob � 1/��►-�-��- # TOWN OF OUTHOLU BUILDING,DEPT. ^outm, 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 r REMARKS: j , <% DATE INSPECTOR.._,,,_ FIELD INSPECTION REPORT DATE COMMENTS A FOUNDATION (1ST) ►■ H -------------------------------- 'FOUNDATION (2ND) t� � ov ✓ f G N o Mm ' o ROUGH FRAMING& �y PLUMBING �� WiNe1�� . r t� INSULATION PER N.Y. H STATE ENERGY CODE i Il t • 'I r5 b FINAL � - u p ADDITIONAL COMMENTS ' O Wit 10ILA Z 1 b H C N b H o�SUFFocK�oo TOWN OF SOUTHOLD—BUILDING DEPARTMENT y� y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownnygov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D PERMIT NO. Building Inspector: MAY d& %)-);4 Applications and.forms must.be filled out in their entirety Incomplete ll}EPl applications will not be accepted. Where the Applicant is not the owner,an T0ft0FM*jA&D Owner's Authorization form(Page 2)shall be completed. Date:05/04/23 OWNER(S)OF PROPERTY: Name:Tracy & Alex Sutton SCTM#1000-18-6-10 Project Address:25500 Main Road Orient NY 11957 Phone#:516-526-6265 Email:tracsutt5@gmail.com Mailing Address:25500 Main Road Orient NY 11957 CONTACT PERSON: Name:Michelle Sarabia, AMP Architecture Mailing Address:PO BOX 152, Mattituck, N.Y. 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo, AMP Architecture Mailing Address:PO BOX , Mattituck, N.Y. 11952 Phone#:631-603-9092 Email^aportillo@amparchitect.�com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition base- ►ev+ Estimated Cost of Project: 00therinterior renovation of master bedroom, master bathroom, and $ Will the lot be re-graded? ❑Yes ■❑No Will excess fill be removed from premises? ❑Yes WNo 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:ReSidential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential this property? ❑Yes ■❑No IF YES, PROVIDE A COPY. 9 Check Box After,Reading: The owner/contractor/design.professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE,to the Building Department for the-issuance,of a Building Permit pursuant to.the Building.Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations.and-to admit authorized inspectors on premises and in building(s)for necessary inspections.false statements made herein are punishable as a Class A misdemeanor,pursuant to Section 210.45 of the New York State Penal Law. Mi helle Sarabia, AMP Architecture Application Submi d By p in ■DAuthorized Agent ❑Owner Signature of Appll ant: Date: STATE OF NEW YORK) S..S. COUNTYS OF �T�� ) Hichl1vsmbia 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 , 20da N,,tarypub is g(ATE pF,, Deborah Odovi;sld j 't+�_ Notary Public,State of New'foeA * PUBLIC * No.01OR6290392 PROPERTY OWNER AUTHORIZATI011 . ...... ,, Qualired;nsuffoll:cot► , '4M1110211110" Commission Expitea 05/13/20 (Where the applicant is not the owner) Tracy M. Sutton 25500 Main Road, Orient, NY. 11957 I, residing at do hereby authorize Michelle Sarabia to apply on my behalf to the Town of Southold Building Department for approval as described herein. Y�, ►��.�.�.I� Ma 5, 2023 Owner's Signature Date Tracy M. Sutton Print Owner's Name 2 �o�SUFFQIx�o�� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 1 1 971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.soLitholdtownny_gov Date Received APPLICATI FOR BUILDING PERMIT Fo Office Use Only ® IF C I9 II IV/ PERMIT NO. ilding Inspector: Lo L j� q' �l1 `Applicatibns and forms_must:be,filled out i thei,'r,entlretq Incomplete pprlicat ons will not be accepted: Where t Applicant is not the owner,an aUILOIN(;I)EPT ,'Owner s Authorization"form(Page 2)shall b completed �WN��S®U7�IOLD Date:April 30, 2023 -OWNER(S)OF PROPERTY k, Name:Alexander and Tracy_Sutton SCTM# 1000-473889 Project Address:25500 Main Road, Orient,_NY 11957 Phone#:5163803301 _.. . Email:iiwac@pplqnjine.net Mailing Address:25500 Main Road, Orient, N 11957 C, IN A CT PERSON O Name:Tracy Sutton Mailing Address:25500 Main Road Orient NY 119 7 Phone#:516-526-6265 Ema'ktracs t5.@gmpil.com ESIGN'PROFESSIONALINFORMATION. D Name:Tracy Sutton r Mailing Addess _ _ ,, :, 25500 Main Road, Orient,-,NY 11957 Phone#:516 526-6265 Email tracsu t5@gmail.com ONTRQCTOR iNFORMATIQN: r Name:Alex Sutton Mailing Address:25500 Main Road, Orient, NY 11957 Phone#:51Y6-380-3301 -w _ ._.._. _ ___..._____w.-__.__.._._., Email:iiwac@optonli_ e.net DESCRIPTION�OF PROROSEDCONSTRUCTION ❑New Structure ❑Addition ❑Alteration ®Repair ❑Demolition Estim ted Cost of Project: ❑Other $5,00D Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from p mises? ❑Yes ®No 1 1, PROPERTY INFORMATION'; Existing use of property:Residence with variance for B&B Intended use of property:Residence with variance for B&B Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 51No IF YES, PROVIDE A COPY. B Checic Box After Reading: ;The owner/contracto"r/design'professional is responsible for alFdrairiage and storm water issues as provided by Chapter,236'of the Towh,Code. APPLICATION IS HEREBY MADE to`;the Building,Department for the issuance ofCa;Building,Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws;ordinances or,Regulations,for the construction of buildings, additions,alteration's or for;removal•:or'demolition as here,inAescribed.The applicant agrees to comply'with;allapplicable laws,;ordinances,building code;^ ,housing code and:regulations,and to,admit.authorized inspectors on premises'and in building(s)for necessary,inspections,False statements made herein are punishable as a Class A misdemeanor pursuant to.'Section210.45 of'the New-Yor'k State Penal Law. Application Submitte rint name): r Cy SUttO ❑Authorized Agent ®Owner Signature of ApplicaiTt: Date: , 2023 STATE OF NEW YORK) SS: COUNTY OF 5VP1Z 1- k ) 7eA-c`/ Sv T 7-bi✓ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (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 knowled e sjnjb li f- that the work will be performed in the manner set forth in the application file therewit CAROLINE MMACARTHUR Notary Public-State of New York No.01MA6384635 Sworn before me this Qualified in Suffolk County My Commission Expires Dec 17,2026 1 day of HAV , 20 25 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date . Print Owner's Name 2 I1- av� " EI n��BUILDING DTPO RT OF SOUTHOLDaI ins—Actor ctor v �.a I = Town Hall Annex - 5437 ain Road O Box 1179 u Southold, New Yor 9 Telephone (63.1) 765-1802 - FAX (631) 7 - 02 � rogerr(c- southoldtownny.gov — seand(c�southoldtownny.gov APPLCCATI N FOR ELECTRICAL INSPECTION, ELECTRICIAN INFORMATION (All Information Required) Date: 4/30/2023 Company Name: None Name: Alexander Sutton License No.: Owner email: iiwac@optonline.net Address:. 25500 Main Road, Orient,NY 11957 Phone No.: 516-380-3301 JOB SITE INFORMATION (All Information Required) Name: The Inn at Orient Address: 25500 Main Road, Orient,NY 11957 Cross Street: Platts Road Phone No.: 516-526-6265' Bldg.Permit#: email: tracsutt5@gmail.com Tax Map District: 1000 Section: i8 Block: 6 Lot: 10 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Install new electrical equipment in new basement wine cellar.Electrical equipment to include overhead lights,a switch and outlets. ice Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N -Additional Information:'. PAYMENT DUE WITH APPLICATION ,,I ' 6L�-('l Request for Inspection FormAs 1yo ]' I 0 L� � pg�fEO� `,O E BUILDIN P -Electri �O Gy �q 11 ��?? ' OWN OF SOUTHOLD o APR ToVvn2�la�I Annex- 54375 Main Road - PO Box 1179 .o • Southold, New York 11971-0959 y0 apt lss[idtngToldtownny.gov (631) 765-1802 - FAX (631) 765-9502 T j`a�n�e'sh�tc sou - seand0-southold1ownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 4/10/2024 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul R Burns Jr License No.: 3897ME Elec. email:pburns1106@gamil.com Elec. Phone No: 631-365-4735 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 106 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Sutton Address: 25500 Main Rd Orient Cross Street: Hales Rd Phone No.: Bldg.Permit#: 49289 email: Tax Map District: 1000 Section: r Block: Lot: d BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wire bedroom and bathroom remodel Square Footage: 1400 Circle All That Apply: Is job ready for inspection?: YES❑NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES FV-1 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❑Underground[]Overhead #Underground Laterals[-]I 2 H Frame Pole Work done on Service? El Y N Additional Information: PAYMENT DUE WITH APPLICATION PW ,• ` UFFdJ�t ` `� BUILDIN PARTMENT-Electrical Inspector ev, x�l 1 2{�� OWN OF SOUTHOLD, APR { I : flown Q1 An - 54375 Main Road - PO Box 1179, Southold, New York 11971-0959 B, i� 4-(631) 765-1802 - FAX (631) 765-9502 ti'y^kF� t T�'t`i�'t'n�e'sti`a(�sou oidtownny.00v— seandasoutholdtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 4/10/2024 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul R Burns Jr License No.: 3897ME Elec. email:pburns1106@gamil.com Elec. Phone No: 631-365-4735 211 request an email copy of Certificate of Compliance Elec. Address.: PO Box 106 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Sutton Address: 25500 Main Rd Orient Cross Street: Hales Rd Phone No.: Bldg.Permit#: 49289 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wire bedroom and bathroom remodel Square Footage: 400 Circle All That Apply: Is job ready for inspection?: YES❑NO 0 Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 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[]Underground❑Overhead #Underground Laterals ' 1 2 H Frame Pole Work done on Service? F1 Y N . Additional-Information: l PAYMENT DUE WITH APPLICATION n �O PERMIT# Address: Switches Outlets C GFI's Surface Sconces I�� H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments # 1� �� BUILDING DEP RTMENT- �lectn�al insp ctor ! b lrx;; TO OF SOUTHOLD 'l =� Town Hall Annex - 5437 ain Road - O Box 1179 Southold, New York - 9 Telephone (631) 765-1802 - FAX (631) 7 - _2 rogerrCcrWuthoidtownnygov — seandP-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Inf6rmation Required) Date: 4/30/2023 Company Name: None Name: Alexander Sutton License No.: Owner email: iiwac@optonline.net Address: 25500 Main Road, Orient,NY 11957 Phone No.: 516-380-3301 JOB SITE INFORMATION (All Information Required) Name: The Inn at Orient Address: 25500 Main Road, Orient,NY 11957 Cross Street: Platts Road Phone No.: 516-526-6265- Bldg.Permit#: - email: tracsutt5@gmail.com Tax Map District,. 1000 Section: 18 . Block: 6 Lot: to BRIEF DESCRIPTION OF WORK (Please Print-Clearly)' Install new electrical equipment in new basement wine cellar.Electrical equipment to include overhead lights,a switchand outlets. Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO. Issued On. Temp Information: (All information required) Service Size 1 Ph 3 Ph . Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Formals pc, 10 qs7o PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's f I 1 ( I UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC A Hood Blower Service Amps Have Used Sub Amps Have Used Comments BOARD MEMBERS 0�SOU Southold Town Hall Leslie Kanes Weisman,Chairperson �� Tip® 53095 Main Road•P.O. Box 1179 V Patricia Acampora Southold,NY 11971-0959 �® �® Eric Dantes Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) ®loco INTy, Southold,NY 11971 RECEIVED http://southoldtownny.gov Ji" G °2 ZONING BOARD OF APPEALS 0 CT 2 3 2023 TOWN OF SOUTHOLD &Z-0 XnojM� Tel. (631)765-1809 Sout old Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 19,2023 ZBA FILE: #7831 NAME OF APPLICANT: Tracy and Alexander Sutton PROPERTY LOCATION: 25500 Main Road,Orient,NY SCTM: 1000-18-6-10 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property tinder consideration in this application and determines that this review falls under the Type II 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 to 23,and the Suffolk County Department of Planning issued its reply dated July I9,2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming,40,314 square feet, .93-acre irregular-shaped parcel located in the R-80 Zoning District measures 102.62 feet along Main Road a.k.a. State Route 25 then runs south 228.80 feet along a residentially developed lot to the east,then runs west 94.92 feet along developed agricultural lands,then continues north 65.20 feet,89.73 feet west and 181.22 feet north along the same agriculturally developed lands to the south and west. The lot is developed with a 3-story wood frame residential structure with a wrap-around covered first floor porch on the west, north and east sides, exterior emergency stairs from the 2nd floor located on the east side of the structure and rear, wooden deck on the southside of the residence. The site is accessed via a gravel,circular driveway from Main Road with a parking court on the eastern lot line and a brick patio on the eastside located behind a wooden pergola spanning the distance between the residence and the eastern lot-line. A shed is also located in the rear yard, all as shown on the survey prepared by John Minto, L.S.and dated March 10,2021. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-14 and the Building Inspector's June 28,2023 Notice of Disapproval based on an application for a permit to legalize"as built"alterations to convert to habitable space in the attic (third floor) of a single family dwelling, and to rescind a condition of a permitted Special Exception;at 1)as per condition#4 stipulated in Special Exception file#7527SE,dated September 16,2021 which states the third floor attic shall not be used as living-space by owner--nor-by-the-Bed-and-Breakfast guests and is to remain unheated and unconditioned for storage use,only; located at 25500 Main Road,Orient,NY.SCTM No. 1000-18-6-10. RELIEF REQUESTED: The applicant requests a variance for the use of a third-floor attic to be used as conditioned living space including a half-bathroom,two(2)storage rooms,an office room and two(2)closets,plus storage under Page 2,October 19,2023 #7831,Sutton SCTM No. 1000-18-6-10 the attic eaves by the property owner(no Bed and Breakfast guests)where a prior Zoning Board of Appeals decision (file#7527SE) limited the third-floor attic to remain unheated and unconditioned for storage use,only. ADDITIONAL INFORMATION: No member of the public or an immediate neighbor spoke in favor of or against this application. The subject parcel is the beneficiary of ZBA decision#7527se dated September 20,2021 granting permission for the applicant to operate a bed and breakfast with 5 guest rooms for the lodging and serving of breakfast to 10 casual, transient roomers. The subject parcel has a unique history as illustrated by the prior ZBA decision,#5307se dated February 13, 2002 granting permission for the applicant to operate a similar bed and breakfast. Improvements on the subject parcel are covered partially by an unclear Pre-Certificate of Occupancy which outlines the property's development from an estate farmhouse to a group residence known as Oysterponds Home for Adults(in operation from 1946 to the early 2000's)and its conversion back to a single-family residence w/non-habitable attic(3rd floor) in 2003. The 2003 decision, granting the Special Exception indicates, "there is a third floor with a small apartment probably used by the prior owners on a seasonal basis". There is NO record of any building permit converting the third-floor attic conversion to an apartment. Improvements on the subject parcel are covered by the following Certificate of Occupancy: #13110 dated January 4, 1985 covering an addition&kitchen alteration. #14946 dated October 3, 1986 covering installation of an elevator. #34880 dated March 25,2011 covering conversion of an adult home to a single-family dwelling And#5307se, use as a Bed and Breakfast #38084 dated February 3,2016 covering upgraded electric and lighting in kitchen. #42635 dated December 18, 2021 covering an `as-built' pergola addition to a single-family dwelling. #431 l 5 dated June 4, 2022 covering installation of replacement windows. #43650 dated December 3,2022 covering installation of an accessory in-ground swimming pool. #43784 dated January 25,2023 covering roof-mounted solar panels to a single-family dwelling. A STOP WORK ORDER,for construction without first obtaining a building permit was issued April 7, 2023 to the applicant.Two(2) complaints were filed on the property,after inspection, by Fire Marshall Fred Visser, both dated April 21,2023 for, 1. "Third floor being framed for an office, family room and what looks like a bedroom, additionally there is a bathroom roughed out, in the basement a wall was constructed and additional walls are framed out with new romex wiring, owner also admitted they are...." 2. "wiring electric through the house to replace old knob and tube electric." The file indicates that there are two(2)open building permits on the primary structure: #49289 dated May 22,2023 covering `legalizing' as-built alterations to an existing dwelling. #49288 dated May 22,2023 covering`legalizing' as-built generator. Throughout the application packet, in the applicant's handwriting, describing the variance request, the applicant states `convert existing attic to storage rooms, half-bath, and office/studio' OR `attic alteration', despite acknowledging the 2021 Special Exception condition#4, which stipulates: "the third-floor attic is not to be used as living space by the owner nor by the B&B guests and is to remain unheated and unconditioned,for storage use,only." The applicant provided rudimentary floor plans(first and second floor),without scale,labeled Al02 and A103 drawn by the-applicarit, Tracy"Sutton arid `stamped`by John F'Condon,-Licensed Professional Engineer, dated April 28, 2021 and a more detailed floor plan of proposed renovations to the non-habitable, third floor attic, labeled A101 drawn by the applicant,Tracy Sutton and`stamped' by John J. Condon, Licensed Professional Engineer, dated May 11,2023 for the variance relief sought in this application. Page 3,October 19,2023 97831,Sutton SCTM No. 1000-18-6-10 The applicant provided undated photos, taken after their ownership commenced, of the third floor attic illustrating finished conditions consisting of what appears to be a 1980-1990's style bathroom with molded fiberglass shower enclosure, a pedestal sink and commode, sheetrock walls and `peel `n stick' type tiling; sheetrock finished areas (visible tape cracking between joints),vaulted ceiling and rugged flooring consistent with modern, late 2011'Century finishes and a visible `steel' structural cable—a possible remanent of the original 191" century unfinished attic. In the same photo packet,the applicant provided images of excessive bird and insect intrusion into the framing of the exposed attic roof structure, with removed sheetrock that illustrates late 2011 century 2x4 construction, wiring, etc. In one photo the original `balloon' framing is visible with noticeably aged wood used in construction by contrast. The applicant provided a second packet of photos that illustrate the present condition,post demolition of the partition walls, with full attic roof structure exposed consistent with the original 1911' century `balloon framing' and floorboards. The applicant's agent argues that the original residential structure was built with a third floor, accessible from the main stairwell and integrated into the house's design with consistent materials used. The applicant,on their own and without a pennit, demolished all partition walls and all finish materials in contravention of stipulation #4 of the Special Exemption granted them in 2021 and as such it is virtually impossible to determine what the original, pre- 1957 condition of the third floor is or how it presently conforms to the Pre-Certificate of Occupancy,file#.Z-11669, dated May 16, 1983. As a result of the applicant's extensive interior work performed and demotion without the benefit of a building permit for interior renovations to a non-habitable,attic to be used for storage, it is probable that the Pre-Certificate of Occupancy, on the third floor, if it ever existed,'is extinguished. Members of the Zoning Board of Appeals performed an interior site inspection on September 27,2023. The applicant offered personal testimony that he(Alexander Sutton)without the benefit of a permit demolished the `as-built' improvements (most likely added by a prior owner in the late 20"' century) to the third-floor attic space indicating that he was unaware a permit was required and knowingly in conflict with the very decision (97527SE) that allowed the applicant to operate a bed and breakfast in their residence. The applicant also stated that they were unaware of any heat source on the third floor and that they presumed heat from the floors below radiated up to warm the space,although they did indicate a gas line was discovered during the demolition process; it is unknown what the gas line may have served or if it was ever even used., On October 6, 2023 the applicant's agent submitted to the Board a floor plan of the third-floor attic, drawn by the applicant, illustrating the condition prior to demolition,which included a central living area,a bathroom,a bedroom, an office/studio,and various closets. The document is undated, without scale and is not associated with any known Town of Southold document relative to the Pre-Certificate of Occupancy, acknowledging improvements built prior to Zoning, or any subsequent building permit or Certificate of Occupancy on the subject parcel. FINDINGS OF FACTI 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-S267-b(3)(b)(1). Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The exterior of the original residential structure, was built v at an unknow date,but approximately 1905 according to documents submitted,and certainly well before Zoning was established in Southold Town. In any case it,has existed in its established form without any expansion to the roofline and as such, is a recognized three-story structure. Allowing partial use of the third-floor attic area will not alter the Page 4,October 19,2023 #7831,Sutton SCTM No. 1000-18-6-10 community character in any way, as this structure has contributed to and partially defined the community character of Orient,NY. 2. Town Law&267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method,feasible for the applicant to pursue, other than an area variance. The applicant can convert an existing bedroom or other space in the residence to an office or construct an addition for more living space to meet the owner's needs. Alternatively, the applicant can obtain a permit to finish the basement, where according to the COMPLAINT#2023-1274 dated April 7, 2023 "a basement wall was constructed and additional walls are framed out with new Romex wiring..." versus seeking a building permit for the use of a third-floor attic. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 100%relief from the Code. However, the 2002 Zoning Board of Appeal's file, #5307SE conflicts with the Pre-Certificate of Occupancy,the 1966 ZBA file#990 decision and the 2021 ZBA file#7527 where there was no known finished space in the third-floor attic. 4. Town Law U67-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. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Furthermore, the applicant was aware of stipulation#4 in the Zoning Board of Appeals 2021 decision, file#7527 and could have challenged it within 30 days of its filing. The applicant did not, but instead, chose to alter the existing condition of the third-floor attic space, demolishing partition walls and installing new framing, electric service, and plumbing without the benefit of a permit. 6. Town Law 5267-b. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a third-floor attic office/studio,two(2)storage rooms,two(2)closets and under attic eave storage 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 267-13,motion was offered by Member Planamento,seconded by Member Dantes,and duly carried, to DENY as applied for and GRANT ALTERNATIVE RELIEF as follow_ s^The-applicant may'finish wit shee"t'rockandinsulater h hird-flaor attic space to include an office studio(measurti g 11.5 tfeef by.23.4 feet)_6i:the sole purpose of use by the resident/owner/bed and breakfast operator, partition closets and storage areas as shown on floor plan submitted with the application,drawn by the applicant, Tracy Sutton and signed by John J. Condon, PE, labeled A 101 and dated May 11, 2023. Before applying for a buildingpermit, the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final floor plan, stamped by a licensed professional designer, conforming to the alternative relief granted herein. The ZBA will forrvard_on_e set of approved, stampgd•drai ings to the-Building Department. - - -Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals SUBJECT TO THE FOLLOWING CONDITIONS: Page 5,October 19,2023 97831,Sutton SCTM No. 1000-18-6-10 1. The applicant all NOT`►nstall!plumbing or a half-bathroom on the third floor. The proposed 3`d floor half bath shall be used as a storage area or closet. 2. The building shall meet New York State Building Code relative to the use of a third floor and the applicant is to install afire suppression system �3' o slee'I ua,ers:are permitted;on he third floor. -No permane heat source orlconditioning_ofan�kind shall-be-permttte&6n tlte_thii-d floor . ,. —_ CS The,third�floor is on "for the peoperCy'o n� s'us�and at:no time-shallra�transient or Bed and Breakfast guest;ha cZesszto=it 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, wizen 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 APPROVALS) GRANTED HEREIN Please Read Carefully Any 4eviation 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 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 ftdure 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 approyed variance relief, and_ - - - - --require-a-newvariance application witli public hearing before the Board of Appeals Vote of the Board: Ayes:Members Planamento, Dantes, Acampora, Lehnert, Weisman. This Resolution was duly adopted(5-0). Page 6,October 19,2023 #7831,Sutton SCTM No. 1000-18-6-10 V ' jail Leslie Kanes Weisman, Chairperson Approved for filing /ej)0 /2023 i FILED: SUFFOLK COUNTY CLERK 10 30 2024 03_-._4_3__P_R INDEX NO. 628841/2023 NYSCEF DOC. NO. 20 Index NoECgffkp IH6aTF: 10/30/2024 SUPREME COURT OF THE STATE OF NEW YORK IAS/TRIAL PART 34-SUFFOLK COUNTY PRESENT: Mot Seq: 4001: MD; CDISPSJ HON.JOSEPH C. PASTORESSA MWED x In the Matter of the Application of Counsel for Petitioners: NX TRACY SUTTON and ALEXANDER SUTTON, William D. Moore �� M 51020 Main Road Petitioners, Southold, NY 11971 For a judgment under article 78 of the Civil Practice Counsel for Respondent: Law and Rules and for declaratory and injunctive Devitt Spellman Barrett,LLP relief 2150 Joshuas Path Suite 300 -against- Hauppauge, NY 11788 SOUTHOLD TOWN ZONING BOARD OF APPEALS, Respondent. x This CPLR article 78 proceeding concerns a variance application submitted by petitioners,Tracy Sutton and Alexander Sutton, regarding the premises at 25500 Main Road in Orient,New York. The premises consist of a three-story residential building that was used as a group home for several decades until the early 2000s.' In 2003, a prior owner of the premises applied for a special exception to operate them as a bed and breakfast. Respondent, Southold Town Zoning Board of Appeals (the ZBA), granted the application. As pertinent here,the ZBA noted that"[t]here is a third floor with a small apartment[,] probably used by the prior owners on a seasonal basis." The zoning regulations of the Town of Southold(the Town)do not allow livable space on the third floor of a building in the premises' zoning district(Southold Town Code art 280,attachment 3). Petitioners purchased the premises in 2021 and applied for a special exception to operate them as a bed and breakfast. At a hearing on the application,as relevant here, one of the ZBA's members"remind[ed] [petitioners] that the third floor is non-habitable space and it's not to be used for any guests or any other residential purposes it's an attic [sic]." Petitioners did not object or otherwise respond to this comment. The ZBA granted the application with certain conditions, ' The third floor is sometimes referred to, in both this decision and in the record, as an attic. 1 of 4 FILED: SUFFOLK COUNTY CLERK 10 30 2024 03 : 43 PH INDEX NO. 628841/2023 NYSCEF DOC. NO. 20 RECEIVED NYSCEF: 10/30/2024 Matter of Sutton v Southold Town "Zoning Bd. of Appeals Index No. 628841/2021 Page 2 one of which was that"[t]he third floor`attic' is not to be used as living space by the owner nor by B&B guests and is to remain unheated and unconditioned, for `storage' use only." Petitioners did not challenge this determination in a CPLR article 78 proceeding. To the contrary, they "begrudgingly accepted this condition." Petitioners thereafter began a renovation of the attic without a building permit,resulting in a 2023 stop work order from the Town Building Department. Petitioners then applied for a building permit, which was denied. Petitioners then applied for an area variance to convert the third floor of the premises to conditioned living space including a bathroom, storage space, an office, and two closets. After a public hearing, the ZBA denied the application and granted alternative relief allowing petitioners to renovate the third floor into an office/studio,closets, and storage areas. The alternative relief was subject to the conditions that petitioners"shall NOT install plumbing or a half-bathroom on the third floor," that petitioners conform to the New York State Building Code and install a fire suppression system on the third floor, that there be no sleeping quarters on the third floor, that there be no permanent heat source or air conditioning on the third floor,and that bed and breakfast guests not have access to the third floor. The ZBA noted that petitioners wanted to convert the attic to living space despite the condition in the 2021 special exception permit that the attic could not be used as living space and was to remain as storage space. The ZBA then analyzed the factors enunciated in Town Law § 267-b(3) (b)for the determination of area variances. The ZBA stated that there would be no undesirable change in the character of the neighborhood or to nearby properties. It explained that petitioners had an alternative method to obtain office space by converting an existing bedroom or other space or by obtaining a permit to finish the basement. The ZBA decided that the variance was "mathematically substantial,representing 100% relief from the Code,"and that no evidence suggests a negative impact on the neighborhood's physical or environmental conditions. It held that petitioners' "difficulty has been self-created"because they purchased the premises with actual or constructive knowledge of the zoning regulations then in effect and were aware of the conditions in the 2021 special exception permit, which they never challenged in a CPLR article 78 proceeding. Petitioners then commenced this CPLR article 78 proceeding,contending that the ZBA's 2023 determination was arbitrary, capricious, and affected by an error of law. They claim that the premises contain a nonconforming building, and that renovation of the third floor to residential use is a conforming use that is lawful under Southold Town Code § 280-122. Petitioners further allege that the ZBA's variance analysis was arbitrary and capricious because it was irrational to order the installation of a fire suppression system while also barring a bathroom on the third floor, it was unreasonable to suggest that petitioners could convert a bedroom to office space, and respondent violated section 280-122. Petitioners do not posit that using the 2 of 4 FILED: SUFFOLK COUNTY CLERK 10 30 2024 03 : 43 PH INDEX NO. 628841/2023 NYSCEF DOC. NO. 20 RECEIVED NYSCEF: 10/30/2024 Matter of Sutton v Southold Town Zoning Bd. of Appeals Index No. 628841/2021 Page 3 third floor space for residential use is a pre-existing nonconforming use. "In a proceeding pursuant to CPLR article 78 to review a determination of a zoning board of appeals,judicial review is limited to ascertaining whether the action was illegal, arbitrary and capricious, or an abuse of discretion"(Matter of Sid Jacobson Jewish Community Cir.,Inc. v Zoning Bd of Appeals of the Inc. Irl. of Brookville, 192 AD3d 693, 694 [quotation marks and citations omitted];see Matter of Andes v Zoning Bd of Appeals of the Town of Riverhead,217 AD3d 671). "An action is arbitrary and capricious when it is taken without sound basis in reason or regard to the facts"(Matter of Peckham v Calogero, 12 NY3d 424,431;see Matter of Pell v Board of Educ. of Union Free School Dist. No. I of Towns of Scarsdale& Mamaroneck, Westchester County, 34 NY2d 222). When a rational basis exists for a zoning board of appeals determination,"a court may not substitute its own judgment for that of the board, even if such a contrary determination is itself supported by the record"(Matter of Labate v DeChance, 189 AD3d 838, 840[quotation marks and citations omitted];see Matter of Margulies v Tows: of Ramapo, 226 AD3d 783). A court"may not weigh the evidence or reject the choice made by the zoning board where the evidence is conflicting and room for choice exists"(Matter of C&B Realty#3,LLC v Van Loan, 208 AD3d 778, 780 [quotation marks and citations omitted];see Matter of Andes,217 AD3d 671). In addition, "the principles ofres judicata and collateral estoppel apply to quasi-judicial determinations of administrative agencies, such as zoning boards, and preclude the relitigation of issues previously litigated on the merits" (Matter of Voutsinas v Schenone, 166 AD3d 634, 636 [quotation marks, citations, and alterations omitted]; see Matter of Calapai v Zoning Bd. of Appeals of Vil. of Babylon,57 AD3d 987). In its 2021 determination, the ZBA granted petitioners' application for a special exception,with a condition that"[t]he third floor `attic' is not to be used as living space by the owner nor by B&B guests and is to remain unheated and unconditioned, fdr`storage' use only." That condition, which petitioners opted not to challenge in a CPLR article 78 proceeding or otherwise, must be given preclusive effect(see Matter of Kogel v Zoning Bd. of Appeals of Town of Huntington, 58 AD3d 630, !v denied 13 NY3d 701; Town of Wallkill v Lachmann, 27 AD3d 724). Thus, the challenged portions of the ZBA's 2023 determination, which all concern the use of the third floor as living space in violation of the 2021 condition, were not irrational. Petitioners' claims fail even in the absence of the 2021 determination. They argue that although the building is non-conforming,the use of the third floor as residential space conforms with the Town's zoning regulations,and the alterations are therefore permissible under Southold Town Code § 280-122. That section provides that"[n]othing in this article shall be deemed to prevent the alteration or enlargement of a nonconforming building containing a conforming use, provided that such action does not create any new nonconformance or increase the degree of nonconformance with regard to the regulations pertaining to such buildings." Petitioners' argument that the alterations were conforming and permissible under this section was not preserved before the ZBA and cannot be considered (see Matter of Bray v Town of Yorktown 3 cf 4 FILED: SUFFOLK COUNTY, CLERK 10 30 2024 03 :43 P INDEX NO. 628841/2023 NYSCEF DOC. NO. 20 RECEIVED NYSCEF: 10/30/2024 Matter of Sutton v Southold Town Zoning Bd. of Appeals Index No. 628841/2021 Page 4 Zoning Bd. of Appeals, 151 AD3d 720; Matter ofBlanchfeeld v Town ofHoosick, 149 AD3d 1380; Matter of Kearney v Village of Cold Spring Zoning Bd. of Appeals, 83 AD3d 711). In any event, and contrary to their argument that the alterations were conforming,petitioners' variance application stated that"the relief requested will simply allow the third floor to have a current CO for work that was pre-existing and non-conforming"(emphasis added). And in Appendix B (Short Environmental Assessment Form)to the application, when asked"[i]s the proposed action . . . [a] permitted use under the zoning regulations?", petitioners checked"NO." The ZBA's determination, which analyzed the statutory factors in Town Law § 267-b, was otherwise rational(see Matter of Patrick v Zoning Bd. of Appeals of Vil. of Russell Gardens, 130 AD3d 741;Matter of John Hatgis,LLC v DeChance, 126 AD3d 702;Matter of Ram v Town of Islip, 21 AD3d 493). The Court notes that petitioners admitted at the hearing that they could convert a bedroom to office space. Thus, the petition is denied and the proceeding is dismissed. DATED: HO JOSEPH C. 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(2) 2"xb" STRUCTURAL � � POST FOR b" WALLS), U.O.N. _E( 09 W .WOOD FRAMO.RATED C L. p z O WHEN APPLICABLE) p CV I .cE W Y X :3 CV FOUNDATION PLAN NOTES 0O m Z C4 NEW UN-REINFORCED P. GONG. SLAB C N O CDN O I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON Q O CL 2. b MIL POLY VAPOR BARRIER UPON OEXTERIOR CRAWL SPACE ACCESS: I. 26"x2l" OPENING IN FOUNDATION WALL i ® EXTERIOR CRAWL SPACE ACCESS: I. 27"x21" OPENING IN FOUNDATION WALL i OCONCRETE PIER E PAD FOOTINEi: 3 I. PROVIDE 5.5" STEEL COLUMN. ONTO EXIST. FOUNDATION WALL INSTALL PER DETAIL #2,544 A-201.01 U EXIST. BLD6. FT6. (INNER EDGE) T -� T L 1 m U T III ii + ,- m III REMOVE d GAP Gi POURED CONCRETE AND STEEL REINFORCEMENT NOTES: EXIST. RADIATOR \_ U PIPES LEADIN6 TO ----�---- I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 2ND FLOOR r__________ EXIST. F.J. N FOUNDATIONS BY AN ANGLE OF 45" PROJECTED OUTWARD AND /r DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. F L � I 1 71 rl III V J 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION \ (� JI I!I II n EXIST. F.J. SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR W ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER ENCOUNTERED. 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. RELOCATE EXIST. I III 6 11 RADIATOR TO NEW �I \\ DEMOLITION NOTE: 4. ALL FOUNDATION WORK SHALL BE: 4000 P51 POURED CONCRETE AT LOCATION (5EE ��' PROVIDE SHORING AND SUPPORT TO ALL AFFECTED EXIST. CRAWL SPACE WALL IN-FILL PAGE A-102 FOR I I L STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT FOR OLD 2b DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 GOD NEW LOCATION)S. T=-—____- OF ANY DEMOLITION OR CONSTRUCTION. - ACCESS I �� 5. ALL REINFORCEMENT BARS SHALL_ BE DEFORMED CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE RELOCATE EXIST. ,� EX. UP COATED. RADIATOR PIPES TO EXTERIOR ------ �,I cV WALL AND PLUMB _ � L----_-_--_-_- I 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS TO 2ND FLOOR SHALL BE STAGGERED. - BEDROOM r RADIATOR 1 7. PROVIDE MECHANICAL DEVICES 1'O HOLD STEEL d HARDWARE IN PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, \ COVERAGES, AND PLUMBNE55. I OLi IvG CONTACT ARCHITECT \ 8. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WEIGHT IF POST TO 2ND II EXIST. F.J. 5 CONCRETE. FLOOR DROPPED II ' BM. (SUPPORTING RELOCATE EXIST. 2ND FLOOR GEILIN6) I II n RADIATOR PIPES — DISCOVERED WITHIN TO EXTERIOR GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE WALL // WALL r1'_O/2" - — 2'1262 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURIN5 OF 4'-7"—�`-3'-"fy.27- CONCRETE IN TEMPERATURES UNDER 450 F IF THAT TEMPERATURE _ �-- -_-__-_- __-_-_ HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. - s---- ---- - — LJ Z 2. SPECIFICITY OF CONCRETE DE516N MIX SHALL BE BY OTHERS. 0 DEMO EXIST. G.J. TO AND 2 N 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL REPLACE TO MATCH EXIST G.J. I ap CONFORM TO AGI 506. $ 515TER TO EXIST G.J. AT REST OF LIVING ROOM AREA, C7 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN&ROUND / GALL ARCHITECT TO VERIFY Z_ SURFACES. FROZEN GROUND MAYBE REMOVED OR HEATED TO G.J. SIZING I 3 Z TEMPERATURES WITHIN 10° F OF CONCRETE. O_ 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. EXIST. LIVING 0 0 REMOVE AS REQ'D. ROOM I I O ail b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE EXIST. BASEMENT H PERMITTED WHEN NECESSARY. (NO WORK) F- 'T. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER I z AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I I V V cn b. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. > e� N cf. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE I W PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 cv) It (ASTM 64C14/04114M, TYPES G AND E). N N 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GR055 SECTIONAL W N N a c) 04 AREAS EXCEED ONE SQUARE INCH. I O O O 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT EE EXPOSED TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS PROJECT: REACHED A COMPRESSIVE 57RENOTH OF L500 PSI. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. / � \ � BUTTON 501E BEARING CAPACITY NOTE: INTERIOR RENO. STRUCTURAL DESIGN OF FOOTIN65 A55UME5 A 501L BEARING CAPACITY OF 1.0 TON/S.F. 25500 MAIN ROAD J ORIENT, NY 11957 DRAWING TITLE: I I PROPOSED DEMOLITION PLANS PROPOSED FOUNDATION PLAN PAGE: PROPOSED FOUNDAT10N PLAN _10 0 ® 1 0 S.F. HAB17A5LE SFAr-,E; 1,240 S.F. OROSS AREA SCALE: 1/4" = 1'-0" DATE: 03/14/24 2 OF 5 FROFOSED DEMOLITION FLAN SCALE: 1/4" = 1'-0" 0� 4 r OENER ,L SNT" �50L EY : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a WOOD FRAME (L.O. 5TL. Q EXISTING TO REMAIN WHEN APPL I GABLE) LLUJ -----�-I NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J cu 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL CV WOOD FRAME (L.O. 57L. � POST FOR 4" WALLS 01) WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O O� POST FOR b" WALLS), U.O.N. _ 0 W NE 2-HR FIRE RATED aJ _ WOOD FRAME (L.O. 57'L. 0 O N z 0 WHEN APPLICABLE) CL Lr) �. C X = CV O O O ,-, FLOOR PLAN NOTES m NO O CD DOOR NOTE: TYPICAL BATHROOM NOTE: Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O4 I. WALL BOARD Q a O ON PLANS BY 'JELD-WEN' (OR ECUA.'_). I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ALL BATHROOMS ON PLANS BY 'THERMATRU' (OR EQUAL). 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 3.NOTE DOES NOT INDICATE EACH NEA DOOR TUB SURROUNDS PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 2. SHOWER FLOORS 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON Ld WALLS, U.O.N. 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT 0 5. INSTALL AS PER MANU SPEC.'s TOWARDS DRAIN) UPON Q b.PROVIDE (2) 2"xl0" HDR., U.O.N. 2.5. WATER PROOF MEMBRANE TO COVER SHOWER w EXIST. WOOD 1. SEE PACE 6-005 FOR ALL OTHER FRAMING FLOOR, WRAP DRAIN 4 ATLEAST W' UP WALLS > DECK ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 5'-O" 6- 3'-�2" 2'-lOy2" SMOKE DETECTOR / GO DETECTOR NOTES: NEW LAUNDRY CLOSET: U O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT O I. NEW WASH/DRY HOOK UP A 3 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 2•COORDINATE LAUND. ROOM 4 DOOR DIM.'s PROP. (2) q.5" 3 A /� HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. w/SIZE OF EQUIP. LVL HDR W 2.INTERCONNECTION BETWEEN NEW 4 EEXISTIN6 DEVICES 3.PROVIDE HOOK UPS AS REQ'S PER MANU. SHALL NOT BE REQUIRED WHERE EX]STIN6 ALARMS 4.WASHING MACHINE OUTLET BOX TO INCLUDE _ 105 -6 4-J ARE NOT INTERCONNECTED, AS PER NYS R314.4. 5. USE NOVATE DRYERJAGK LOW PROFILEHAMMER ARRESTORS 3.PROVIDE SMOKE/Co DETECTORS AS INDICATED, AND PER GENERAL ELECTRICAL NOTES ON PAGEWITH ROOF NECK FIXTURE IN ROOF OVER C-002. 4.SMOKE / GO DETECTORS TO MAINTAIN V MIN. NEW HALLWAY �cv HORIZONTAL SEPARATION FROM SU'OPLY/RETURN DUCTS DRYER EXHAUST NOTE: PROP. GAS" I NEW 5.5"4) FIREPLACE 5TL. COL. TO v 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. I. DUCT SHALL TERMINATE TO EXTERIOR A 5. INSTALL ALL AS PER MANU. SPEC.'s 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY INSERT FLUSH BM.; ; 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR OPENINGS 3 BARE ONTO J WALL -� IN COMPLIANCE WITH LOCAL CODE 3. DUCT SIZE AS PER MANU. FOUND. J L "I. UNITS TO BE COMPATIBLE WITH EXI°iTING HONEYWELL 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER w U) OATH. /1 CENTRAL STATION SYSTEM (INTEGRATED AND 5. TRAN51TION DUCTS SHALL NOT BE CONGEALED WITHIN V.I.F. EXIST. F.J. ORIENTATION CL6.) �+ HARDWIRED TO EXISTING CENTRAL STATION ALARM CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED To (CONTACT ARCHITECT IF FOUND OTHERWI5E) d SYSTEM) CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM FASTEN TO NEW FLUSH BM. w/SIMPSON LU525 HN&R. -j w SHALL BE LIMITED TO 51N&LE LENGTHS, NOT TO � m � WINDOW NOTE: EXCEED 8 FEET AND SHALL BE LISTED AND LABELED i� ❑ O3 I. ALL NEW WINDOWS 4 DOORS SHALL. BE ANDERSEN IN ACCORDANCE WITH UL 2158A. I-x w EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RI61D 6. CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). MODIFIED METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS INSTALL AS PER MANU. SPEC.'S. PROP. CASSETTE DUCTLESS BEDROOM - 2.NOTE DOES NOT INDICATE EACH NE;e1 WIND DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL OW PROPOSED; RUNNING IN THE DIRECTION AIR FLOW. EXHAUST MINI SPLIT SYSTEM;MODEL 520 S.F. m N tV SEE DESIGNATIONS 4 WINDOW SCHEDULE. SCREWS BLUERIDOE BMHH12Y2300 (OR Q v 3 3.FOR 5U55TITUTIONS, SEE NOTE #q 7 IN "GLASS WINDOWS , MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER EQUAL); I-TON, 12,000 BTUN RELOCATED NEW 5.5" _ AND DOORS" ON PACE 6-002. LOCATION TO THE WALL OR ROOF TERMINATION. THE RADIATOR 8 5TL. COL. TO ~ 4.ALL CASEMENT WINDOWS TO HAVE 5TRA16H7 ARM HINGE. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FLUSH B I 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH FEET FOR EACH 45" BEND AND 5 FEET FOR EACH q0° 2 b.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES A 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF NOT INCLUDE THE TRANSITION DUCT. PROP. 5WINGIN6, SLIDING, 4 BIFOLD DOORS 6.2. WITHIN 15" OF F.F. SM/GO BUILT-IN GAB. m 6.3. WITHIN 24" OF A DOOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE I2'-6" 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING O VENTILATION 15 NOT MET BY MEANS OF NATURAL 2 0 6.5. WITHIN TUB/SHOWER ENCLOSURES CIRCULATION THROU614 WINDOWS OR DOORS TO - F 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION BEARING WALL OATH. 1. SEE PAGE C-005 FOR FRAMING ELEMENTS AROUND 405.5.2.5; INSTALL AS PER MANU. SPECS NATURAL LIGHT VENTILATION z! A (HABITABLE SPACE) u z U GLG. 3 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (I) FAN IN WALL - POWDER ROOM VENT I (2) 2N10" HEADER U.D.N. (I) FAN IN CEILING - MASTER BATHROOM FOR-LA 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER FLOOR AREA 520 S.F. (IN-WALL) EX T. X z� NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS NEW PLUMBING FIXTURES: GL. X. DN w z_j LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN'72" O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. to S.F. _ _ S.F. REQ. S.F. PROV. �U r- VENT ABOVE 3 ABOVE GRADE OR THE ADJACENT SURFACE AT THE SEE ALSO PLUMBING GENERAL NOTES ON PACE 6-002. A BUILDING EXTERIOR. CJ LIGHTING;MIN. 890 ROF. �2) 2" I A tit 25.6 5.F. 42.1 S.F. NEW FLOOR: OF FLOOR AREA _ FLU H HD -2 EGRESS NOTE: O I. NEW y" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); VENTILATION;MIN. - b. " 0_0 - IN COMPLIANCE WITH NEW YORK STATE'_ BUILDING SCREW PERIMETER OF 5HEATHIN6 6" O.G. 4 12" O.G. 0 4% OF FLOOR AREA 12.8 S.F. 24.1 S.F. CODE, SECTION R310.2.1;THE FOLLON1146 MEANS OF INTERIOR. O, PROP. 101 g PROP. 104 O VE EGRESS SHALL BE FOLLOWED: 2. NEW FINISHED FLOOR PER H.O. SELECTION " Y �'O - . EXIST. 2"X8" F.J.HALLAA W NET CLEAR OFFNINS........... 5.7 S.F. m l GL 5 = I 48 S.F. NET CLEAR HEIGHT............... 24" MINIMUM q NEW TILE FLOOR: �. . ` $ z Y m I O.G. O I. NEW TILE FINISH (H.O. TO SELECT) UPON 102 PROP. MASTER ^gyp = Z � NET CLEAR WIDTH................. 20" MINIMUh1 BATHROOM w : 3 z 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON Q 6 `i 4, 6„ 2{-4" m q4 S.F. m �r a O 3. NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON PRO I O_w N W) m NOTES: R. 4 7 q o � o 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCRE ; I. VERIFY FINAL CEILING HEIGHT IN MASTER M o z BEDROOM/BATHROOM WITH HO ONCE DEMO I5 O SCREW PERIMETER OF 5HEATHIN6 6 O.G. 4 12 O.G. ® _ 103 O INTERIOR. 24 S.F. COMPLETE ' WALK-IN 6 I 2. ALL INTERIOR CASING SHOULD MATCH it in z OWNERS GOAT CLOSET IN HALLWAY O in _ 37 S.F. J tt1 O m 2 Z c.� 3. REPLACE EXIST. MOTION SENSOR FOR p MOUNTING IN MAIN BEDROOM AREA (NEEDS TO 7'-0" 5'-0" 5'-0" v v INTEGRATE WITH EXIST. CENTRAL STATION 3 ALARM 51(57EM) 1 �u N EXIST. 2"XIO" F.J. U M It 2511W X 20"0 016,10.0. TV X cN c4 VANITY LOCATION tV Lu N N ALL NEW WINDOWS SHALL BE ANDERSEN (400 SERIES - TILT WASH); INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING 4 (WALL TO ® Q o) 14 HAVE SOUND w O O 57RAPPINO DETAILS. z INSULATION) SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER FUR BATH PROJECT: WINDOW CHART CEILING DOWN EXIST. TO MATCH EGRESS HALLWAY EXIST. HOT. SUTTON ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT ABOVE THE TUB TAG TYPE MODEL # OPENING PROV. INTERIOR RENO. WIDTH REQ'D: 20' AMP' PER PER�NIT HEIGHT REO'D:24" UNIT L I DTH EIGHT TH H F&H p: 1 A (8) E .DOUBLE-HUNG TW2446 2'-b J" 4'-8 J" 2'-5 J" 4'-b g" 4.44 S.F. (I) 7.65 S.F. 4.3q S.F. EXIST OM ING 25500 MAIN ROAD ORIENT, NY 11957 DRAWING TITLE: DOOR SCHEDULE PROPOSED FIRST FLOOR PLAN DOOR MATERIAL TAG DESCRIPTION MANUFACTURER p -I FIRE NOTES WIDTH HEIGHT RATING K 45 MIN. RATED SELF-G1-05I NG PAGE: FIRST FLOOR -- -_--_ ---- :: �� r 101 SINGLE SWING JELM-WEN 2-1011 7:-O J • �I 2 OVER 3 PANELA-102m0i 7 L��II��_JIIJ �h 102 SINGLE SWING JELD-WEN 2'-4" 7'-O" • ' 2 OVER 3 PANEL 103 SINGLE SWING JELD-WEN 2'-4" 7'-O" • I� 2 OVER 3 PANEL DATE: 03/14/24 3 OF 5 104 SINGLE SWING JELD-WEN 2'-6" 7'-O" i� • h� 2 OVER 5 PANEL �J�II�1_7L___ 3 OVER 5 PANEL, ANDERSEN/ INDIVIDUAL PANES 105 FRENCH DOORS MARVIN 5'-O" 7'-O" • • NOT PLASTIC GRILL FROFOSED FIR57 FLOOR PLAN rsD A,Pun t � SCALE: 1/4" = 1'-0" I I ELEVATION NOTES i O TYPICAL SIDING: a I I. MATCH EXIST. SIDING AND INSTALL PATCH WORK Q IN NEGE55ARY LOCATIONS 'PER NEW WINDOW C LOCATIONS W 2. "TYVEK" HOUSE WRAP (OR EQUAL) .W_I (B 5. INSTALL ALL AS PER MANU. SPEG.'s (y 4. PROVIDE ALL NECESSARY 'TRIM FOR PROPER Q a., N INSTALLATION •— 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION O WALL O O TYPICAL 2"x4" 'AZEK (OR EQ)_ 2 I. PROVIDE AT ALL NEW WINDO,rUDOOR CASINO z L � 2. 5TYLE TO MATCH EXISTING O N z 0 a •co u) X :3 fV O 4-+ O 0 m z -- - ---- — - --------- ------ -_-- --- ---- ---- - a-' u) -- 4-J O ---- -- ----- ----- -- -------- ----- -- - - ----- --- - ¢ o a O - -------------------- --------- - I - - - _- - - ---- -- -- - - - - _- -- -- J I —_ -- - - -----__-_ if 4-j i ----- - -------- --- -- -- . -- - - - 77 - - -- -- _ --- - - -_ - n` 1 j L r j - — — - — — LUi I _ 1 0I I I I If u l I11 JI- -Ll-.Ijif I - 1 I I 0 I 1 A 0 0 i I t- Q I I I 3 L F _ u1 .., .. 105 `. I o- I T � � f - ' -- � r z z 1 _! o > Elul WEST ELEVATION (RIOHT SIDE) SOUTH ELEVATION (REAR) EAST ELEVATION (LEFT SIDE) Z 3 z o SCALE: 1/4" = P-O" SCALE: 1/4" = I'-O" SCALE: I/4 - I O !n - o o F w U w V z O O H U C) to ei N N N w N N a � 0 0 0 PROJECT: SUTTON INTERIOR RENO. 25500 MAIN ROAD ORIENT, NY 11957 DRAWING TITLE: EXIST. GI' X III TIMBER SILL PROPOSED EXTERIOR ELEVATIONS 81f— PLATE 211 II DESIGN DETAILS 01 II— I I II STEEL /2 5,45E PLATE BOLT COLUMN O �411 CONNECTION AS PER PAGE: 0 0 2/ A-201 .01 �} _ 5-I/2" O.D. SCH. 40 HOT DIP '2 ® 11. ® OAL\/. STL. COL. (ASTM PRO\/IDE i"D X a"' LONG 1 A125) AS PER PLAN WELDED TO PL. EPDXY BOLTS �-411 ;01 DATE: 03/14/24 4 OF 5 0 0 ( DRILL INTO FOUNDATION 8"x8"x3/8" THK. STL. BASE WALL ) 16 PL. _ (4) 1/2'I HOOKED ANCHOR BOLTS EMBEDDED INTO BOLT EXI TI NO SILL PLATE NOTE: III '> .� f: PIER MIN. 4" w/ O�ERS I ZED TO STONE WALL I . STEEL PL, TE TO BE 2 THICK 4;4 WASHER AN1D END NUT SETUP II II i If 2 COLUMN BASE PLATE DETAIL SILL PLATE DETAIL CONNECTION 4 PLATE DETAIL CONNECTION # '` A-201.01 „ _ A-201. _ � �� A-201.01 SCALE: 3 - I -O 01 SCALE: 3„ I -O SCALE: 5 = I -O„ l ; HOOD FMINO RIAL STANDARDS NOTES $ SPEC.,I F I GAT I ONS CARPENTRY I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb 875) UNLESS THE FROVISION5 OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE = OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS GONSTRUGTION DOCUMENT BINDER OTHERWISE NOTED. PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING I ITY TO READ ALL NOTES RE5PON51B L TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTORS , JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE OS ABOVE SCRATCH GOAT. MAINTAIN AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 8" MIN. FOUNDATION EXPOSURE. - GREATER STRUCTURAL SAFETY OR DURABILITY SUCH PRODUCT OR PROCEDUREV Q &ENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF TH15 DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNL.E55 (1) 2"xb" WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS L(THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 0 COUNCILS HOOD APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. APPLICABLE AS A DERIVED WORK). ® LLI J O 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 &ACE METAL JOI5T5 HANGERS BY "TECO" OR co ALL DIMENSIONS, CONDITIONS,AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL I-JO I5T5, S LUMBER, GLUED LAMINATED TIMBER, STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, Q ;�' N 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 3. ALL W PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR&RAPINGORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. RULES SPECIFIED IN I.I THROUGH I.B. O '- AND AUTHORITIES HAVING JURISDICTION.. •-- 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, T e , >: (D 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U•O•N• I z INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED OF THE OWNER/BUILDER BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY " O _O N -7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS .O U SHALL BE CLARIFIED WITH THE ARGHITEGT/EN&INEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE T 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR C X CV WITH THE WORK. INSIGNIA OF THE 6RADING AGENCY WHICH COMPLIES WITH THE _- r� _ _ - -- - O O O +-+ q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-9q. - INTERIOR RENO�ATI ON OF MASTER BEDROOM, MASTER a '•., m 5 6. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE :• O UNLESS APPROVED BY THE ARGHITEGT/EN6INEER. PT 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET BATHROOM AND PONDER ROOM ' ;` •- '`' , NO O cI3 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING 5GHEDULE THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED =�'k . ',, a a O 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY,SHEATHING IS OF 1/2" THICKNESS ON WALLS AND r BEFORE THE START OF FRAMING ROOF AND OS OF GDX GRADE,UNLF-55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. ELECTRICAL FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED INSPECTION REQUIRED � WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM V5055 _ _. 'ej STANDARD SPECIFICATION FOR E5TABLISHIN6 AND MONITORING q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE "{ 11. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS AP PR VED AS NOTE NAILING AS PER FASTENING SCHEDULE ON PAGE &-005 AND GLUED,U.O.N. DOCUMENT, THE GOVERNING BUILDING GORE AND ANY ADDITIONAL 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, (/ CERTIFICATES, CERT. OF OCCUPANCY 0'R COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE Q � a EVALUATION REPORT. DATE: B.P.# r` APPROVED EQUAL. COMPLY WITH ALL CODES OF II. THESE SET OF DRAWING5 ARE THE PROPERTY OF ANTHONY PORTILLO, RA AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF 5TORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES FEE: BY: NEW YORK STATE & TOWN CODE USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF NOTIFY BUILDING DEPARTMENT AT S a µ :J PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF AS REQUIRED AND CONDITIONS OF - - STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN,THE 765-1802 8 AM TO 4 PM FOR THE 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' GROSS BRACING AT JOISTS,STUDS,AND RAFTERS WHEN SPANS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FOLLOWING INSPECTIONS: `` ``_ RESPONSIBLE FOR DEVON INTENT ONLY. EXCEED 8'-O' AND AT EVERY 8-O . SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORT. 1. FOUNDATION TWO REQUIRED 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE FOR POURED CONCRETE S .- W�BOARD 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED " ' m SHALL KEEP PREMISES REASONABLY CLEAN AT ALL 6-005. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE 2. ROUGH - FRAMING & PLUMBING S ,ta- I 4_j 14. THE CONTRACTOR ALL STEES ? . - 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS ?`;' = TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 3. INSULATION RU6615H,WASTE MATERIALS,TOOLS, ETC:.,GLEAN 6LA55 AND LEAVE WORK SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE BROOM GLEAN. NECESSARY. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, 4. FINAL - CONSTRUCTION MUST 1-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURERS CODE EVALUATION REPORT. BE COMPLETE F :' C.O. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL ALL CONSTRUCTION SHALL MEET THE LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM REQUIREMENTS OF THE CODES OF NEW CCU PANCY OR AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB WALLBOARD, ASTM 05-1 SPECIFICATION FOR GYPSUM LATH,OR ASTM C7q YORK STATE. NOT RESPONSIBLE FOR I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A Ib" SPAN. SPECIFICATION FOR GYPSUM SHEATHING BOARD. DESIGN OR CONSTRUCTION ERRORS. USE IS UNLAWFUL d. THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER �I •r n COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE: NAILING AND STRAPPING 17 HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL LOG�TI OI `� MAP AS PER PAGE 6-003. MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF WITHOUT CERTIFICAT ' n l 1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. W ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD OF OCCUPANCY SCALE: NTS Q AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% CAPPER 1.8 STRUCTURAL PANELS: ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE IS ATTRIBUTABLE TO BODILY INJURY, 51(fKNE55, DISEASE OR DEATH OR TO CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND /� INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGER5,NAILS, 5CREW5, FLASHING, ANCHOR BOLTS, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY INSULATION FENESTRATION R �C�1 I R M I `I TS ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR WHOLE OR IN PART BY ANY NEOLI&ENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE CODE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EVALUATION REPORTS. (�-®® I ,®® PROJECT LOCATION &SCOPE EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A A. TRUSS JOIST MCMILLIAN IAE MIGROLAM GENERAL NOTES PARTY INDEMNIFIED HEREUNDER. B. 6EOR&IA PACIFIC 2.OE 6-P LAM I�2 ORIENTED-STRAND R HAAFERB00ARD USED N STRUCTTUORAL IONSARP SHALL MEET ENERGY TABLE COMPONENT PROPOSED DESIGN GODS PRESGRIPTI�/E VALUE PSL (PARALLEL STRAND LUMBER) DENOTES: THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY VALUE CITATION (PER 2020 NYSEGGG) COMPLIES BUT ALL MATERIALS, ASSEMBLIES, AND METHOD , CONSTRUCTION INGLUDIN6 A. TRUSS JO15T MCMILLIAN 2.OE PARALLAM STRAPPING, & NAILING DETAILS BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,FRAMING,NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR - I O I . TO BE SURE THEY ARE IN ACCORDANCE: WITH THE DRAWING, 5PECIFIGATION5, APPLICABLE CODE EVALUATION REPORTS. PROPOSED DEMOLITION PLANS APPLICABLE CODES AND GOOD PRAGT'IGE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD U-VALUE = 0.25 MAX. U-VALUE = 0.32 AND APPLICABLE SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, PROPOSED FOUNDATION PLAN FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.50 GFM/SF rES AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S Ib.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AIR LEAKAGE = 0.30 GFM/SF PER R402.4.3 TABLE R402.1.4 - CLIMATE ZONE 4 AUTHORIZATION OF THE ARGHITEGT/EN6INEER. GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAW1NC75 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID 5AWN RAFTERS SHALL EVALUATION REPORT. ALTERATIONS INVOLVING BUILDING ENVELOPE NEEDED,UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS ASSEMBLIES SHALL NOT BE REQUIRED TO COMPLY NOT $E GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 18.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS A-I O2 .00 PROPOSED FIRST FLOOR PLAN EXISTING WITH THE REQUIREMENTS FOR NEW CONSTRUCTION, PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.l GELLULOSIG RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT EXISTING CAVITIES SHALL BE PROVIDED THE ENERGY USE OF THE BUILDING IS 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK FIBERBOARD OR ASTM 020& STANDARD SPECIFICATION FOR CEILING/1^IALL/FLOOR YE5 EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BOR=D.HOLES ARE LIMITED CELLULOSIC FIBER INSULATING BOARD. R-VALUE FILLED WITH NEW GATT INSULATIG NOT INCREASED, WHEN EXISTING CEILING, WALL, OR WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER PEP H AND THE EDGE OF THE FLOOR CAVITIES EXPOSED DURING CONSTRUCTION HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51PINO USED IN ARE FILLED WITH INSULATION. 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURERS SPECIFICATIONS, UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE: LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. - PER R503.1.1, EXCEPTION #2 _. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ��®I .�® PROPOSED EXTERIOR ELEVATIONS -- _- __ -- -- 22. PROVIDE FIREBLOGKING AS PER NE:W PORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- U, THE GOVERNING SUILDIN6 GORE, AND ANY ADDITIONAL COMPLIANCE STATEMENT: HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. COMPLIANCE WITH THE 2020 NYS E`.NERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM OS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. - GENERAL WIND PROTECTION CONNECTIOt4 NOTES: CONTRACTORS ATTENTION OS DIRECTED TO THE APPLICABLE DETAILS, 221. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B 182.1 SQUARE AND I ® I •00 DWV/ WATFj?SUPPLY RISER ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 0-003 4 6-004. THE FASTENING 50HEDULE HEX BOLTS AND SCREWS (INCH SERIES). GAS RISER CONSTRUCTION;55TD 10-qq AND 200 SE30 HIGH WIND EDITION WOOD FRAME SPECIFIES THE READ NAILING FOR THE SHEATHING (ANY NAILING CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING z I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS E LA6 BOLTS SHALL COMPLY WITH ANSI/ w FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. SPEG.'s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2•2•3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES O 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN v INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 2b. COLUMN BEARING AS FOLLOWS: I I I/� I/� I,�I I p''� I^I HEADER }� BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END &RAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS REQUIREMENTS CONSTRUCTION, p "± I�l J` I L ( I `ll..//STRAFE I I `tO @ Y YI I V1�OY `4/DOOR I IEA ER TREATED WOOD b FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE:,AND ANY ADDITIONAL REQUIREMENTS PLUMBIN,C•: : J� AS SET FORTH IN THE MANUFACTURERS GORE EVALUATION REPORTS. s�.� 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS 8 A MIN. 5/4" OF NON-SHRINK GROUT. ALL PLUMBING WAa L�' DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LON6 EXPANSION BOLTS 0 2•2•4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND &WATER LINES NEED NOTATION: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS $ 12" LONG HOOKED BOLTS 0 NEW FOUND. WALLS). FOR ANY GAGE ARE SPECIFIED,MINIMUM A5TM A653,STRUCTURAL QUALITY, Tt; ,TING BEFORE COVERING , A - NUMBER OF Sd NAILS O EA. END OF STRAPPING (2018 WFGM,TABLE 3.7,P. ISq) POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. W' GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL Q 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED® POSTING, VON). MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY � B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY HE DOORS) (1a H WFGM,TABLE 5C,P.,P. 2qU p SHEATHING AND SIDING, FRAMN6 ANCHORS OR CONNECTORS SHALL BE HOWEVER, WHEN COLUMN OR POSTING OS PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 3.23G,P'. 2q2; PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ CODE EVALUATION REPORTS. ALTERNATE AS PER TABLE 3.23D,P. 2q3) AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 5TAN7ARD 5HEARWALL HARDWARE (w/NOTED VALUES) a ANCHOR BOLTS, D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE PROJECT: U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4' BENT PLATE 6" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD PLUMBER CERTIFICATION A D (2018 WFGM,TABLE 3.7,P. ISq) 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 5 E - NUMBER OF JACK STUDS® EA. END OF HEADER(201b WFGM,TABLE 3.22F,P. 288) RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2'x4" LUMBER IS w/b' RISE of w/(2) /4 m BOLTS THROUGH CENTER LINE OF VERTICAL LE65 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. ON LEAD CONTENT BEFORE G F - NUMBER of I6d NAILS,END-NAILED THROUC H ADJACENT JACK STUD TO END OF SILLS) ® EA. SIDE LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6 MIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES CERTIFICATE OF OCCUPANCY (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.b,P. lal) UTTO N GYPSUM WALL BOARD SHALL MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE SOLDER USED IN WATER E INTERIOR R E N 0. COMPOUND METHOD. MANUFACTURER'S CODE EVALUATION REPORTS. SUPPLY SYSTEM CANNOT 7. FLOOR TO FLOOR HOLD-DOWNS TO $E PROVIDED EVERY 48" AND EVERY 22.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B ISb.I EXCEED 2110 OF 1% LEAD. FA5TENINO 5GHEDULE 8 16" WITHIN 4 OF EXTERIOR CORNER.5. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6,UNLESS VIOODSGREWS (INCH SERIES). OTHERWISE NOTED. WATER RESISTANT(W.R) AT BATHROOMS AND WHERE ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS 5. SILL PLATE TO FOUNDATION ANGHO'RACE;51" PLATE SHALL BE ANCHORED DEEMED APPLICABLE. (IN ACCORDANCE WITH WOOD FRAME GONSTRUGTION MANUAL 2018 EDITIO 25500 MAIN ROAD TO THE FOUNDATION WITH ANCHOR BOLTS HAYING A MIN. BOLT DIAMETER 6LA55 WINDOWS AND DOORS A OF I" AND 3"x3"x�" WA5HER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 5. 5/5",ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS 1. ALL 6LA55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. NOTATION ORIENT, NY 11957 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET A B G D E F G BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CIONCRF-TE/MA50NRY IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER :O7PN GH FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL CLEARANCES ARE PROVIDED. Addlt><Onal G AND AT SPACING NOT EXCEEDING 4' ON CENTER. CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. DRAWING TITLE: 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED 4. FINISH JOINTS,J-BEADS, NAIL DIMPLES,CORNERS,AND EDGES SHALL BE WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, Certification CODES AND REFERENCE STANDARD: TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS UNLESS OTHERWISE NOTED. tea Be Required. 4'-0" 4 1 2 2 2 2 PROJECT LOCATION &SCOPE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. q GENERAL NOTES STATE BUILDING CODE, 2020 NEW YORK: STATE RESIDENTIAL CODE, 2020 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND MANUFACTURER'S SPECIFICATIONS. PLUMBING * - PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. b'-O" 5 I 3 3 3 3 ENERGY TABLE STATE ENEER6Y CONSERVATION CONSTRUCTION CODE. ALL OPENINGS. I. CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN, WASTE, AND VENT (DWV) (0) - REQUIRES SILL PLATES OF 2"x6" (MIN.) STRAPPING, & NAILING DETAILS 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. 8'-O" '1 2 3 4 4 4 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. ENERGY CONSERVATION CONSTRUCTION CODE. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. CONSTRUCTION MANUAL BY THE AMERICAN FOREST $ PAPER ASSOCIATION 6. PROVIDE FLASHING PANS UNDER ALL SLIDING &LASS DOORS,WINDOWS, OR PAGE: INSULATION (AF$PA) AMERICAN WOOD COUNCIL (AWE:). 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. 3. ALL WATER PIPIN& TO '-PAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION FISER6LA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. AND AT BASE OF VERTICAL WASTE PIPES. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL --- FOIL TO BE PLACED TOWARD WARM SIDE. PLUMBING CODE. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT Ila" PER 4. 2. PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION 5. ALL FOOT. G-001m00 MECHANICAL� ACOD AND 2020NICAL HORK ANEW YORK STATE FUEL OAS CODLL CONFORM TO THE 2020 NEN E. STATE HALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY SHOULD 6BE GUARANTEED BY THE MALA5515 To BE FREE OF SCRATCHES FACTURER FOIMPERFECTIONS. ARPERIC D OF 5 YEARS. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE - DISH WASHER.........................................2" 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC FOUNDATION WATERPROOFING. q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH - KITCHEN SINK........................................2" CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: - LAVATORY..............................................2° DATE: 04/28/23 1 OF 5 CONSTRUCTION CODE. - q' R-30 FOR FLAT CEILING5 CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH - SHOyE�UB.......................................... " - 825" R-300 FOR VAULTED AND CATHEDRAL CEILIN55 THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE - TOILET........................................................3" CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DE51GN PRESSURE, ELECTRICAL: - 3.5" R-13 FOR 2"x4" WALL GONSTRUGTION - LAUNDRY .................................................2" I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS - FLOOR DRAIN.........................................5" - 5.25 R-21 FOR FLOORS REQUIREMENTS. TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" ENERGY CONSERVATION CONSTRUCTION CODE. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRWAY5 SHALL BE THROUGH ROOF. TEMPERED CLASS. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON T PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 3 �ED AP COMPLETION OF WORK. II. EXTERIOR &LAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. �'� :•: ,C�� DRAIN GOOKS AS REQ'D.HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE PROTECTION. 3. SMOKE DETECTORS, IN GONFORMANGE:: WITH NFPA 72: MISSILE TEST OF ASTM Elggb AND ASTM EI886 AS MODIFIED BY 2020 NYS E3G � y - GENERALLY,VERIFY OR PROVIDE HARD WIRED SECTION 3012.12.1. 6ARAGE DOOR &LAZED OPENING PROTECTION SHALL MEET LV <. 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED SMOKE DETECTORS w/BATTERY BACK-UP IN: THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR WITH BACK FLOW PROTECTION. AN51/DA5MA 115. A. EACH SLEEPING ROOM q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH :^'t-If HEALTH DEPARTMENT STANDARDS AND REGULATIONS. (� ;u B. OUTSIDE OF EACH SEPARATE SLEEPING A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL T ®�7�q� AREA IN THE IMMEDIATE VICINITY OF BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND 10. APPROVAL AND INSPE;TION IS REQUIRED BY LOCAL JURISDICTION PRIOR THE BEDROOMS (6ENERALLY THE HALLWAY) ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE TO CONCEALMENT OF PLUYSIN&. FQF PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS ,. C. EVERY LEVEL OF DWELLING PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE II. NOTCHING AND BORING OF STUDS, JOISTS,RAFTERS AS PER BUILDING CODE. (SA5MENT, FIRST FLOOR, Q SECOND FLOOR, ETC) R3012.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED NOR ANY POTENTIAL DAMAGE THEREOF. ON THE BUILDING. OENERAL 5)"' 'f50L <EY : EXISTING TO BE DEMOLISHED �/ I NEW PARTIAL HEIGHT — WOOD FRAME (L.6. 5TL. /J Q ` EXISTING TO REMAIN WHEN APPLICABLE:) / O Lu NEW WOOD FRAME (L.6. NEW FOUNDATION WALL Lu (>3 5TL. WHEN APPLICABLE) ( j ® NEW I—HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V � POST FOR 4" WALLS Q V) WOOD FRAME (L.6. 5TL. O WHEN APPLICABLE) (MIN. (2) 2"x&" 5TRUCTURAL O POST FOR 6" WALLS), U.O.N. } C09 NEW 2—HR FIRE RATED + _ WOOD FRAME (L.6. 5TL. N z O WHEN APPLICABLE'.) C13 T- X :3 N FOUNDATION FLAN NOTES O O O +J NEW UN—REINFORCED P. GONG c O co. SLAB O m , -c a--+ O I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON N Q 2. 6 MIL POLY VAPOR BARRIER UPON S. 4" (MIN) GRAVEL BASE OEXTERIOR CRAWL SPACE ACCESS: I. 36"x36" OPENING IN FOUNDATION WALL n , W 4—J M I ■ � I III �i LiI I I III REMOVE d GAP III EX15T. RADIATOR I I z z PIPES LEADING TO --rZ -- i-L --- O 2ND FLOOR I ---------- Q L -��n�llll � Q -� (�� ■ F �� 71 III II I tczx I Wiz= (1� II III II I F �� H Z< � L�JI II i N zQ � zQ I xz-1 Xz� CL wzQ w � RELOCATE EXIST. I I II V U RADIATOR TO NEW DEMOLITION NOTE: 0 p LOCATION (SEE I I ==_ PROVIDE SHORING AND SUPPORT TO ALL AFFECTED z EXIST. CRAWL SPACE z PAGE A-102 FOR I L STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT u- (NO ACCESS) NEW LOCATION) I T OF ANY DEMOLITION OR CONSTRUCTION. I I� �I I RELOCATE EXIST. i O RADIATOR PIPES TO EXTERIOR =LLB �- cv WALL AND PLUMB _ L _______ TO 2ND FLOOR F� �-- J RADIATOR I iBEDROOM I 1, I �� ASSUME HEADER HEADER I I II II IF NOT IN PLACE IF NOT ASSUMEN PLACE ARCHITECT ARCHITECT � u I III I III I� II 1�\I V I III r RELOCATE EXIST. RADIATOR PIPES I TO EXTERIOR WALL I Oy2„ L J t DEMO EXIST. G.J. TO AND I 2 REPLACE TO MATCH EXIST G.J. I d SISTER TO EXIST G.J. AT ' I REST OF LIVING ROOM AREA, GALL ARCHITECT TO VERIFY G.J. 51ZINO EXIST. LIVING ROOM � � I EXIST. BASEMENT H (NO WORN 1 Z W ( O U W H Q PROJECT: INTERIOR KENO. SUTTON 25500 MAIN ROAD ORIENT, NY 11957 DRAWING TITLE: PROPOSED DEMOLITION PLANS PROPOSED FOUNDATION PLAN PAGE: FROPOSED FOUNDATION PLAN A-10100 0 S.F. HABITABLE SPAGE; 1,240 S.F. GROSS AREA SCALE: 1/4"' DATE: 04/28/23 2 OF 5 � LSD Ape t', i�izOfi�OS ID DEMOLITION PLAN x t SCALE: 1/4" = P—O" 4 �� OF 0E I ` ERAL 5 I M50L <E I : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT - WOOD FRAME (L.O. STL. m EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.G. r NEW FOUNDATION WALL Lu STL. WHEN APPLICABLE) J C13 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V m � � � cm WOOD FRAME (L.G. S"fL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 6) P05T FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED Qf WOOD FRAME (L.G. STL. i z z WHEN APPLICABLE) O C CV O a. '� L r-- O O O 4 (V FLOOR PLAN NOTES c O m �' DOOR NOTE- AL OUT TYPICAL BATHROOM NOTE: c 0 O CB 0I. INSTALL NEW INTERIOR DOORS WHEN CALLED ED O4 I. WALL BOARD Q ON PLANS BY 'JELD-WEN' (OR EQUAL). I.I. INSTALL MOISTURE RESISTANT 0YP5UM BOARD IN 2.INSTALL NEW EXTERIOR DOOR5 WHEN GALLED OUT ALL BATHROOMS ON PLANS BY 'THERMATRU' (OR EQUAL). 1.2. INSTALL CONCRETE BOARD IN ALL 5HOWER5 AND 3.NOTE DOES NOT INDICATE EACH NEW DOOR TUB SURROUNDS n , PROPOSED;SEE DE516NATIONS d DOOR SCHEDULE. 2, SHOWER FLOORS W 4.PLACE DOOR5 4" MIN. FROM PERPENDICULAR 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON WALLS,U.O.N. 2.2. CONCRETE MUD-SET(SLOPE I/8" PER FOOT v 5. INSTALL AS PER MANU 5PEC.'s TOWARDS DRAIN) UPON b.PROVIDE (2) 2"AO" HDR., U.O.N. z 2.3. WATER PROOF MEMBRANE TO COVER SHOWER o- u� EXIST. WOOD "I. SEE PAGE 0-005 FOR ALL OTHER FRAMING w> FLOOR, WRAP DRAIN 8 ATLEAST IS" UP WALLS ,y DECK ELEMENTS AROUND DOORS(TYP. FOR ALL) U.O.N. IL Sb3-O - II'-3" 5' " 3'- 2-1' 0Y2" OSMOKE DETECTOR / GO DETECTOR NOTES: NEW LAUNDRY OL05ET: :2 2 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANTO 1. NEW WASH/DRY HOOK UP A 3 U • SMOKE /CARBON MONOXIDE COME31NATION DETECTOR 2.COORDINATE LAUND. ROOM 8 DOOR DIM.'s I PROP. (2) q.5" t�5 -� A U HARD WIRED TO EACH OTHER w/BATTERY BACKUP. ;,4/SIZE OF EQUIP. LVL HDR \1 2.INTERCONNECTION BETWEEN NEW b EXISTING DEVICES 3.PROVIDE HOOK UPS AS REQ'S PER MANU. SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 4.WASHING MACHINE OUTLET BOX TO INCLUDE 1 1 ARE NOT INTERCONNECTED, AS PER NY5 R314.4. HAMMER ARRESTORS A 3 a W 5. USE INOVATE DRYERJACK LO PROFILE i6l 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND _ PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. NEH HRAOLOFKNYGK FIXTURE IN ROOF OVER 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS DRYER EXHAUST NOTE: PROP. GAS 4 OPENINC75 TO BATHROOMS w/SHOWER OR TUB. I. DUCT SHALL TERMINATE TO EXTERIOR FIREPLACE �Ad 5. INSTALL ALL AS PER MANU. 5PEC.'s 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY INSERT _ 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR OPENINGS 3 IN COMPLIANCE WITH LOCAL CODE 3.DUCT 51ZE AS PER MANU. 1. UNITS TO BE COMPATIBLE WITH EXISTING HONEYWELL 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER O O Q CENTRAL STATION SYSTEM(INTFeFRATED AND 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN //1 HARDWIRED TO EXISTING CENTRAL STATION ALARM CONSTRUCTION. FLEXIBLE TRANSITION DUGT5 USED TO v Q V SYSTEM) CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Aft SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO = vv rn itLJL WINDOW NOTE: EXCEED 8 FEET AND SHALL BE LISTED AND LABELED icQ tcQ! i Q IN ACCORDANCE WITH UL 2158A. ic �yU pQ' � z! r � 3O I. ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN b.EXHAUST DUCTS SHALL BE MIN O.OI6" THK RIGID l�R lD CASEMENT,DOUBLE-HUNG,OR GLIDING (AS NOTED). N zd MODIFIED N zQ METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS INSTALL AS PER MANU. SPEC.'S. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST PROP. CASSETTE DUCTLESS w zA BEDROOM J j zA 2.NOTE DOES NOT INDICATE EACH NE'_W WINDOW PROPOSED; DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL MINI SPLIT SYSTEM;MODEL �Q 520 S.E. SEE DE516NATION5 d WINDOW SCHEDULE. SCREWS BLUERID6E BMHH12Y2300 (OR I-V F V 3 3.FOR SUBSTITUTIONS,5EE NOTE " IN CLASS WINDOWS -►. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER AND DOORS" ON PAGE G-002. EQUAL); [-TON, 12p00 BTU RELOCATED O p 4.ALL CASEMENT WINDOWS 0 HAVE STRAIGFfT ARM HINGE. LOCATION TO THE WALL OR ROOF TERMINATION. THE RADIATOR z b z 5.ALL DOUBLE HUNG WINDOWS TO BE TILT WASH MAX. LENGTH H THE DUCT SHALL BE REDUCED H - 6.IN GENERAL,TEMP. GL. SHALL BE PROVIDED: FEET FOR EACH 45° BEND AND 5 FEET FOR EACH ES 2 BEND. THE MAX. LENGTH TI THE EXHAUST DUCT DOES I/ PRO_ 2 IO" P` 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF NOT INCLUDE THE TRANSITION DUCT. 2'-y2'� FLF'�J9N(�HD SWINGING,SLIDING, 4 BIFOLD DOORS SM/GO , 6.2. WITHIN IS" OF F.F. 6.5. WITHIN 24" OF A DOOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE 12'-b" ry to 6.4. WITHIN STAIRWAYS $ WITHIN 36" OF A LANDING O VENTILATION 15 NOT MET BY MEANS OF NATURAL v ui 6.5. WITHIN TUB/SHOWER ENGLOEiURE5 CIRCULATION THROUGH WINDOWS OR DOORS TOU PROP. 6.6. SEE AL50 GENERAL NOTES ON PAGE 0-002 OUTDOOR SPACES AS PER NY5 MEGH. CODE SECTION NATURAL LIGHT VENTILATION BEARIN& WALL BUILT-IN A 7. SEE PAGE C-005 FOR FRAMING ELEMENTS AROUND 405.5.2.5; INSTALL AS PER MANU. SPECS ? p GAB. VENT I L zy WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (1) FAN IN WALL - POWDER ROOM (HABITABLE SPACE) 3 (2) 2"xlO" HEADER U.O.N. (1) FAN IN CEILING - MASTER BATHROOM FOR CASSETTE F lDw g 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER FLOOR AREA 520 S.F. (IN-WALL) EXIST. DD zQ X z 2'-2�2" NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS NEW PLUMBING FIXTURES: GL. w Z-r LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" O S.F. . S.F. . 10 S.F. _ \DRYE _ ABOVE GRADE OR THE ADJACENT SURFACE AT THE ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. F REQ SF PROV 7 cv VENT SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. V " B 3 BUILDING EXTERIOR. LIGHTING;MIN. 8% PROP. 2) 2" I B to 3 NEW FLOOR: OF FLOOR AREA 25.6 S.F. 42.1 S.F. _ I FLUSH HDR I -- -- EGRESS NOTE: O I. NEW i" PLYWOOD 5U5FLOOR BENEATH (GLUE $ 50REW); VENTILATION;MIN. -- _ IN COMPLIANCE WITH NEW YORK STATE BUILDING SCREW PERIMETER OF SHEATHING 6 O.G. d 12' O.G. ® 12.8 S.F. 24.1 S.F. -30 104 O O CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF INTERIOR. " 4% OF FLOOR AREA = PR P 101 EGRESS SHALL BE FOLLOWED: 2.NEW FINISHED FLOOR PER H.O. SELECTION NDD , V m GL. 5 _ HALLWAYin NET CLEAR OPENINO........... 5.71 S.F. NEW TILE FLOOR: = 1 48 S.F. NET CLEAR HEIGHT............... 24" MINIMUI�l O I. NEW TILE FINISH (H.O. TO SELECT) UPON PROP. MASTER N? 0 NET CLEAR WIDTH................. 20" MINIMUM 1O2 m 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON BATHROOM - 4'-b" 2-4"�' NOTES: 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON b PRO 1 a4 S.F. , I. VERIFY FINAL CEILING HEIGHT IN MASTER 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); P R. 4 '1 9 BEDROOM/BATHROOM WITH I�O ONCE DEMO IS 50REH PERIMETER OF SHEATHING b" O.G. d 12" O.G. ® 1 t _ 10OF 5 6 1 N COMPLETE INTERIOR. 2q S.F. � WALK-IN 2. ALL INTERIOR CASINO SHOULD MATCH - OWNERS GOAT CLOSET IN HALLWAY GL• `11 1 0 w 3. REPLACE EXIST. MOTION SEN50R FOR in 0 L MOUNTING IN MAIN BEDROOM AREA (NEEDS TO 'i'-o" 5'-0" 5'-0'1 o INTEGRATE WITH EXIST. CENTRAL STATION U ALARM SYSTEM) 28"W X 20"D TV LOCATION VANITY (WALL TO HAVE ALL NEW WINDOWS SHALL BE ANDERSEN (400 SERIES - TILT WASH); INSTALL A5 PER MANU. 5PEC.'s. SEE PAGE "5-003" FOR NAILING 8 SOUND INSULATION) Q STRAPPING DETAILS. 0 SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER * FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER - - ---- PROJECT: FNINDON CHART I EXIST. ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT HALLWAY S UTTO N OPENING PROv. INTERIOR R E N 0. TAG TYPE MODEL # WIDTH REQ'D: 20" AMP' PER PER UNIT HEIGHT REQV:24" UNIT WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 51 S.F. A (6) DOUBLE-HUNG L TW2442 12'-6 �" 4'-4 �" 2'-5 J" 4'-4 �" E4 S.F. F ?.OI S.F. 4.02 S.F. EXIST. LIVING r L , L , , „ , ROOM 25500 MAIN ROAD B (2) DOUBLE-HUNG I TW2446 2-6 4-b J' 2-5 4'-5 4.44 S.F. e 7.65 S.F. 4.3a S.F. *� VERIFY CEILING HEIGHT IN MASTER LBATHROOM BEFORE ORDERING WINDOW 'B' IF GEILIN6 HEIGHT CANNOT RAISE THEN WINDOW 'B' ORIENT, NY 11957 MUST CHANGE TO A TEMPERED WINDOW 'A' (ALL WINDOW AFF HT5. TO BE 2&" -- - --- ---- -- - - - - -- ---- ------- --- - --- - - -� DRAWING TITLE: DOOR SCHEDULE PROPOSED FIRST FLOOR PLAN IDOOR MATERIAL TAG DE50RIPTION MANUFACTURER p N RFIFE NOTES WIDTH HEIGHT p I j �I 45 MIN. FATED X SELF-GLGSIN6 FIRST FLOOR PAGE: r ------ ® ■ ®® 101 SINGLE SWINGIF JELD-WEN 2'-10" 7'-O" I • �I- -- ll 2 OVER 3 PANEL I 102 SINGLE SWING JELD-WEN 2'-4" 7'-0" L • J� - 2 OVER 3 PANEL 103 - 51NOLE SWING JELD-WEN 2'-4" 7'-0" 01E � - IF 2 OVER 3 PANEL - J DATE: 04/28/23 3 OF 5 104 SINGLE SWING JELD-WEN7� 2'-6" 7'-O" -*-I IL-� 2 OVER 3 PANEL 3 OVER 5 PANEL, 105 FRENCH DOORS ANDERSEN/ 5'-01 7'-O" • • INDIVIDUAL PANES MARVIN NOT PLASTIC ,... GRILL C� Qp Qc. x PROPOSED FIRST FLOOR PLAN SCALE: 1/4" = P-O" 15,, 0.374 5 �p4 ELEVATION NOTES O TYPICAL SIDING: I. MATCH EXIST. SIDING AND INSTALL PATCH WORK a Q IN NECESSARY LOCATIONS PER NEW WINDOW Lu LOCATIONS W 2. "TYVEW HOUSE WRAP (OR EOUAL) W co 5. INSTALL ALL AS PER MANU. 5PEC.'s 4. PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION Q �— N� C 5. 51DINO SHALL EXTEND TO TOP OF FOUNDATION p WALL O `— OTYPICAL 2N4" 'AZEK (OR EQ.):_ — r- 2 I. PROVIDE AT ALL NEN ND INOI^U R DOO CASINO z L � r 2. STYLE TO MATCH EXISTING 0 0 (V z O '� lf) c X :3 N 0 p 0 4' 0 M � Cfl -J O CV c6 Lr) Q li O W D 4--J CD U •- 4--j m -c + U AM 2i I I --- I III Jill - -- ---- I � �-=�- -- - -- --- - --� - - -----_ I I - I I LI -- I I i i hI I I n r n t I l u I _III � — — i w - - - f I (I g g O O O I ii l I_ A A ^I I H I I I I O I c) 1 � �I _ --►FIjL1 tu -----------J li ,I a i� z ilJ w .o n .o r �- f * it r 111ii 11 li - I F.F. t L, f F.;=. PROJECT: TLlI , 1 - - - II I! I it l I I I i I I I Il i II i li i II i II I I II I f I I ! I! li I I II -- - - --- SUTTON - INTERIOR RENO. NEST ELEVATION (RI OHT 51 DE) SOUTH ELEVATION (REAR) EAST ELEVATION (LE1=T 51 DE:) SCALE: 1/4" = I'-V SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-o" 25500 MAIN ROAD ORIENT, NY 11957 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS PAGE: A-20 .1m00 DATE: 04/28/23 4 0 F 5 D ARC 6 as n "sh�{O ,9�•F Q39�U�ti Q W W ca J fy) Q +_' N C Lr) O = r- O >- C9 L v- O O N z 0 a. •calo - mot c x :3 cv O O O t c� .c O m 4 .— 4-1 N O O c>3 Q a. O W D 4 J '0 U •- 4-J M • - -c + U c tL Q� 0 � T 4" FRESH AIR VENT k k J `THROUGH ROOF Q I Q I i I I i I I I OTE: 0 I ALL SHALLLC OBINO ONFORMTO p NO WORK ON p NO WORK ON 2ND FLOOR 1 2ND FLOOR LOCAL PLUMBING CODE p I PROVIDE "ASESCO FP200 FR Z I EXPANDING FOAM" (OR EQUAL) p I AT AL PENETRATIONS IN FIRE z0 N 1 RATED HALLS AND w EL &END FLOORS/CEILINGS. PRODUCT tu CONFORMS TO ASTM E &14, ____ HOT WATER 1 A5TM E 84,AND UL 1479 - SUPPLY _I --------------------------------------------� GOLD WATER -..-..-..-..-.._.._..-.._.._.._.._.._..-..-..-..-.._..-..-........ -..-..__ -..-..-..-.._.. �..-..-..� MASTER BATH 211 PWDR. BATH LAUNDRY -- r---I-------,---�-- -2 -r--� NOTE: MASTER BATH HALF BATH LAUNDRY I I ---- -- 1 r ALL PLUMBING WOR1G I I I EXPAND NO FOAM" (OR EQUAL) I I i I I I I 1 I SHALL CONFORM TO I AT ALL PENETRATIONS IN FIRE I I LOCAL PLUMBING GODS RATED HALLS AND a I O1 1 "1 1 I „I 1 GLEAN OUT O i CONFORFLOOR /GEILINGS. PRODUCT O NO WORK A- OTHER 2"i 2 I 2 I I I 2 I 2"I O NO WORK AT OTHER � � � I I CONFORMS TO A5TM E 814, ROOMS ON I T FLOOR 1 I ROOMS ON IST FLOOR A5TM E 84,AND UL 14'I9 2„ 1 2„ 3 1 A5 REQ D 1 I EXIST. F.A.I. TO 3 I I I I�Q4p� Q4p� I I Q j I I 1 REMAIN I v =j !U j !v K I I v W.G. $I I U I I g I- I- 1 TUB I SHOWER I- I 2 wASHeR m N I n I ry Nj Iry TUB Nj Iry SHOWER ��+ m ry I N I I o - I� WASHER - c) G.O.�-- G.O. L_..5._.._.. ._..-..J.._.._.._.._.._I._.._.. _. _. _. ..�..-..-..-I.-.._- T—..i..J G.O. I IIx 4,� CONNECT TO 1 EXIST. WATER 4" HOUSE SUPPLY SYSTEM 1 j MAIN DRAIN G.O. I I j TO PRIVATE 1 I WELL Z NO WORK AT BASEMENT 4" TO EP IG tu w WO RK ORK AT BASEMENT J PROJECT: i � I SUTTON N W SOL.ER INTERIOR RENO. FLUM51 NC RISER - DRAIN / V�NASTE / VENT FLUME3 1 NCB RISER — SUPPLY 25500 MAIN ROAD ORRIENIENT, NY 11957 SCALE: NTS SCALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: V-101000 DATE: 04/28/23 5 OF 5