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HomeMy WebLinkAbout49346-Z hO'�pf SOpryo`Q Town of Southold * * P.O. Box 1179 �04 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46999 Date: 04/27/2026 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1780 Village Ln Orient, NY 11957 Sec/Block/Lot: 24.-2-19 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/02/2023 Pursuant to which Building Permit No. 49346 and dated: 06/07/2023 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: Covered porch addition to existing single-family dwelling as applied for. The certificate is issued to: Michael Ventura,Alison Ventura Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: AOL tho ' e Si ature ��oFse�ryo TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49346 Date: 06/07/2023 Permission is hereby granted to: Renewal Date: 03/20/2026 Michael P Ventura 2 Bolton Gardens Bronxville, NY 10708 To: Construct porch addition to existing single family dwelling as applied for,with HPC approval. Premises Located at: 1780 Village Ln, Orient, NY 11957 SCTM#24.-2-19 Pursuant to application dated 05/02/2023 and approved by the Building Inspector. To expire on 03/20/2028. Contractors: Fees: Renewal Fee $145.60 Total $145.6 Building Inspector TOWN OF SOUTHOLD aye BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • � � 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 #: 49346 Date: 6/7/2023 Permission is hereby granted to: Ventura, Michael 2 Bolton Gardens Bronxville, NY 10708 To: Construct porch addition to existing single family dwelling as applied for, with HPC approval. At premises located at: 1780 Village Ln, Orient SCTM # 473889 Sec/Block/Lot# 24.-2-19 Pursuant to application dated 5/2/2023 and approved by the Building Inspector. To expire on 121612024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $241.20 CO-ADDITION TO DWELLING $50.00 Total: $291.20 Building Inspector OF SOUTyolo 4 # # TOWN OF SOUTHOLD BUILDING DEPT. cOU 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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: t �SaftiA r calm- DATE INSPECTOR -39 6 Tiderunner Engineering & Design, P.C. 7 Ridgewood St Bay Shore,NY 11706 (631)-839-482 March 31, 2026 Building Inspector Town of Southold 53095 Main RoadZF Southold,NY 11751 d � s E Re: Construction Certification tif. APR — 9 2026a,4 Kitchen Renovation and New Roofed Over Porch Ventura Residence 1780 Village Lane, Orient,NY To Whom It May Concern: I visited the subject address on Thursday, March 26, 2026 to inspect the completed work and review construction documents. The post footings, deck and roof framing and strapping were installed in accordance with the 2020 NYS Building Code and the approved plans. If you have any questions please feel free to contact me. pF NEW r Sincerely, r'.scN�gRTop� r ° w z Louis Schwartz,P.E. ysFp 077006-1 2� AR�FES810�� Bunch, Connie q\ From: Fuentes, Kim Sent: Friday,April 24, 2026 9:24 AM To: Bunch, Connie Subject: FW: HPC 1780 Village Lane - Michael Ventura Attachments: Ventura - 1780 Village Ln (2).pdf;Ventura - 1780 Village Ln 3.docx Hi Connie, During yesterday's HPC meeting, the members discussed the above subject improvements, and they all expressed their satisfaction with the completed work. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 kim a southoldtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 IMTORTANT: All surveys/site plans and architectural/engineered plans submitted to this office shall be dated, signed and sealed. We will only accept revised surveys/site plans and engineered/architectural plans that indicate a revision date, and are signed and sealed by the design professional. From: Fuentes, Kim Sent:Wednesday,April 22, 2026 9:41 AM To:ahmad Sadar-Afkhami (ahmad@asardar.com) <ahmad@asardar.com>;Allan Wexler<awexlerstudio@gmail.com>; Anne Surchin<surchin@mac.com>; Daryl Ketcham<barnow1100@gmail.com>; David Mammina<dxmxsr@gmail.com>; Jeri Woodhouse<Jeriwoodhouse@gmail.com>; Marina DeConciliis<marina@mkarchitect.com> Cc: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Subject: HPC 1780 Village Lane- Michael Ventura i Hi All, Attached is a C of A, approved plans and photos of completed work. The Building Dept. needs your final approval in order to issue a Certificate of Occupancy. I will add this to tomorrow's agenda. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 kim&asoutholdtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, IVY 11971 INVORTANT: All surveyslsite plans and architectural/engineered plans submitted to this office shall be dated, signed and sealed. We will only accept revised surveys/site plans and engineered/architectural plans that indicate a revision date, and are signed and sealed by the design professional. z Bunch, Connie From: Fuentes, Kim Sent: Wednesday, April 22, 2026 9:41 AM To: ahmad Sadar-Afkhami (ahmad@asardar.com);Allan Wexler,Anne Surchin; Daryl Ketcham; David Mammina;Jeri Woodhouse; Marina DeConciliis Cc: Bunch, Connie Subject: HPC 1780 Village Lane - Michael Ventura Attachments: Ventura - 1780 Village Ln (2).pdf,Ventura - 1780 Village Ln 3.docx Hi All, Attached is a C of A, approved plans and photos of completed work. The Building Dept. needs your final approval in order to issue a Certificate of Occupancy. I will add this to tomorrow's agenda. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission Town of Southold 631-765-1809 kimasoutholdtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, IVY 11971 UYNORTANT: All surveys/site plans and architecturallengineered plans submitted to this office shall be dated, signed and sealed. We will only accept revised surveys/site plans and engineered l architectural plans that indicate a revision date, and are signed and sealed by the design professional. FIELD INSPECTION REPORT I DATE COMMENTS �b FOUNDATION (IST) ------------------------------------ •� C FOUNDATION (2ND) O � y ROUGH FRAMING& PLUMBING �y N b Q r INSULATION PER N.Y. H STATE ENERGY CODE y /IrR FINAL ADDITIONAL COMMENTS a3 aq i. Z0 BP �-GU re tcif 6 4-75'-Z— A ��h r�i o j oin ' Z r s �X C---,(A Ve-- Cb ..r b y x d b r�so Fe oK �'os � TOWN OF SOUTHOLD—BUILDING DEPARTMENT y _ Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 oy • o�� Telephone(631)765-1802 Fax(631)765-9502 ht!ps://www.souttioldtownny.gov Date Received APPLICATION F R BUILDING PERMIT For Office Use Only s W1 1I PERMIT NO. Building Inspector: Applications-and. forms must be filled out in their entirety jncomplete applications will not be accepted. Where the Applicant is not the owner,an rstJiuJ1iyU LiceI. Ownees'Authorization form(Page 21 shall he completed. TOW pp SOI6'R-OLD Date:12.9.2022 OwNER(S(OF PROPERTY: Name:MICHAEL &ALISON VENTURA ScrM#1000-24.-2-19 Project Address:1780 VILLAGE .LANE ORIENT Phone#:914 217-7317 Email:michael.ventura4@gmail.com Mailing Address:2 Bolton Gardens Bronxville, NY 10707 CONTACT PERSON: Name:,JOAN CHAMBERS Mailing Address:PO BOX 49 SOUTHOLD NY 11971 Phone#:631-294-4241 Email:joanchambers10@gmail..com DESIGN PROFESSIONAL INFORMATION: Name:PETER MARREN Mailing Address: Phone#:917-992-5369 Email:pm@marrenandnewman.com CONTRACTOR INFORMATION: Name:SORENSON CARPENTRY INC. Mailing Address:300 Tabor Rd, Orient, NY 11957 Phone#031)323-0077 Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure BAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes No 1 RRARER't Y 1➢VFARMAi'f+fN xisting use of property:R ES d D ENTIAL Intended use of property:SAME + Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? DYes®No IF YES, PROVIDE A COPY. Theovum/socetrattor/design professional is re and storm der"asu 'as provided by tJaaptni 2�6 of the Town;Code AimOMTi6 is bfEitEi$Y MAD E to tbe,BarUdinII Dejiartrnantiortlre bsuaet a of a Suildhrg,i+ermlt pursuant to tho'bullding Zone �?rdurance of the'rowmafSou�aotd,�*ulfniBc,comty.Ne York and"it erapplicnbte laws,t?rai nih6es orRegulatioas,foot dte construeNors sf bvild#ngs, iadditi�ir aiUerartloru or for reenovat or c3oo+e►Dti®n� heretic .The'applkn4 egre6 to eornpiywitb a)i applicable iamj' ces,bulidirs$code, housln@code mid re�uletioru anti so admiC autfiorn ed inspectors on pmn!s"and ie bpiidldg(s)for necesspiy insoections.:felee st3wmem m.s. e'herdn:are punishable as p Class A en deeraeanoc pursusi►t to Section'2ii3.4S of the New York State Application Submitted By(print name):J®AN CHAMBERS ®Authorized Agent 00wner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) -,J()AtJ C E{1tm436Ry Tieing duly sworn,deposes and says that(s)he is the applicant (Name of individual-signing contract)above named, (S)he is the A CG T (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'statemerits 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 - .Z© Notary Public PROPERTY UUMRMi1 AUTHO 097—AMO (Where the applicant.is not the owner) Llka .` U a residing at V% L4m 1. do hereby authorize Ci4_cu�-�.c.8 c to apply on my behalf to the Towrl cif Southold Building Department for approval as described herein. 7 Owner's Signature Date Print Owner's Name ��� FORM NO. 3 TOWN OF.SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 16, 2023 TO: Joan Chambers (Ventura) PO Box 49 Southold,NY 11971 Please take notice that your application dated December 9, 2022: For permit: to construct a porch addition to an existing single-family dwelling at: Location of property: 1780 Village Lane, Orient,NY County Tax Map No. 1000— Section 24 Block 2 Lot 19 Is returned herewith and disapproved on the following grounds: The construction is not permitted pursuant to Section 170 of the Southold Town Code and is subject to Historic Preservation Commission approval. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Landmark Mariella Ostroski, Chairperson our u,,; (�Nr Town Hall Annex Anne Surchin,Vice Chair ����g 94e tie^ 54375 Route 25 Allan Wexler ��� ' zf �'w� PO Box 1179 Fabiola Santana Q S06JTI�O LD f� r e Southold,NY 11971 Tara Cubie ° ^�u�ox �J ° Telephone: (631)765-1809 Jeri Woodhouse �� }-� o kimf@southoldtownny.gov Marina de Conciliis °�,� I ��•� Kim E. Fuentes, Coordinator A �o RESERVATION IC IU IC Town of Southold Historic Preservation Co In' io 1vIAY U 2 2023 Certificate of Appropriateness BUILIJB91bOEPT Lj APRIL 27,2023 TOVVN OFS00THOLD 'RESOLUTION #4.27.23.1 RE: 1780 Village Lane, Orient, NY. SCTM# 1000-24-2-19 Owner: Michael and Alison Ventura RESOLUTION: WHEREAS, 1780 Village Lane, Orient,NY, is on the Town of Southold Registry of Historic Landmarks; and WHEREAS, as set forth in Section 56-7 (b) of the Town Law(Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and WHEREAS, the applicant's representative, submitted a proposal on March 9, 2023, to construct a new covered front porch attached to an existing single family dwelling; and WHEREAS, the proposed covered front porch measuring 6 feet, 6 inches by 15 feet, 10 inches is depicted on Site Plan (Sheet A-101) dated January 30, 2023 and Architectural Plans (Sheet A-101 thru A-104) last revised March 7, 2023, prepared by Peter M. Marren, Architect; and WHEREAS, the improvements consist of Garapa Wood Decking, Anderson A Series Windows and a Custom Built Wood Plank Door, as listed in the Window& Door Schedule on Sheet A-101; and WHEREAS, a public hearing was held on April 27, 2023; and WHEREAS, the applicant shall submit to the Commissioners photographs of the finished covered front porch improvements are completed. NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the covered front porch attached to an existing single r ti Certificate of Appropriateness #4.27.23.1 HPC,Ventura, SCTM No. 1000-24-2-19 family dwelling, in the above referenced application, meets the criteria for approval under Section 170-8 (A) of the Southold Town Code; and BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness, subject to approvals by all involved agencies; and BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the Commission. Motion made by: Commissioner Wexler Motion seconded by: Commissioner Woodhouse VOTES: AYES: Commissioners Ostroski, Surchin, Wexler, Cubie, Woodhouse and de Conciliis. (6-0) RESULT: Passed Please note that any deviation from the approved plans as referenced may require further review from the commission. s Signed: C Kim E. Fuentes Coordinator for the Historic Preservation Commission Date: April 27,2023 Concerning: Proposed Porch Ventura Residence 1780 Village Lane Orient SCTM# 1000-23-2-19 December 12, 2022 Attention Amanda Nunemaker Amanda, Attached are the plans, survey and application for the proposed porch at the Ventura residence. Peter Marren, the architect for this project, communicated with you via email on August 23, 2022 concerning the front yard setback for the proposed porch and you recommended that we produce evidence of average front yard setbacks in the neighborhood because, as you are aware, all of the structures along Village Lane were built prior to current zoning laws. With that in mind I have attached copies of surveys of the properties at 1740 Village Lane,1620 Village Lane, 1700 Village Lane, 2072 Village Lane and 1800 Village Lane as evidence that this proposed project is within a reasonable average of existing front yard setbacks. I am hoping that you can review this and provide us with the NOD so that we can proceed With.the anticipated application to the HPC. Thank-you, Joan Chambers L AGE LME v PC3 uatue Park' BLGEt a x- 30BQ24 (14) --A I I SS 146� 319 t } ai4Qr (rj APICAL: EXISTINFRONT G� : �77 fr ` .„,Y,46I}SET�ACKS, . TRpEt3�1��{ElyEt7 44. Lr.74 T ltlY NL��QiJ,il®W 42) W { { 1BDU :=15.6n '' a r t s'O t -RED q V4 a= Yii h d © 23QD M . 0 211 S - 102 * ~% 1780 VILLAGE LANE ORIENT N.Y. MAP 30 JANUARY 2023 NO SCALE FPETER MARREN ARCHITECT m @ marrenandnewman.com 1LLAGE LANE SECTION&BLOCK. a00 44.-2 LOT�'s '>¢E4) , A490 a 31.9 1570 29.9" �1B)r z 1020 11)0 . (17.) 1700 fK frS€ W �?t1S 11 ib �IS o r iCcj S'JC[eltY a740 313 _:- TYPICAL: EXISTIkd FROtd➢" (a6) YARD SET9ACK5 178Q 10 7 j' --_.RETRIEVED F14O)d, �237, TOWN OF SOIT HOLD' BUILDING`DEPARTMENT ��) RECORDS (24) t970 2072 �ERED q� 2190 70 ro 23E0 . a00a28_a-1a1 tQ', 1025.8, D.M. 1-17_1 240 - - 1780 VILLAGE LANE - N.Y. ORIENT N Y MAP 30 JANUARY 2023 NO SCALE PETER MARREN ARCHITECT pm@marrenandnewman.com SURVEY OF PROPERTY N 51TUATE: ORfENT q-jq-Zb TOWN: 50UTHOLD ' ��,� w �Uvl SUFFOLK COUNTY, NY (d°`'� a� ' SURVEYED 05-17-2016 6 REVISED 06-13-2016e 07-1 1-2016 �p ca S 5UFFOLK COUNTYTAX# 1000-24-2-27 CERTIFIED T0: D SOWS S D JIME&A BAEAHEA ll MAX FAERHER AUG -1 2016 BUILDING DEPE TOWN OF J 43 l Z fORM�Y Of; '1 O AID N up�h KING 11 Iw Z°0 NS 014710 0„� a.1' 0 ;, ? 11 x. O 6R AGSS V y z3 •� `� NEW ADDIVON 1 J T7 Ur UND OOF15T. `� /Z Q- 10.0 lap J �IZ(9 SHIFTED Q > � CH ,�0 PO C3 QC o "J HFDGE D pl}T IPE 1 , WIRE aX A5t1Ai-S (� g�GONG. OGE fogmy LAND OO Of RWO O. td N p OZ O V MST LOTA"A 10.222sx. EXIST.HOUSE 1 b00 9.F. PROPERTY LOCATED IN FLOOD ZONE Al!7 ANNOTATED FROM PFA7A P.I.Rbt.NO Sr.103N068H I ExIST.OC TAIR 294 sP. NEWYORK D.F.C.CQA5TAL EROSION UNE A5 Mk PKOTO49_sz-93 sHW27.O OF49 -------4t--.--•CONTOUR LINE 02,12 ymmon,.e maae•m oeaekn 1e o*•I+r JOHN C. 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J• �. � r c c E6` ----- ----- �_ ff. r u N orient Old � mSt m 2 5tory O �•a, me House ti'• w r�L �� N Sul drn� - a� ' aFe c " > St �, Noo • 10 I�o—�o�-o-� �rncre�o .,on ,3i �l�a°'e5t �a 1Rt ��/ oyt i NS2 ATCn p� <<i 31200Irw {,�, r I w LOnd No 137,90, e D o Gharlott H°r Formerly of 1 eut rmsch d Peter Deutsch LOCATION DIAGRAM N SITE PLAN %4 A1E4� PROPOSED ALTERATION JAMES GARRETSON ARCHITE T GARRETSON RESIDENCE 370 Cl 316-M NV'FAX 212 u6E.o, O NOTE: ALL EXISTING DIMENSION 2i2318.'882 FAX 212316.9419 TO BE VERIFIED ON SITE 1620 VILLAGE LANE,ORIENT, NEW YORK DATE:06/14/04 SCALE:AS SHOWN MAR-31L--1999 09.57 PAYNE, WOODS LITTLEJOHN 516 5470501 P.02iO3 �77to, A , -- 2VL�,L Pt G E l-�rl r{ C3 O CL• FNC Lo C A:W-- OMrwwwwitea �. � _ •rwl�ll�ri�i.�sWwev w LARO tM VAL at 00 PA aw vOw Aim"mr-*wmll;o F •�PKiY�PU�•� .���YI�QCCG/ O F nA�naf�v VAp cr o� s �, •�` 00. 01 a .�• , p C.) 10, Q Cc 1 °� Q' -eyff ti� ,o�N, C rn � AAFA = 8,346 sq.ft SURVEY OF PROPERTY m AT ORIENT TOWN OF SOUTHOLD sheer 6¢ 59.�f SUFFOLK 'COUNTY, N.Y. `► 1000-24-02-22 Scale. 1"=30' �V Oct. 10, 1996 Jan, 17 1997 (,ft-p 101d/A) Mar. 10, 1997 (Elevations Added) Z Ma.r• /7/997�e.a®rifvn s� CERT/F/ED TO' WAL TER t&L1S AL1.MON AR Al/LL1S vJ CHICAGO TITLE INSURANCE COMPANY 9808 2378 FLooD Zoiv,�tr,�s Filor� �/,QM can�trlwrrb f'ON6L wrr. op .$170613 6040 n aevA Tim Aw r� TO NAV.D. St o�"T.�ra�yO,P I ' AIW�16�A fAYQRAADM1AaIV1b lJ/4SU4YF!'Its Mq[AI�GW * oil �* s:.:" .. O IIM 4 ul! S yl A8 �M .Y. NO. 49618 riii Arws� trAR E� EYO S� t5/B1 yi1�"A1W T VELA . S TH R,' N. 1I9TET ��6-189 FQ N 32003 00 E 70- 50Y fence 0. IV PIPE Pale wood stockade fence Fe fence 40.4E F© 0.A ax 4,2 S 3.2E fr shed PIPE a 0, APPR0lI� AS 1.;r:Ir 0.8N � , D 12'x9.5' a V DATE: ut% 1FEE: tx- NOTIFY BUILI?1NC `� 1 GEr-,^.�7MENT AT 0 0 _L � 765.1802 8 AM TO 4 P V FOR THE a o ® FOLLOWING INSPECTIONS: ' .0 O ---a 1. FQL',tiDATlCI� • TWO REQUIREIrD C p C FOR POURED CONCRETE 4) � 2. ROUGH - FRAMiNG & Pt_U-MBING •• o i o (jj 3. INSULATION C j S fi 4. FINAL CON-TF►vCTION fALIST C) p A - BE COMPLETE FOR C.O. 3 m ALL CONSTRUCTipN SHALL MEET THE ' REQUIREMENTS OF TI-!E CODES OF NEW ro YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. wd landing —... and Steps 0.1'S 0.6 N CON'FL;f V.'rH ALL CODES OF F-- NEW YORK STATE & TOWN CODES 6•3 Ce Lij AS REQUIRED AR�ONDlTION9-eF- cn 7.16' 51.f' � S v . . �; N F. - �� ►- OAR: i14 (n g Nam-==d='...,,-• S 16.3' 1 112 STY FIR ch C� ica 0.1 N00 ��kwkL.- ,< 35.3 porch .0 Fc 4AW 6 41 . 53 A -C 2.9 w v �' 1.2 wle I 141gjre F N / 760 V1 4, 4.. A < 4 A �4i� - 14 ' 5 o oP r �:� L �� ►� ►► Dui ►� Concerning: Ventura Residence MAY U 8 2023 LO 1780 Village Lane of lort 'i1p Orient 5.6.2023 1000-24-2-19 Nancy Dwyer Please find attached a copy of the Certificate of Appropriateness issued for the above named property. Please let me know if there is anything else that you need in order to issue the building permit for this project, Thank-you, Joan Chambers Concerning: Ventura Residence 1780 Village Lane Orient January 30, 2023ED BUIWI9NG DEPT. ��u�ro��u�aio Nancy Dwyer, In response to your email dated January 24th please find attached a revised Site Plan certified by the architect that shows the additional information that you requested. I have also attached a Site Plan map with additional information on the front yard setbacks of adjoining properties. Please let me know if you require any further information. Thank-you, Joan Chambers Meyer, Nancy From: Meyer, Nancy Sent: Monday, May 15, 2023 1:15 PM To: 'Joan Chambers'; Peter Marren Subject: RE:Ventura Permit Hi Joan, Yes I have the C of A for the proposed porch, however I do not yet have the revised plans which reflect the scaled back porch. The drawings here in the application file show the porch as 7.5 feet deep,and that would need a variance for front yard setback,as previously discussed. I have a note from you that it would be scaled back,which I see it was since the porch HPC reviewed is only 6.5 feet deep, however I need those plans in order to review and issue permit. If you have any questions,feel free to reach out to the building department. Thank you, Nancy _9Vancy-Weyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 From:Joan Chambers<joanchambersl0@gmail.com> Sent: Monday, May 15, 2023 10:07 AM To: Meyer, Nancy<nancym@southoldtownny.gov>; Peter Marren<pm@marrenandnewman.com> Subject:Ventura Permit Concerning 1780 Village Lane Orient On May 6th I dropped off the Certificate of Appropriateness for the Ventura porch and I was wondering if you knew when the permit would be issued. Thank-you, Joan Chambers ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 S 590 17' 30" E 98 .08' EXISTING WOOD STOCKADE FENCE I SITE PLAN VENTURA RESIDENCE O 1780 VILLAGE LANE C-0 ORIENT, NY r— 1000-24.-2-19 '� 9.5 SCALE 1" = 10' Ln I 1.30.2023 0 EXISTING I LOT SIZE .16 ACRES 6,696 SQ.FT. FRAMED o EXISTING I HOUSE FOOTPRINT 1,129 SQ.FT. SHED N STOO > LOT COVERAGE 16% w w EXISTING LL 1-112 STORY FRAMED RESIENCE o Lu W o I O Q ❑ O J I _10.1 W 0 z EXISTING I Q F= O W O EXISTING C\J 0 (y) PROP. i_ ;COVERED ° ';PORCH/'. 0 Cy) ii TING .. r,. Z S - 1017,_6., I �r I 1780 VILLAGE LANE EXISTING DIRT DRIVEWAY c�i I ORIENT N.Y. �ISre, > Q,�� /�yFo EXISTING WOOD STOCKADE FENCE ti R M SITE PLAN N 580 39' 00" E 97 .93' o _ O 30 JANUARY 2023 111=10.0' roRK PETER MARREN ARCHITECT pm@marrenandnewman.com S 590 17' 3011 E 9 8 .0 8' MAR 0 9 2023 D TOWN OF SOUTHOLD HISTORIC PRESERVATION COMMISSION EXISTING WOOD STOCKADE FENCE SITE PLAN N VENTURA RESIDENCE I O 0 1780 VILLAGE LANE ORIENT, NY r 1000-24.-2-19 '� 9.5 SCALE 1" = 10' Lo I 1.30.2023 p EXISTING FRRAMEDAMED p I LOT SIZE .16 ACRES 6,696 SQ.FT.SHED EXISTING HOUSE FOOTPRINT 1,129 SQ.FT. N W STOO I > LOT COVERAGE 16% T_ U z EXISTING u- 1-112 STORY FRAMED RESIENCE w I 0 uj LLI o I 0 z .p Q 10 O 10 _ 10. 1' I W 0 z EXISTING PPDx � Qow nUJ]2 3.7' I ° > MAR O g 2023 EXISTING O CV TOWN OFSOUTHOLD C`7 HISTORIC PRESERVATION COMMISSION COVERED I ° PORCH 0 I 3 ING T 17.2' I `t, S�ERED S - 101 Z '-6" m I +� '- 1780 VILLAGE LANE EXISTING DIRT DRIVEWAY c�i -r ORIENT N.Y. �, • 02116IT �' EXISTING WOOD STOCKADE FENCE pF E . OQ� SITE PLAN N 580 39' 00 E 97 .93' 30 JANUARY 2023 1"=10.0' PETER MARREN ARCHITECT pm@marrenandnewman.com EXISTING EXISTING BRICK CHIMNEY nn HEADER TRIMMED W/ 1 X8 PINE ANCHORED TO 3-1/2"x3-1/2" POSTS. D CEILING OF PORCH FINISHED W/ MAR 0 1X6 EDGE AND CENTERBEAD PINE W/ 9 ZO23 2X8 EXPOSED MAHOGANY RAFTERS TOWN OF @ 30" OC. HISTORIC PRESERVATIONCOMMISSION ALL COMPONENTS WILL BE PAINTED WHITE N 5/4"x4" GARAPA WOOD DECKING RAILING WILL MIRROR DESIGN OF N EXISTING FRONT PORCH RAILING 3-1/2"x3-1/2" POSTS W/ WINDOW & DOOR SCHEDULE 4"x4" TOP CAP. 1-1/2"X3-1/2" BEVELED TOP RAIL W2 ANDERSON A SERIES DOUBLE HUNG, EQUAL SF �W3 0 1-1/2"X3-1/2" BEVELED BOTTOM RAIL 3 WIDE x 2 HIGH COLONIAL GRILLE PATTERN N 0) FULL DIVIDED LITE. FULL ALUMINIUM SCREEN. 1-3/4"x1-3/4" BALUSTERS @ 4" OC EXTERIOR WILL BE WHITE ALL COMPONENTS WILL BE PAINTED WHITE W3 ANDERSON A SERIES DOUBLE HUNG REVERSE COTTAGE/ORIEL. 3 WIDE x 3 HIGH COLONIAL GRILLE TOP SASH, 3 WIDE x 2 HIGH GRILLE BOTTOM SASH. FULL ALUMINIUM SCREEN. EXTERIOR WILL BE WHITE N N ANDERSON A SERIES DOUBLE HUNG REVERSE COTTAGE/ORIEL. 3 WIDE x 3 HIGH COLONIAL jD 3 RISERS GRILLE TOP SASH, 3 WIDE x 2 HIGH GRILLE BOTTOM SASH. FULL ALUMINIUM SCREEN. EXTERIOR WILL BE WHITE <J� D2 i1i1" TR ADS B UNWE 32"x80 WOOD PLANK DOOR CUSTOM MADE TC J D D2 MATCH STYLE OF EXISTING FRONT ENTRY DOC J I _ MAR 0 9 2023 I I WINDOW CASING WILL BE 2-1/2" WIDE TO MATCH I EXISTING. SILLS WILL BE 2" THICK TO MATCH EXIS- T I 1 ALL COMPONENTS WILL BE PAINTED WHITE I I j TOWN OF SOUTHOLD HISTORIC PRESERVATION COMMISSION ;o A — 1 0 1 NEW WINDOW IN SZER�p EXIST. OPENING �N NCH '9,p 1780 VILLAGE LANE ORIENT N.Y. O 78" vo PORCH p 021I-E, FLOOR PLANS' PORCH PLAN MARCH 7, 2023 1/4" = 1'-0" FNfW �O 20 DECEMBER 2022 AS NOTED PETER MARREN ARCHITECT pm@marrenandnewman.com cog WED - MAR 0 9 2023 = TOWN OF SOUTH HISTORI OLD C PRESERVATION COMMISSION ---------------- --__ MAR 0 9 2023 EXISTING ASPHALT SHINGLE ROOF TO REMAIN TOWN OF So OLD HISTORIC PRESERVATION COMMISSION EXISTING ROOF FASCIA & SOFFIT TO REMAIN. -NEW EPDM MEMBRANE ROOF OVER PORCH. BUILT IN GUTTER _ _ I _ RE-ROUTE EXISTING LEADER FROM EXISTING I GUTTER TO END OF SOFFIT. D2 W3 W4 ;. NEW LEADER TO MATCH EXISTING 3" DIA. WHITE t�,� ICHg fi `per p FOLLOWING REPLACEMENT OF WINDOWS & DOORS REMOVE ALL EXISTING CEDAR SHINGLES ON THIS - ]FIE FACADE & REPLACE W/ NEW CEDAR SHINGLES TO �� ,' _ _- _ � � _ ' _ _ _ � � •,� � � MATCH EXISTING J - i :' c�` ' 1 3 ------- _ EE O 6 NEW 3-1/2"x3-1/2" PORCH POSTLj ! I PAINTED WHITE - - - - - - -- NEW RAILING TO MIRROR STYLE OF EXISTING - f ' a _ _ RAILING @ FRONT PORCHil - 102 - - - - - - - - -~- ` �. { 1X8 DECK TRIM PAINTED WHITE - L I j 1780 VILLAGE LANE - - ORIENT N.Y. 1 X4 TRIM W/ 1 X6 T&G V JOINT @DECK SKIRT - (�Q� PORCH ALL COMPONENTS PAINTED WHITE ELEVATION B DETAIL ELEVATION B' DETAIL MARCH 7, 2023 1/2" 1' 20 DECEMBER 2022 _ , -0" AS NOTED PETER MARREN ARCHITECT pm@marrenandnewman.com ---- - ........... T. r CZ W3 w - 1 y 1p Mtn t , AR D I 0 Ht~ R�T�WN OF UTHOLD RESERVATION COMMISSION ELEVATION MARCH 7, 2023 1/4" = 1'-O" BSI EKED a v y� o = 1780 VILLAGE LANE 0 ORIENT N.Y. 211�3 , �Ew �01 PORCH ELEVATION B 20 DECEMBER 2022 AS NOTED I PETER MARREN ARCHITECT pm@marrenandnewman.com EXISTING BRICK CHIMNEY EXISTING ROOF @ MAIN HOUSE NO PROPOSED WORK 1 i I EXISTING ASPHALT ROOF NO PROPOSED WORK- EXISTING1-. ! �.� FASCIAS, - -- 1_ CORNER BOARDS & CASING PAINTED __: . _ _J_ WHITE _ EXISTING ROOF OVER KITCHEN RE-ROUTE BUILT-IN GUTTER TO LEADER @ GABLE END. A I I EPDM MEMBRANE ROOFING - i 1 x6 EDGE &OCENTERBEAD (EXPOSED)WHITE W2 1 JOISTS @ 30 OC ( EXPOSED) i 2XMAHOGANY " 1 PAINTED WHITE - NEW RECESSED GUTTER @ PORCH ROOF NEW WINDOW IN }- - XI T. - 2X10 LEDGER FASTENED TO EXISTING OPENING - NEW LE DER TO - ❑ - HOUSE FRAMING W/ 3/ " (2) 2X8 HEADER ANCHORED TO POSTS - C MAT H EPDXY COATED SCREW @ 4X4 POSTS PAINTED WHITE LILL] XIST EXISTING FRONT PORCH 12" OC STAGGERED j -NEW RAI ING TO POSTS TO BE ANCHORED TO GIRDER MIRROR TYLE OF - & RAILING - "EXISTING. __, _ NO CHANGES ROUND WHITE LEADER ( i i ' FROM BUILT-IN GUTTE R, 2X8 @ 16" OC DECK JOISTS Li 5/4x4 GARAPA TECO TO 2X12 ACO LEDGER TOP OF FLOOR _ FASTENED TO HOUSE FRAMING W/ WOOD DECKING- - � _ -- 3/8"x3 Im OXY COATED SCREWS @ __j `L 12" O GE _EXIST. BRICK (2) 2 2 ANCH S. D I I MAR 0 9 2023 I I 14" IA. CON TO I I 36" ELOW FIN.T IOFE UTHOLD I I HISTORIC PRESERVATION COMMISSION I I I I ELEVATION A, MARCH 7, 2023 1/4" = V-0" SECTION 1/4" = V-0" A - 104 80 VILLAGE LANE ORIENT N.Y. �O �o ELEVATION & SECTION \ R N� 20 DECEMBER 2022 AS NOTED PETER MARREN ARCHITECT pm@marrenandnewman.com TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(in pounds per square foot) GENERAL NOTES LIVE 1. All work shall conform to the requirements of the 2020 Building Code of N.Y. USE LOAD Attics with limited StoragegFt' 20 State, County and Town Department Regulations, Utility Company requirements and best trade practises. Attics without storages' 10 2. Before commencing work the Contractor shall file all documents required by the (?eckse 40 Building Department, pay all fees required by local agencies and obtain all required Exterior balconies 60 permits. Fire escapes 40 3. The Contractor shall visit the site and verify all dimensions and the existing uardrails and handrailsd 2001 conditions affecting the work prior to construction. Any discrepancies which would Guardrails in-fill componentsr 50' interfere with the satisfactory completetion of the work described herein shall be reported to the architect or property owner. Do not start work until such conditions Passenger vehicle garages? S have been examined and a course of action mutually agreed upon. Failure to notify Rooms other than sleeping 400 the owner or architect of unsatisfactory conditions will be construed as an acceptance rooms of the conditions to properly perform the required work. Sleeping rooms 30 4. All work is to conform to the drawings and specifications of the architect and fairs 40e engineer consultants. 5. The Contractor is to maintain a complete and up to date set of plans on the TA13Lt R602.36) job site at all times �A5Tr_XI t6 5C HF_7ULe 6. The drawings are not to be scaled under any circumstances. ;1vwxf-T10NOF9 on?ISELENEN'T' 'e,k SPACING ANDLOCAnox 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet facilities,protection of existing work to remain,access to 4-Ad 9Oxf7d"XDJ,9'loR work area, hours of permitted work,availabilit of water and electric power and all BLOCkUN6 BETINEF]i GEILIµS JPISTS LiL RAFTERS 5.6d COMMON Cj15"X0.191'J,OR P Y ' r°TOP PLATC 5-VX0. 11i1low SO%1NAILS-125.1'`' 7CEWVL other conditions and restrictions for this particular location in order to execute the 4-"Box Mi."W US')OR work in a careful and orderly manner with the least possible disturbance to the public. 2 6MUNI6JOISM10 TOP PLO,7E 5-6dC4f4Ufl(2Y"XD.I"J1")+OK PER JOIST,TOE NAIL 8. The Contractor shall make the neccesary arrangements to utilities and services 5-I0d WX(2 A'xO.l2vlIy 5-51X0.01"NAILS temporarily disconnected while performing the work as required. EXISTING FOUNDATION ° ° BEILIN6.Y7ISTNOT&"Acl-M-7PAR -LITiRAFrM 4•IGdBoxM-yoIs)OR 9. The Contractor shall provide all dimensions and cut-outs for other trades. S LAPS OYM FAdRTI TIONB[a"6ft9dn.R602°J.1,Rb0292 9-16d G&4,k*I1s A"X0.1621,OR PAC#NAIL NO CHANGES _dTableRDOT91(411 4-9'XO.01"NAIL5 10. The Contractor shall provide proper shoring and bracing for all remaining structure CEILING JOIST ATrAG+fEDTO PARALL.CL RAPrM prior to removal of existing structure. EXISTING 4 (HEEL JOINT). rAD-r.Nio5"P° FACE NAIL 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed I■..9-■t1w.prD029J,RDo297■r,eA r.a.RD°z.s.r'P'r!1' persons who shall arrange for and obtain all required inspections.The General 4•16d LOX 05'XO129°)OR a. s Ga1LAR rim TORAFT€RFAGL NAIL ORrYwX205o, 9-I0dQMNr0Nr51g"xo.l4a'),OR Contractor shall be responsible for scheduling all other inspections as required. Rlo'6E STRAP TO RAI'tt7t FAGS NAIL EACH RAFTPR P g P q 4-D'x0.161"NAILS ° 12. The Contractor is solely responsible for construction safety and shall hold the 9-16d SO*MAILS 1%i•xv.w)OK 2 TOE NAIL5 ON ONE SCe R4PTMOR,4DOr1R,55ToPLATI! •J-10dcaMMaNNAL! {M%O14L•),OR 001TM NAIL.ONOPPO51•lE owner and architect harmless from litigation arising out of the Contractor's failure to 4-lOd9w .126'J,OR s�oF�`H��toR +s'xO.19111"NAILS provide construction safety means and methods. I RELOCATE 4-Ibd eg,�"XO.159'1 oR SAW COMMON 1146.1 OR Tot..WN` CONSTRUCTION NOTES 4-10d DOX(9'Xo.12D),OR 7 ROOF kAI•TtiES 70 RIrA'eE,YALLCY OR HIP RAf'iBR5 OR 4-5'x0•151"NAILS MALS ELECT. SERVICE RaoF RAFTEfts TO MfVIMI,M 2"fUDF,E T3EAM 41,16d EIOx Pr J"x0A35'1 OR 2-16d COMMON(a S''X0J62'1 Olt 7OL"NAIL .o 9-I0d LOX M'1(01]159,OR 53'XO.5r NAL9 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. I NdGOIMNTOTI(SJ4"xo.162) JF'OG.PAGENAIL 2' Poured concrete shall have a minimum psi of 3500 at 28 days unless noted. e sTVo.res pillorrrweA,ZOw4.LPAMM-W lodWX,,12VIOR 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. - - - - = 9"xa75r)NAILS �"°�'FA "� copper termite sheild. I6d t3ax laA"xorJSq,aR• I . SToaT�ShaAr�As,rn,+�e,w§rTl enNmwui l6dBo',All,•5 I�"°G.PAG€NAL 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance I GOMCKS(AT 90,V W WALL PANELS) I"COMMON i'9!(i"X4.162'J, 16"Of...PACB NAIL W4 � � I I with the New York State Building Code and manufacturers specifications. 16d COMMOElaxM XO.1519 12"O.G.EACH EO62 FAGM NAIL' 6. Unless otherwise noted all framing and structural wood components shall be 9UILT-UP MEAifER tj°.T'`TD 7'�I'�EAi�li A•TN1�j•SPAG€R) 16d 9Ox t^91�'xO.196'7 I2"+4.C.@ArJ-I POBP FADE NNI. g P EXISTING FOUNDATION 4_"SOX MMON'XO-US),OR #2 or better Douglas Fir. NO CHANGES °w I i " GOMTft1°'�"��'•"� :Io L ��''SO'"'�''°"' TOENA•'L 7. All framing techniques and methods shall be as prescriptive design based on 16d COMMON(3x"tra,l6T) I6"OA.FAG€NAL AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) or as specified in R301.2.1.1 la TOP PLAT€To TOP PLATS lad WX CS"XO.IZ&'1,OR P 2X8 MAHOGANY RAFTER o a 9"XOIEI)NA,LS '�"D�FNA1L 8. All building envelope components shall comply with Chapter 6 of the Energy N I ° glad rvNnA•iN(s 7j•XO.16O'),OR N EXPOSED �� - -I� OOl6L€TOPP LATE 9PLICL'FORam. 1I149C15MIG 12-16dpox(5AIXOmt;OR Conservation Code of the State of New York. -'- - VRALtPrAALLLife5PAVNe4 ``� 12-R70WX(S•Xo125%OR r-Aol!NALONtAGH510eoF 9. Fireblocking shall be provided in all wood framed construction in accordance 12-'J")=101"NAILS ENO,JOINT MINIMIIr 24"LAP I- T T -I- T 7 -I-I- a ° ° i i I9 %MJeX LENSTH MACH 540EOr with NYS Code R 602.8 to form an effective fire barrier between stories and 1X6 CENTERBEAD @ CEILING 2X8 @ 16" OC DECK JOISTS I bU61EmPPLATESPAWN6XG Gb01)OR7�,Arb (2-16mf(5J100-ISs•) between the top story and roof space. LRAGPJ7 WALL L TV SPAOIN6>;2b' PAINTED WHITE I j 10. Protective panels shall be provided for glazed openings in accordance with TECO TO 2X12 ACID LEDGER I 16d COMMON(5A"XO.I62') u"AAS FAGS NAL NYS code R301.2.1.2 if the are required. - B a FASTENED TO HOUSE W/ ' B 14 wrroM"71!T°JDIm.RIMJOIST,BANGJoSTOR I"maxesA-X,J155•),aR Y q I - LLOCKINS&NOT AT 9RAC97 WALL PANELS) 12"O.G.FACB NAIL 5/4x4 GARAPA WD DECKING _ 9"%DJe''"""' W3 O � 1 � 11. All portions of the new structure are designed to comply with local geographic N rn 3/8 x 3- 1 /2 EPDXY COATED 1 5-16d WX ONX0,1ffi5'1;OR S€RCN 16'OC.PAGE;NAIL ° Ln > v6TTw PLA1ir TO JOINT,R1'MJOIST,9FNP JOIST OR 2-lad GOMM°N M A"X0,162').OR 2t3AGH 16"04.PAGE NAIL and climatic criteria as stated in the following table. T- SCREWS @ 12" O C STAGGER D; 's BLOCKIN/9(AT MAK-�WALL PANti-% 4-51X°_ISII,NAIL' 4 MArA W'°-r",�NAIL 1 I 4Imd°X ""Z -,- GEOGRAPHIC & CLIMATE DESIGN CRITERIA rjox(�Jj'7&O.ISS')r OR 4bd GOMMGIM(3 4-NO' ISi'1+OR TOC NAIL 4-106 BOX(13'X0I2D"),OR i 16 TOP ORB rtol-f•L it ToSTUP 4s9'x0.151NAI11, GROUND SNOW LOAD 45 ps1 I- T T --I- r- T --r 1 5.16d SOX(5!j")0.155%OR N I 4-I adUP4MON(5NNO162. CA a:rOMAIL WIND SPEED 130 MPH 2-3 X 3 POSTS a-,Od SOX M"XOA20"h OR SEISMIC DESIGN CATATGORY g � CV ° ° v Iv ' ----I-- --� a-a'xv.51"NAILs I I 9-lodnoxM"XOI21511OR WEATHERING SEVERE I I H I I I II I 11 TOP"T€5,L,"AT GOm a AND rT€RmCmaS 2e s16 d�a ac.°mMM ON(9 4x0 62q oR NAILS 1A �NAIL FROST LINE DEPTH 3 6" 9-odWXM x°.u9'7,OR TERMITE THREAT MODERATE TO HEAVY I 1 16 F'BRAMToM4CHSrA7ANDPLATE 2-10dBox(6,Y42a"),91'1OR DECAY SLIGHT TO MODERATE LU I I I I I �-,rid Lax t3•XOI�b"),DR PAGE NAIL D2 - I I I 2 9T -Lft50X I Y1 WINTER DESIGN TEMPERATURE 11 D 2 I ' s�' 'aK"'+4"� FLOOD HAZARD AS NOTED rJ WI D N ( 2 ) 2 X 1 2 A C Q G I R I 1-1 1•X 6'SWNTHINS TO EACH 9"ANE 2-10d"OX O'NO.126"):OR PACE NAIL �" O0 ANCHORED T O F T G S. ; 1 I 1 2 STAPLES,I'�OL l6e)CJ as"'Lame 5-edCaMI" KrJRX6.191"),oR � �I 1 WX X°. °R I 1 I nod COX M X0.17O'J,OR - - - - 9 STArL59,r+cRaWN 16ggJ�•LONs (� I v I j I 20 1'x w AND Avm SwATHMB'TD EALN or--ARIN6 4-OW VE BOX f2;"XO.n'J•1,oE'T WID€R BOX t I•x°• 'PAGE NAIL WINDOW & DOOR SCHEDULE I I I I 9,9d GOMh'ION r2 A"X0.151'J,DR N I o0 14" DIA. CONC. PIERS TYP. i - ' r &g '"'�'�°"'°� " I I I 4-Dd BOX BOX(2 J'X %OR)+°R -TOE N,VL O ANDERSON A SERIES DH J 21 Jo19Y ro SILL,TOP PLAT€aR 611.:'LR. "XO,I25.1,` W 2 SIZE Z,E T B D 6 X 6 GRILLE e•Xe•sl"NAIL KITCHEN SOUTH NEW WINDOW IN - Rog° I ' bdC<R O '�.115 4 aG,TOEN�uL WHITE EXT.PRIMED WHITE INT. EXIST. OPENING I R'MJa9r' 'JO9rCRLLaGK"e�°6"aRY°P AILS _ �� 6dE.7sX0° REIPLACE IN EXIST. OPENING ° PLATC&1tcaT APPLIGAYIONS ALSO) 1Dd f30X N"X0.126.1}oR 6'iO.G:Von NAIL N ° °I 2-Dd SGOMNfoN(Zwxo.P3r),OR RE-USE EXIST. HEADER 1'X 6•s'JE LOOR DR'1 n7 EAI.r-!.:>ISY Z-VA-L..MS,(I'' 1 .1 U7N6 PAC$NAIL A W3 ANDERSON SERIES D H -..__.....---__ 24 ="9USrLODR Te,JDPJ7 CR 6 RO€1t 9-1&d Elax fS.�ND %',,OR, SIZE T B D 9 x 6 GRILLE LdGOMMON(9 'xDA621 �IfmANOPfLE11 tL KITCHEN EAST , LINE OF PROPOSED P O R C „ �.�„�,�,�,,,,,F,�,IROnF1 5-1��X(9 n'xD.15s"):OR AT BEARIµ9,FAK.B NAIL WHITE EXT. CLADDING 2-bd PRIMED WOOD INTERIOR. 5_I6d G°MrMaN 'XQ 163" 96 BAND OR RIM J0157 TO JOIST 4-10 BOX(D"XO.10b),OR 78 4-9x19I NAA-LO, MAIL VZ '! W4 ANDERSON A SERIES DH 4-S'x 14go.STAPLES,d`GRa°vH. tad COMMON(4"XO.IN2),pR 62'0L.AT'TDP AND BOTTOM SIZE T B D 9 x 6 GRILLE KITCHEN EAST AN6 A&&e>RED ,ad OVUM"°."°''"� A °G F NA OAT WHITE EXT. CLADDING 2'E 9WLT-{JP 611R�R5 ANO pEAT15,2-INLN LUM .R LAYL"F5 ,'y"XO.iyi'PVUL5 AND BOr7OM 5TAb9ERE9 OPl d COMMON(4"X0.142.6 OR rAGE NAIL AT€107b AND PRIMED WOOD INTERIOR. 5-I0d WX W)VAIV 71 OR Ar GAGH SPLICE 9-9'XO.ISI°NAILS 4-164 COMM f5 Y."57pR 2'-8"x6'-8" SOLID CORE WD. 20 L€DB€R 971RIP&APfbRTiµ6.O13T'9 rM RAFTLLS' a-16d 13OX 01.1(D 25"),OR),OR rA€Ae:N J019T'as RAr7€1R, A A 4-10d9DX(S:'(O.12A!),aR PtiEN"` D2 EXTERIOR DOOR KITCHEN EAST .4-S•xO.IS1 N{JLS W 9RI0e1Ne TO J01S'r 2-IOd M1140.12611) MACH 9N1,TM NAIL WOOD 57IQIGTVRAI.PA EIA ROOF AND INTMOR WALL J£ATRI L9 TO FRAMRl9 AM PAK7IOLE WALLL .SHEATHIN&TO HI tAMN&(5EE TABLE R601.9(5)FOR WOOD 57KZ".*L PANEL EXTERIOR WALL SMEAT14NS TO WALL f"AMWe1 bd COMMON(2"xDA15')NAIL JftWLAOIR VIAL/ NOTE: PORCH PLAN PORCH FOUNDATIO-N PLAN 51 �„-A• ed GGMM�a1L'xD 1511NAIL fRO�) 01, „ ,76"_,. 9dG°MbN NAIL f2Jy'x°.,9,,, 6 ,,, CONFIRM MAKE AND MODEL OF ALL WINDOWS & IOd WWOµ(S"XO.146)NAIL;OR DOORS WITH OWNER PRIOR TO PLACING ORDER. SdMA'x0.1S1')DEFORIMe?NAIL 12 OWNER TO CONFIRM SCREEN CHOICE, HARDWARE 112 �J1 112 J �SHEATW', , 0 " ,� _1 O �� $WA114k'TIRA GLLLULOSIGFIEER!»A�7 D,,,�, °R,'�,�,NIZED N�TAP, ,66.. 6 CHOICE AND INTERIOR FINISH AND EXTERIOR I SNEATNINe 54 = ,,,R~, r-k �IG ' ,ARD DI M€�,�,°Rt dRa�6rAPLEW,V, 5 COLOR. OWNER TO APPROVE HINGE PLACEMENT I 'eA,..YANZHl ROCJFINe NAI4 ST RE REV. 3 . 6 . REV . . . 3 M A"eT'PSA1M*tA'N1N9d ' ANI lY,,"LDhle.I Ks' .EY'15, Y Y d I Ys'6ALYANIXEa ROO-INS NAIL;WAPLB 56 9G'6YP91M 9HP.ATHIN6 &ALYANI 2.I W TYPE W OR S I Y A=0 IT""WI TRLAL PAI.EL COMBINATION WS,-LOG'R UNDERLAYM6IT TO FWAKN6 6d OEFORr4ri tzlxo.1200;NAIL4 OR 51 '711'AND LE54 bd COMMON f'21S"XO.I51'1 NAIL 6 12 ■�/q�/ 1W GAMMON O.W.151'J NAIL,OR V C C U I AN CY 0 R 98 JL'-l• bel DGPORNIC'7(4 A•!(0.170°)NAIL. 6 12 lad COFMON M"X0.14q")NAILy OR 12. APPROVED AS VOTED &d DEPOVMM r2Y.x0.120"1 NAIL -d USE IS UNLAWFUL FORSI,I�.25-4mm,1F-L■SO4A mm,I MILE PER HOLR.0.441 mM;I k.1.&OMS MPa oA 3 B.P e 935�� IT■af '.. a.µA ARE AWlO*RI-GCM1 ON.WX OR Ifi�WMVV 9NANK5 EXGEPr WHRW oT+1_ W SE 5rATED.NAN nM.5 U FOR MAMIW&AW 6MPATNIWS R ■Q UT CERTIFICATE : ILS GONNEC110NS•RRAL,HAVE MIMMM AYLR•.SG 0ENDIN6'fMLO 9TRIIH5TH5 AS Sl Ol ,W K51 FM%4ANK DIAMCI'LR OF 1D.IY1 INCH Mad Ill-. '�� Cat•+nWN NAU-1,40 KSI FOR SHANK°IAMErfRS LAR&ER Ti&Ml 0.142 1TIG4[311r NOT LAF45M THAN 0 ING1i,AND 100 Y,SI FOR SHANK DIA'MMUS OF 0.142 INCH 0R LE55• b.STAPLES A M V.OA&E MOM Arp NAVE A MMIM.M TA6-MKeH ON DIANM7W MX*MOTH. .. c.NAILS SHAI 5E EPA=AT NOT SOW VAN 6 INC WS ON e.E?4T A AT ALL fd1 rMM*CW SPANS ARE 4D IWJ-Ev oR 61REATM. NOTIFY BUILDINGDEPARTMENTAT P OCCUPANCY d.rOl^-rOOr0Y6FODrOR4-FWTeY•-roarPAN�s9HALLWAPPLIt17VMTIGALLY, 631-765-1802 8AM T04PM FOR THE °'*lEKI Ne�"AMTL S NOT I&MANQL�",H50MI �„LI�D ,R T7 I� '( . 1780 VILLAGE LANE }� /� R_WHERE••THE ULTIMATE aE516N WMO SPEFx IS ISO MF'+1 OR 1.�S,NA1.5 FOR ATrAChNN3 Y�bW STRI.IGIIJRAL PAID}.�R00�'SHEATHINu r0 FOLLOWING INSPECTIONS: SABLE CNO WALL.r1KAK?,0 5KALL EC 51,1=6 IM+eb ON CLATWL WrCRE TM u.,rIMAM VI:SION WAD tmxv 1s Ove-mmR THAN ISO MPH,. NAILS FOR ATTACHING PAWL ROOF 9HPA,T)IN6 TO INTH4h1EDIATE SUPPORTS SH LE 6E SPACED 6 INGHM ON CENTER FOR MNM.M 4rm 1. OI51-ANGE r-ROH R POM EAVES AND SA.".:E?VA NALLSF AND 4 MGNEb CK[$NT£R 10&ABLE 00 WALL f rAMtNS, FOUNDATION-TWO REQUIRED g 9 EAT411N6 GOWORM ro A 97M G 15R6 AND SHALL r9E INSTALLED pi AGGORDANGE YIITH SA 255 FIBERBOARD 9F@ ArHI J6 ORIENT N .Y. 5+W_L CONFO RM ra ASTM O 206 FOR POURED CONCRETE 7r.5PACIN5 OP rASTEµEF S ON FLOOR S14ArHIN5€Ds€9 APPLIFS TO PANEL MCM SIRMTEO Br PI AMN6 W 111t, S A,.ft, UIl�O 6LOCAGIN5 A•O AT FLOOR PERIMETERS G11.Y,SPAVW OF FASTEI.ET4b ON ROOF SHEATWN&PANEL Et+6P5 APPLIES TO PANEL.EPOM SUPPORTT:D far rRAMIN&M�AND R J RED 51, KIN&.51A014N&OF WCOf OK FLOOR rANrL ZpeM PER ,gOlGULw TY7 BOUGH-FRAMING&PLUMBING THE FRAMING M1ET8�iRs Nr ii NOT WPROvVW ExrEPr AS VZ191114"IW OrH3R P"ISIONS OF THIS GOOF.FLOOR rMh TER SHAD WCOMPLY WITH ALL CODES OF 5 PPMTgD�r�AN,INef., ORU.D�GKNd. 3. INSULATION I W4E3RF A RAFTER IS PA STETED TO AN ADJACENT PAPLA LM CEILtWo:OISr IN A�D,w.,E Hril ME,SO+EdAE."%W of TWO TOE NAI N NEW YOR K STATE & TOWN CODES eSLs ON DNB 510E OP THE RATTER AND TOE*VL5 MOhf TNB GEILIµe 1015-r TO TOP PLATE IN ACGORaAN Ca WITH THIS SGFF�V1 E.THE T.NAL ,NE OFVOn SID€ R OF nif; ARR SHALL AOr INS REQUIRED. 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. AS REQUIRED AND CONDITIONS OF ALL CONSTRUCTION SHALL MEET THE I PORCH REQUIREMENTS OF THE CODES OF NEW S0R0LD TOV'!N ZBA YORK STATE. NOT RESPONSIBLE FOR SOLRHOLD TOVV'IN PLR-'!-'!";G BOARD DESIGN OR CONSTRUCTON ERRORS "SOUT�iOLD TOt"TI TRUSTEES FLOOR PLANS N.Y.S.DEC �REo ARC a j/ II P� 6 �OP) �"`S RETAIN STORM 1AIATER RUNOFF 4�' _ "A 20 DECEMBE q4i21, Cam. PURSUANT TO C11PPTER 236 ` �.; „ m ' � ?.zTcf ' �. AS NOTE OIF THE TOUdN CODE, 0`'$ OF ��I`� REV. 3 . 6 . 2 3 \ irmnr n P R MARREN ARCHITECT M I ► 2023 uu�lnl�o�gp arrenandnewman .com T OFSOuTHOLD wa,NorALMNlflrarlltuwTee MINIKH OMIGN M-AD'LOADS* AS rr-R A'SGt'T-05 coN1EGT KING!}TIDG TO TDP PLAT},' EeE NooF STIeAPPrNS DerAIU waAr u4 mALs.�GA.cd.enI¢AP ' TOP Cr TOP PLATE 4 NAIL LOAD PR►HINU .[.:raf�IlL.d"'i 0 6EiLINO5 ", eRl•ns - - f5'it'P JM SC APJ 1/2-lft "RAC VQ= VP^'W Eit?stm BOARD /S-i q.O _ SLZ'3 M Ino.V'ERINyr5. 1R66f" AND HAL'.w. , EXISTING ROOF TO REMAIN ___ ASPHAL'T.5N1wpLr-.5 -- ----------- ... -- - `CPEfJ INS - -----..— _ --— ------ I..................... ""`antes tz"1.YW fps I/2-In3 1.6 ��OPBdN6 FOR New /1 w� "NOON OR EXTIMIOR DOOR f+:IIE II'� ��I E ON,,1t rK4n., _�_- -- 51td --MY S1*; T KA:TERI Wr-IN& I RA 0.1 [.... IALAoTER:PRt OF I 1401C-MORANE I'S. ---— .._......._.._..............._......_......................-... __1......._. = _ � Ii- � L"CiCl A1�1 `F' L'60R FI'N'lSmE5 _rF _ IIoUPLIPT1 I I I Nme. 6ER,AMIG 0I WARRY TILE t��a-�►� UPL.PR wNIecnON is ma wtw _ AT TOMSN- Bb OP K f um#4 AND AT... ...... ........ __ I I I �OLA"sD 1 I I I TO UN IZ ORS AT 41L N wAW O I pay / A p 1}�!py f - _ 1D Tc7p AND sa A m OF 9i105 AND Swr' Ill"II .'M7✓3�.T1"�7�i7inir" AT TOP AND BOTn7M OF GRPPLE9. I iI I I I I ! : fAiD tzL.C9t�R1N5 -rt- 40 - --- - - Ltl .£ 4 + .A51 +4LT TILP, I/4.1rt 3,a i..... ... _— 6 Ea.STRAP Ties&MI!AGn 9 ®� n j ,r+ ,/J ..... : aT mN.. sTRONo-fr colrsi00" usesIN z-MAX 42 ION ESISTA oRs �,�lJy.ry !.VW"�.IF14�''I!1 `-ln., .C?..jj...........__. - MODS.O GSIs OR A►'BEA & N THE! TO F INGI ALL KA GORROSIN RL°:119TANGL STRIP A NAVE MIN IZ'LA7E T O V IOM. PCR ALL kAlI..L.IN G GM4r ON AID NRAP IRlJEli&LL R.ATE AT PGLlDATION. W AG61 LAlMBER. UPLIFT CONNECTOR DETAIL FLOORS, ]HOOD;SST (no pfostcr) �2-�. IF�tn. JOIST SIZES 61`0 C .C. Oz." 2xt, RE-ROUTE EXIST. LEADER MEMBRANE ROOF END F SOFFIT — R30122.PROTir nON Or-OPENN&S. E>CrERIOR Gl_AZiNLS IN BALDINS5 LOCATED IN 2x5TO b � WtPeop0le PEORIS RESIONS%ALL DE rROTECTED FROM HINDSORIME mms. 2xI0 ALL NEW LEADERS i I I ( i GLAZED OPENING FWT'EGTION wlr� DIrSRl5�riALL Mi�7 THE REQUIREMENT'S OF TI-E LAR+M MISSILE TEST OF ASTM E 1"6 AND ASTM E IbM AS 2xt2 5 "T TO TERMINATE IN D R Y W E L L S N Ie9N 50I 211_21 6ARAASM 6LA�c�IINS PROTECTION FOR NM R ! CIS 644ALL MI<CT THC 4: OUIF:CWM5 Or-AN IMPACT�I:STI" ;...... . M r' R l �I - RA Mc A TITIC? NS �/ STANDARD OR AN9t1DASMA 115. TABLE S�t7NI} HOOD OR STEEL '5TI ,1/241. ISYP.VOTTH 51 5 D5 o D2 W3 W4 _ 1W R A M E HALLS / i�Vf�OD STRfZTUFiAL PANELS KITH A THICKNESS OF �THAN�3(oIW.,H AND A E ( IN S REL A D I ..... 1 . I SWAN O"I~NOT M©141=THAN E�FEET"SHALL 6 PERM FOR C.}flE P'ROT�T �RIC�R ' PANELS SHALL C3E PREC,1lT ANA ATTAR TO THE FF'AMtN6 OUIJDIPJ�r TH I�t�eLLSa: { I OPENING CONTAININS THE PRCVLZT K714 TYM 6LAZED OPENIN5.PANELS SHALL It D OR :2x4 fly 1"M,5/6 MI, EPR 7RILL1=t? REt?A 1MlA} EPR01lIH TTAtk1M@Nf' 3FIAl i 1 16 d iNSULATM,5/5 1 'SIL EI [ I i ESIST THE COMPONET AND OLAEn7 NIS LOAVS PMEWINFO IN ACCORDANCE KT14 / II 3 PITHM TAIN-P RWi�(Z OR A 1,HIT4 TI2 P IANITNT CoORROSIM-PZ515TANT 2x6`0 16-#n,S/5-iR.'0YPSLH, ATTAr,+*0ZNIT HAPDAAiRE PROVIDW ANd Al G PERMAIENTLY NSTAI�n ON 11 TED, / '-�'I,510IN49 I1d5tJLA �" i BUILI?IN&. ATTAC++MENT IN AGGOfPA1+Z KITH TABLE P001.2.1.2 IS PERMITTVP SOOIt 3 , - - ; EVILDiNSS IIIiT14 A MEAN ROOF NEIrSHT Cyr-45 FEt_T OR Lis"412RE THE ULTIMATE I. -- ;_ �R1C�R 5T'UL3 WALLS �*IITf 1 ,fGN:,�I�L�R + .a rMSION WIND S W, IS 100 MOP+OR LESS, a [- WEI& OF'MASONRY INCLUDE MORTAR BJT NOT.FLASTM. "I'-C�R RAILING TO CODE i ! TABLE R5C71 2.I.2: w1t+ 1 RNE DEBRI5 PIaaT GTIa>,11", TI=NIr�s �sTM,'A s IWft2 I ,+ + I•AG1 Pt Tt vALI \� I SGf-EbUL1= FOR YVG�OD STRUCTURAL PANELS C 1VEN REPFZSCNT A E5. IN 501 w''.AS S 15 A C.ON LIE f�E H R THE 5AM1r G 'TlON. ........ ..... _ i ' FA3T1EN1�L 5f'',�CINS 5I 01`tcSTI�JG \ ; 1•ASTEN�ra TYPE 01 1C 7A ,,. i PANEL SPAN < PANEL SPAN PA1�L. SPAN 2-3 X3 POSTS TYP. L 14 PANEL �b E ,t a 1'CJOT R 315: FERMANt NT GE-."RTiP GATE - HALL`8E Gt7 F LL�i� " � I BVIL1?E1 OR R iSTE1"wEV DES 6N,PROFI 5TONAL AND,POSTS IN I L_ NO.� 1�%,REH - - LMLMY ROOM CR cneR APPROVED Lo.I)N INSIDE THE t3A WITH 2 I+b IJ a'3 ` --....=...— '__..:--_ .--• _ -.. —. INCH Ei SEPMENT LEN57H evILDINO'. NO, tO WOOD � R.4Q2.2.4:+ ATTIC (M-4R441- SPADE LOESS,'- SMALL Be,. 15A5EP ANCHOR WITH 2 16 12 � INCH EMBEDMENT LENGTH Y�ATHE�=STRIfFPED AND INSULATED TO,A !LEVEL'EWI VAL.ENT` T� [-. THE IN�JLATION 4)N TH5 SURR UNDINC, SURFACES. OOD PANELS X IWH LAO �w BASF ANCh1OR WITH 2 16 16 f FZ4O2.4:'AIR LEAIE - BUILt7 TEO THERMAIL ENVELOPE SHALL .BE PAINTED WHITE INCH 1 ~Dtr1E1ET LEN6T1f c-bNs7R'oGTED *ro LIMIT AIR ImAICA&E To < S AIR 6HANSE�S PER HOUR. a TH15 TA5L1± 15 SASED ON 160 MP4 ULTIMATE D �l WtNI7 �+P T7 AND A 33 Pt2GT MEAN ROt R4CJ2.4 *'1- INSTALLATION'S THE COMPONENTS OP THE BUt1�NC7 t iw�aHT. THERMAL, ENVELOPE 5HAILL BE INSTALLED IN.ACCORDANCE N1TI4 b. 1�AS+Tr�NERS SHALL 1 INSTALLED AT CSti� ENDS Or Tim WOOD'STRUCTI�AL- PANEL.. THE.,CRITERIA LIsmo IN TABLE 402.4.I.1. I+�HEIRE REG'tUiR.12D BY EXISTING HOUSE - NO WORK IMASrEN� SHALL BE LOCATED NOT L MS THAN OODE'b1=F-1 r' AN APPROVED TH1RO PARTY:SHAL.L. INSPECT ALL. INCH FROM THE ED6t! OP THE PANEL. COMFONE:NTS"AND VERIFY COMPLIANCE. G. ANGt�OR5 5HA,LL PENETRATE THROL16H THE EXTERIOR WALL -ESS THAINSN WITH AN EMBEDMENT R402.4J.'Z TE5TIN5 }-'BUILVINS"OR'DKM_LIN , LNIT SHALL BE LENST'H OF NOT L1=55 THAi�1 � INCHES INTO TFIE BUILL7"INS FRAIME. rASTENERS SHALL 1M LOCATED TESTED AND VERIFIED AS HAVff,* < 5. ACH50 IN OZ4A, 5�, A&A NOT LE55 THAN 2,f2 INGt4E5 f-ROM THE WOE OF THE 'TESTIN157 '.SHALL BE CONI�UG"I'EV BY AN A1��,THIRD PAAT1 _' CONCRETE DLOCK OR C-ONCRETE. d. PANELS ATTALfaED 10 MA NRY OR R402.4�r4: CO-SU5T10N CL�7SETS 'w ROOD+ C0NT"AIN9N . MA5ELEVATION B VIER N ION-RE515J 5!f.AL.L ATTAAVIN AN FiA.L NIN6 APPLIANCES REQUIRE SPECIAL CARE. VIE6RAT1rz KITH IZAKAt ANCHORS t1OF N LI E'XC.EP'T1ON:"DIRE6T VENT` APPLIANCES.WIT+ BCC,INTAKE A U1..TiMA1'1� WlTh1k�AY�,AL GAP:,�6GI'T`t'OF NOT L:�S T44AN 1000 FOUND5. EX+�AUST PIPES tNSTAi.LeD CoI71N;k Le To,THE OUTSIDE 11 _ 1 1 _ 11 R403 3.2;= I UC.7 5yf'A 1J6 -» DUCT ap AIt�i-lAh+f�7LL 5, ANL'� F1L1'ER BOXES SHALL BE SEALED. R4OM,5.3. DUCT TMTIN5, - 1�UCTS 51-fALL BE �� T'E5TED TO DETERMINE AIR LEAKAGE. EXCEPTION i?UCT LEAKAGE TEST i3 NOT,fREOUlf E1� AH E THE DUCTS • ANi2 AI}R HANDLERS ARE LOCATED ENTIRELY WITHIN THE BUI L DI NC, THEE AL ENVELOf�. R465Z.5: 13I11L.DjNe 4*V TIES .- SHALL NOT BE � AS PUCTS OR PLENUMS R4�.4; '1�CHANICAL. SYSTEM PIPING DNWL.ATION • OAR1R`Yl ' FLUIDS >105°F OR <55*F;INSULATE TO A-5 M!N. R4 3bi l �6fH' l6AL "�"ENTiL.ATION - "IHE.BUILDINt5 SHALL BE PROVIDEEfl KITH VENTILATION THAT;M=TSI THE REQUIREMEN:TS•OF IRCIITHtt-ac #AMCAL VENTILATION RA`M'S+4AL.L BE No ATM THAN 0.01"X CFA + "15 'X (fit OF BEDROOMS + ) -------=--- 16FA = CONDITIONED FLOOR :AREA ACCA MANUEL�5, 1A5ED O"N - ------._-.- _ _ —` _._---------__-___ _.... ..... LOADS ICALCUL.A'ED PER ACCA MANL.EL-J. EXISTING ROOF TO REMAIN f24C74.1::LItSHT.INtS -A MINIMUM OF ' • PERMANENTLY ---- INSTALLED FIXTUR::ES MUST,HAVE 1164q-EFFIGANOY' LAMPS.' RE-ROUTE LEADER MEMBRANE ROOF TO END OF SOFFIT �t L L _ I_ i 12 / W3 W4 I I .I - III I.11 i I I J S REE A D I ii iID a 1. - - -- �1 _ [._ _� I { . LI i� �:I I I r1780 VILLAGE LANE , ® ® ® ORIENT N � l I _a — -- — — — — — _ Ja {1 J I l �` X POSTS TYP. I 2-3 3 IL L IT o OOD PANE DWH E ILJ EXTERIOR ELEVATIONS EXISTING HOUSE - NO WORK RED AR 20 DECEMBER 202 2 EAST ( FRONT ) ELEVATION—� Ewa , 1 /4 11 = 1 1_0 11 �����'�~�.s" =� AS NOTED 9�� G 211b QF NE PETER MARREN ARCHITECT pm@marrenandnewman .com ..EXIST. �...................... �..... BRICK __CHIMNEY i ............ . ._.:. EXIST. ROOF @ MAIN HOUSE.." i NO PROPOSED WORK - - ...... .... .. .. ...... I I � E _ C EXISTING ROOF OVER KITCHEN I.� RE-ROUTE BUILT-IN GUTTER TO ! - I Y_ - -- I _ - I k- -- �. . � -- � - LEADER GABLE END. 1 EXISTING FACADE I ( ROOF LIINE j I J NO PROIPOSED WORK 1...Ll -.. 1. 1 i - -- - � . I I 1 I { NEW ROOF OVER PORCH ( EPDM MEMBRANE ROOFING EXIST. VVHITE PAINTED TRIM, TRIM TO BE PAINTED WHITE 3/4" PLYWOOD SHEATHING CORNER; BOARDS & CASING 1 x6 EDGE & CENTERBEAD ( EXPOSED )WHITE - . ...:.-.... _. _ _, ..,_ _, _a. E - - �. _ _ 3.. .. ..._ 2 X 8 MAHOGANY JOISTS @ 30" OC ( EXPOSED ) ,;. j �� _..� _ - NEW RECESSED GUTTER @ PORCH ROOF , L_. _ 1.. is NE wi IDo NEW LEADER TO -- ! IN Exi T. XI T. I 2X10 LEDGER FASTENEDTO ( ) 2X8 HEADER ANCHORED TO POSTS _ .. MATCH EXIST. 13/ 2 E FRAMING : I , R LOCATE I EPDXY COATED CREW @ 2 - 3X3 POSTS W/ 1 - 1 /4" SPACE BETWEEN I ! EEC. SERVICE ]LIE , : " I L! _ I (_I.... :........... F1. ... L. ;_ ........ O ..� .. ! .... ( - 12 OC STAGGERED i ! JI NEW LEADER TO BE INSTALLED BEHIND LEFT IFF] �- PAIR OF COLUMNS I I ( WHITE PAINTED I I J ( ( EXIST. FRONT STOOP POSTS TO BE ANCHORED TO GIRDER POSTS TYP. i J„ Lj NO CHANGES rN I ' ROUND 'WHITE LEADER I ; J FROM BIUILT-IN GUTTER i j - RAILING TO CODE : �� _ . _ _ t _ 'r 2X8 @ 16' OC DECK JOISTS T�� 1 It 5/4x4 GARAPA TECO TO 2X12 ACQ LEDGER IT OP OF FLOOR WOOD DECKING FASTENED TO HOUSE FRAMING W/ �..:._.......;_� ._ _ -- _T-__-.. __--- --=- _ .._ 3/8"x EPDXY 3- 1 /2" EPO S @ COATED SCREW : 12" OC STAGGERED : L .� ..... 1 WOOD PANELS .EXIST. BRICK ( 2 ) 2X12 ACO GIRDER ! L . HITS . ANCHORED TO FTGS. STONE I I i I I I � I 14" DIA. CONC. PIERS TO CO I I 36" BELOW FIN. GRADE TYP. I I I I I I I I I I SOUTH ( SIDE ) ELEVATION A SECTION # 1 ' ----if = 11 I - 01v 112 1 112 1 REV. 3 . 6 . 2 3 REV. 3 . 6 . 2 3 1780 VILLAGE LANE ORIENT N .Y. ELEVATION & SECTION E '�� c , \CND" xx I `� t: . x 20 DECEMBER 2022 a y AS NOTED 021 , PETER MARREN ARCHITECT pm@marrenandnewman.com Y � ` v. AA ..rl z7m� i.� .. .+v ,. _.-._._.`��-" -. ,.. .-.t.+� ..,r. .. � � �•...ram,. 16k.AP i 4_. p�47y��_r ��� • \r a� i►lkii ��A fiylz3 714, III t 1. :,. L t 1 ma�yy', � � :• c f Iltl, I I III . �_.�f-•4• -� � of -�_.-,� `"'111sjIrR ? aQ{�. t � - _ .•' Tyi'^ .1IY:4� - ''t:IY'u'�+M"f�'{•a>. .,- � �• - ,, d'� :r � ��iRc � ' .Y Pam} t �r + � � r _ �� ems... y$�,�-fir, `� nrk? r"7fu+. I Jam" I TI 1.f , 4 4 _ a R `. APR - 1 2026