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Home My WebLink About47269-Z ��p�gpEFOly Town of Southold 6/17/2023 P.O.Box 1179 W 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44207 Date: 6/8/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 255 Corwin St, Greenport SCTM#: 473889 Sec/Block/Lot: 48.-1-44.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/28/2021 pursuant to which Building Permit No. 47269 dated 12/27/2021 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: reconstructed single family dwelling with unfinished basement and covered enta as applied for per ZBA 97572, dated 12/16/2021. 6/17/2023 Corrected for Certifcate of Occupancy number only. The certificate is issued to Divello,Jonathan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1920 3/20/2023 ELECTRICAL CERTIFICATE NO. 47269 10/27/2022 PLUMBERS CERTIFICATION DATED 2/10/2023 o Plu b g&Hea g Au ori d 1 afore �g11ffD1K„` TOWN OF SOUTHOLD BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE Wo • SOUTHOLD, NY y�ol 0,ss 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#: 47269 Date: 12/27/2021 Permission is hereby granted to: Divello, Jonathan 889 Harrison Ave FI 2 Riverhead, NY 11901 To: Construct additions and alterations (meets town definition of demo / ND) to existing single family dwelling as applied for, per ZBA#7572 and SCHD approvals. At premises located at: 255 Corwin St, Greenport SCTM # 473889 Sec/Block/Lot# 48.-1-44.2 Pursuant to application dated 4/28/2021 and approved by the Building Inspector. To expire on 6/28/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $839.60 CO-ADDITION TO DWELLING $50.00 Total: $889.60 Building Inspector �o�g�Ffo� l Town of Southold 6/8/2023 G a y� P.O.Box 1179 0 53095 Main Rd WG'ytj o� i4� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44139 Date: 6/8/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 255 Corwin St,Greenport SCTM#: 473889 Sec/Block/Lot: 48.-1-44.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/28/2021 pursuant to which Building Permit No. 47269 dated 12/27/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: reconstructed single family dwelling;with unfinished basement and covered entry as applied for per ZBA#7572, dated 12/16/2021. The certificate is issued to Divello,Jonathan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1920 3/20/2023 ELECTRICAL CERTIFICATE NO. 47269 10/27/2022 PLUMBERS CERTIFICATION DATED 2/10/2023 Cfinpeon P Bing&Wting Aut 'ze a 'gnature OF SO!/T�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �e sea n.devlint'aD_town.Southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Johnathan Divello Address: 255 Corwin St city:Greenport st: NY zip: 11944 Building Permit#: 47269 Section: 4$ Block: 1 Lot: 44.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Modern Electric East License No: 55647ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 62 Ceiling Fixtures 14 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors 4 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 53 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 45' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 33 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, Mini Fridge, W/D, 200A panel 40 Circuit/ 35 Used Notes: New Two Story Inspector Signature: Date: October 27, 2022 S. Devlin-Cert Electrical Compliance Form 5 pF SO�T�oI . Town Hall Annex ( Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �*7 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: a 10 - � 0 a 3 Building Permit No. 'H-71 9 Owner: jb%'0'4�C'r Dt V Z ��0 (Please print)/ Plumber: . 2 (v '2 (Please print) �' I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 0 day of re b 1'u G Y y 20 2- 3 Notary Public, Syf I'1 County JC IL, 1- 11 FEB 1 T 7.Q23 LEAS.ISIS - NoWy t�O11S60 2049 w York WILU��1l�U&I. i1 Suffolk County TOWN OF SOI r`mnl v, (vWn�xpkes Mardi 22, 20.�7Z OF SO(/lyo{o # * TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION- q"F�OUNDATION 1ST [ ] ROUGH PL13G. [, ] 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 REMARKS: DATE INSPECTOR pF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ LECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O R7=: D - DATE 1 l �?'Z' INSPECTOR �� OF Soplh, o� # # TOWN OF SOUTHOLD BUILDING DEPT. °�ycourme�` 765-1802 . .INSPECTION [ . UNDATION 1 ST [ ] 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 REMARKS:-SP !�O-.A"/ +a DATE INSPECTOR o�aftsf so yO L4—7 �far Pv m aa� * # TOWN OF SOkJTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] zFIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: OAA "e-Ilef r DATE I INSPECTOR :l OF SOUIyo� _ -1 # # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO H) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ON [ ] PRE C/O [ ] RENTAL RE RKSAmull(WIN IVQiI� � vi�✓• ca[vvnm;,jolj" ,r 6goo- . Wof w - c Ih ~ .P.,�61/ S L4ejv . DATE SPECTOR soalyo� 4 2 SSW 1(1 ;. TOWN OF SOUTHOLD BUILDING DEPT. `ycourm765-1802 INSPECTION [ ] FOUNDATION 1ST , [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIONICAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE 0 / 271 INSPECTOR j �r� OF SOUjho6 1 # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (D k�� -L"00/ DATE 3 yoY'� INSPECTORyy�,-%f"2z- Bunch, Connie From: Jon Divello <jondivello@icloud.com> Sent: Thursday,June 8, 2023 1:05 PM To: Bunch, Connie Cc: Ike Israel Subject: 255 corwin ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 DAA DiGiovanni and Associates Architects 26 preston avenue sea cliff,ny 11579 (516)671-3624 email DAA93@msn.com January 17,2023 Town of Southold Building Department 54375 Main Rd PO Box 1179 Southold,NY 11971 Re: 255 Corwin Street Greenport,NY Permit #47269 SCTM 1000—48=1 —44.2 To whom it may concern, We have reviewed the construction in the field at the above referenced project and finds it complies with the approved plans including: • Framing • Strapping • Insulation • Plumbing P / �9cye with any questions..P1. ! eel �% '�A z JAN 2 0 )n23 � a 162 �TJMMJ NIG Dr.,r;- '. �dG•ib� ',RA, aia TOWN cc: Jon Divello, Ike Israel Corwin 1.17.23 EL FOUNDATION(IST) `•�� _ aw PF _ / ------------------------------ am Fri • 1 • 1 RA ^i I Dim ;W1,19 ROUGH of PLUNMiNG''o INSULATION. STATE EARGY 015" ° ® ; a110-1!°PRJMI,ifM, ��F►� AM IA � • 11 • a o 0 - ter , < �® �► mill M 5XWsLW,&PA111r:�!A.2111.111M MMM / .L• r ' / 1=0 i SurtFaik .. TOWN OF SOUTHOLD—BUILDING DEPARTMENT \ •b�A as�. Town Hall Annex 54375 Main Road P. 0. .3ox 1179 Southold,NY 11971-0959 ,pyo• ova Telephone(631) 765-1802 Fax (631) 765-6 502 https:l/�Tw��.southotdtownny. ov Date Received APPLICATION FOR BUILDING -PERMIT '�■�/� ■� � '1"1 V �I'��r 0 ce Use Anly �� ._� f' t PERMI N0. �' a�_ Building Inspeaor: :fie• - Applic ions and fiorms must be filled out•iri ihele entirety:1ncomplei e ,TM ' 6 • " e 4x.fib appiic inns yrlll not.be accepted ;Where the Applicant is nattiie 6ivner,`an ��•,' ,t. .'•, . ,. Ovine s Authorization form"(Page Z)"shall be compiii ad Date: April,26, 2021 OWN R($)OF.PROPER7y. Name Issac Isreal & Jonathan DiVello sCTM#1000-48-1-44.2 Projec L Address-255 Corwin St, Greenport NY 11955 Phone #: 631 901-5866 rmaa:jdiyello@mesliny.com Mailin Address: 889 Harrison Ave, 2nd Floor, Riverhead, NY 11901 CONT "CT,PERSON Name Jonathan DiVello Mailir g Address: 889 Harrison Ave, 2nd Floor, Riverhead, NY 1190.1 Phone M 631 901-5866 Email: jdivello@meslipy.com DES! i?ROFESSIONA'LFORMATIOIN: .. Name DiGiovanni and Associated Architects Mailir g Address: 26 Preston Aye, Sea cliff,, NY 11579 Phone M 516 671-3624 Fmail: Daa93@msn.com CONT L,CrOR INFORMA710N:` Name to be selected Mallir g Address: { Phon #: Email: DESC IPTION:OF PROPOSED CONSTRUCTION::,: 0,' ❑Ne Structure MAddition MAlteration ❑Repair ❑Dem4olition Estimated Cost of Project: Doter $ ao,000 will t e lot be re=graded? ❑Yes MNo Will excess fill be removed from premises? ❑Yes MNo t 1 i :.PROPERTIfaNFOAMATION RM964 se of property: Single Family Residence Intended use of property: Single Family Residence se district in which premises is situated: Art!there any covenants and restrictions with respect to thi:;property? QYes ®No IF YES, PROVIDE A COPY. Box Af#er;Reading:,.The gainer/co»tractgrJdesign`professloiial's iesponilble,for atldrainage and storiii water Issues a`s provided by; chapter Bbf the Town Code.,APP!lCA-hoN lS HEREBY MADE to_the 6utlding De"p rtirent for the•lssuance of a llulldtng Perm,pu u,p tkhe 8 ild e„ Ordlnan a of the Town of Southold;Suffolk,County,dew yorkand other apptira6le laws,Orinarices ar Regulations,farhe:toction buildin , 1 ;. additlo ,alteraticns o�for'removal or damolitlon'as herein desafbed.The`appllge►t agrees to compty,wit}falt appllca6j�:ordinances, uildl5ny�SSde tiousing ode and rEgulaticigs Mynd tgadm(t atorized tnspectars ari premises and int buildin¢(s)for netessary,laSpectlons,Fal;e'statemers made lereln are punisha je.asaQassAinisderneailcrparsuantto.Section2xmit5.ofthe:MewYorkSta*PenalLaw:, Appli tion Submitted By(print name):`Jonathan DiVedo ❑Authorized Agent @Owner Signal ure of Applicant: Date: 4/26/2021 STATE OF NEW YORK) SS: COUN OF 1A-1,,k,_ Jon han DiVello being du°y sworn,deposes and says that(s)he is the applicant (Name f individual signing contract)above named, (S)he is the Owner (Contractor,Agent,Corporate Officer,etc.) of said wner or owners,and is duly authorized to perform or have performed the said work and to make and file this appiica ion;that all statements contained in this application art:true to the best of his/her knowledge and belief;and that thi work will be performed in the manner set forth in the application file therewith. e f 3 Sworn efore me this ay of PA Notary Public Rose Ruck NONOTARY PUBLIC-State of.N No.01 RU6396462 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk Cot�my OonNmmission Expires August'19 • (Where the applicantis not the owner) a residing at do hereby authorize A rN to apply on my be If to tlown of Sout - uilding Department for approval as described herein. /4 O is Signature Date Print Owner's Name 2 „.y Fe! :' "ai ',m ff' .. -s: .�r Ste' '�- n-, 'P$� E s+7 Existing use of property: h% 1� ,�.yKil Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to _----.--...__...----.............._.___..._._...,.............................._,___...__.._.........-.;.........._.__. this property? ❑Yes 614o IF YES,PROVIDE}iA COPY. ytY ;M. —_�S'7i'i11Y4 �+L�"--° E7YIMIM'a. _ C�i�ecli B0 ften.e�ding.4Thowne�coMla 'd a �s ices otlfilc —11 y Ina n stone r ues as � y :� '�- t�€w�rk:afti':a."'� '”; '' '�" 's 5•ar - F' "'s''^" f> p Mi wA Co e40Pi7CA "'RAIN HERF8YMADE�the ui dm �epa p �a� � Bullding?Petm,p aarittiatheEu Idfng net: ou nNe orlcanN►er� M5e' inaitoesaRici g�orHON esoeredo ofliiiegtj.; •a•ili3�Lons�r`,ahera opsnr• r egg!�a�,�.>iemolition�esctlf�l�The apptinrtt�a�rees• pijrw :a>�`.�„pp�`.Y�so;'ina bu ,ti cod"� `�,r`, ous egsssod e'd�'�gu atio nd,="W`�,�f gd ^{�ecTorsron em�is""�''nd na � e��er��, @�iis:.False �ntsm�a"d"eere n are ' P.� `�- -'•-�' ��- _. »tcn�.�� ,s.°r•s,^"4;r> y� �a,^t7 �3c.;°�nig�sJ.=1,•F. �.�ry �pa'v r",, �k° , u"ishab'leas`a,�fa�ss� 'm°is"�Rme�ano,�uauant��5ec�o��iDAS��' ew IState:Pi�r. �, �. .,,:1. _ ��`•,+:; Application Submitted By(print name): ❑Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) II ✓ COUNTY OF 1 ® ) 500 6 \\Q, 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 knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this r , —aa dayof , �U`� 3P .2Q - Not Publilliose Ruck NOTARY PUBLIC-State of New Yolk No.01 RU6396462 PROPERTY OWNER AUTHORIZATION.ommOlsslofn Expi es AugCounty t 18� (Where the applicant is not the owner) residing at do hereby authorize IJ- A \- to apply on my behalf a Town of South Building Department for approval as descried Herein. s Signature'/ Date on Print Owner's Name 2 o•,p� 'r TOWN OF SOUTHOLD-WELDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 o � Telephone(631) 765-1802 Fax(631)765-9502 h=s://www.southoldtommy.gov Date Received APPLICATION FOR BUILDING PERMIT r DISAPPROVAloffice Use Only f Ii PERMIT NO. Building Inspector: DEC — 4 2020 Aplicatio sia 'cl'o iia : � ► eta i. .e� e1r?Y eo ete I �:,: TETT Wt.s `,. ,.•, a'p-p!icat�or �linoacaept1Rtli"ere>` g� Ppti'r? Yui o `nWneran ;'v'`i` �;:� ';',';' ' }i't�L, Auth s y.g4k�f- a ' on'z�"_tr `fob ��R�ge�-Y."sha �pe ``vk' Date: Ll I rn9l OW�11ER(SOF P.ROER '� ;+ii? - `-wa . a 1ke6 Y�L'cw�' i µ J r:..nf..r.,.n,sn':�. ._..s:��aa:'AE"'�..-ice, ' ..:�": r. �x.��v.s:.•'� 23a:• .a� Name: 1610. - (6Ya�el �^ Joy�q*kaovt 4�i .V-IIb SCTM#1000- qr�- 1 44►-1. ..�......._._................... ... .. _. ._............__......._.... ....... ....._._.... Physical Address: 'LArp LrXw%h . Si- (�rti�rnpr�s-t' Nom( 11°14 M w.__..,_ . ,.._.._-._,_.. ..APR Phone#: (PSI 0104 rve(o(P _. _.. Email: ! ►ivella�.IMCS�ir1�.'.�m__........... - ------•-•--- Mailing Address: ----•-----------._._......,.____-..--- --. ___.... 11°10 �.-�� ___ -_ ..._..._._.. - t `:�, "'t; ,:„ ",'^tit•str _ Sw"•-:M. f A, i�` �.: .`»'xs:<:x £.RI —... ,.;- Tis"..�i:..:i✓..F.:Asx.�ss�c�nm.'.«:.."a�.eSi�.•eas .i5¢RM.f��xAdSiM�++=4flf:d"J'.t6W:bfF'.'1.nue..hA�^,.•.i�.�''eN x�'.�i�.• 'Br� •ga��i.��Ab.E':y'P.H.Ft Eea��-r Name: .ton �V�GI�n _---' --------' - — --..._.. _ --....._....._--- - ------.._.. -- ..-'--...._....._.__... - MailingAddress: 4iterrie a" _A<1K•�''�ni:�-ilrt R1V�Gr'hr t `�.a.._<«by.. _.......__._._..._.. _._._...... - Phone#: (PSI qdI Swl* Email: Jeklvc16C rAer %Y%tk,Gc�r1A.__._.--__.._----•--• 77 ��DESIfN�P��OF:ESSIOiI�lNFO, TIO �", _ - � �.--•,- =�'� .�'- .,� ,:. :• _.. R:�a.�'rY,�.�s�.%S�h:;�..,«.-µaC,.,».-ave" ...:.�w:x�e.� trt!- rB.�`a•�L�.F��3�;_-t..�'"��?.....-�z.�' �sihZ�.�.n�� i� �_�'" ..*�l� Name: -.--•-......_..._.l�(�twa�n _�•-�6scc. Ps1rrin��._c�S......._._................._.._--..._............._.._....-...._._._._._....__.._..__..._.._.—__..__.__.-_.__..___.._._..... Mailing Address: ''j (p t° bn ._AMG.._ 4j,�a• !_ .. - -..I� 1C1._...- ---'--- --------'------------ Phone#:yj4(p 4111 3V .Email: G�93& meo n. _..- -- ..... —.. :fr` ;esaar`• fN_T,�"-.°'d `as,, q� : '�"�•+ :'c?3;�Y: �t'h�••+i a x _ `.�.. 8'� �+ "a_E: �ra: MAnmb - Ni'j` -.. L" ._.,.=-".} ''a>1''= ivrRAc'r0 ..,AN•:::x_ >S''• wY,:.:'.�;.*.��:.. .dt+.. ?se ri Name: ..- .._..b.ac.._._� lar�-�4�_. .__.... Mailing Address: ..-•..... Phone M Email: ;,'_," .`r>xa�•�.�°:° .,.sw 3:�°rr.�% 'urate^- �._. �� :r' 'y'-�. .�...� �� :�t?.� .,t-. _ � - ✓`L C ON��P•.RO.POS D"COI,VST U� O . �_ .. ..'��-,:�� r +� m i' ,a • ax'��: R�C R�/��'`ry, „r.�a �2 p �a,k ..� �F. ,€;,w1;'.'. �y 'i•- rte+ �.A�ira•.n' "-' "'^T�•.t.^"�k bc�_�' "Y�'_iiN ln�.wa#_'"� -srf':'r.`..tc�.'t�1..Sa-��..SCS'�18�§�C.9a�li.��.:34r�2y1'1M.�1�Yy ._....-._.%-.`L''�•yi?� ,.,,_._...._.�.» - ❑New StructureAddition Alteration ❑Repair ❑Demolition EstimatedCostofProject: ❑Other $--�.� _---•--_-__.____.. Will the lot be re-graded? ❑Yes)(No Will excess fill be removed from premises? ❑YesXNo 1 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 6, 2021 TO: Jon DiVello 889 Harrison Ave, 2"d Floor Riverhead,NY 11901 Please take notice that your application received April 28,2021: For permit to: demolish(as per Town Code definition)and reconstruct a single-family dwelling at: Location of property: 255 Corwin Street, Greenport,NY County Tax Map No. 1000—Section 48 Block 1 Lot 44.2 Is returned herewith and disapproved on the following grounds: The proposed construction,on this nonconforming 14,172 sq. ft. parcel,with two front yards in _ the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124,which states lots measuring less than 20,000 square feet in total size require a minimum Primary front yard setback of 35 feet with a Secondary front yard minimum of 25 feet. Pursuant to section 280-104A: "Established front yard setback. Where property in the vicinijy is improved with principal buildings with front yards of less than that required by the provisions of this chapter,the front yard setback shall be the average setback of the existing buildings within 300 feet of the proposed building on the same side of the street within the same use district." The average setback on Eighth Street is 24.8 feet. The proposed construction notes a front yard setback of 19.4 feet on Eighth Street. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairpersonl 53095 Main Road•P.O.Box 1179 Patricia Acampora 0 Southold,NY 11971-0959 Office Location: Eric Dantes � Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento � �OUNT 1,�. Sout o 1 `I,� I { . J- l 8' YS t4v+� http://southoldtownny.gov ZONING BOARD OF APPEALS 0 EC 2 2 220n021, TOWN OF SOUTHOLD e4�1,a l.L, Tel.(631)765-1809•Fax(631)765-9064 So hold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 161.2021 ZBA FILE: #7572 NAME OF APPLICANT: Jonathan DiVello PROPERTY LOCATION: 255 Corwin Street,Greenport NY 11944 SCTM: 1000-48-1-44.2 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H 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 August 25,2021 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 property is a non-conforming, .325-acre, 14,172 square foot parcel located on a corner lot with two front yards in the R-40 Zoning District. The northerly property line measures 102.06 feet,the easterly property line measures 140.59 feet and is adjacent to Eighth Street,the southerly property line measures 101.69 feet and is adjacent to Corwin Street and the easterly property line measures 139.00 feet. The parcel is improved with a one-and-one half story single family framed dwelling with a fenced in in-ground swimming pool in the rear yard as shown on the survey prepared by Gary Benz,LS and dated June 9,2020. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's August 6,2021 Notice of Disapproval based on an application for a permit to demolish and reconstruct a single-family dwelling;at 1)located Iess than the code minimum required front yard setback of 35 feet; located at: 255 Corwin Street, Greenport,NY. SCTM No. 1000-48-1-44.2. RELIEF REQUESTED: The applicant requests a variance to demolish (as per Town Code definition) and reconstruct, in place,a single-family dwelling with two front yards. The applicant'proposes a secondary front yard setback of 19.4 feet on Eighth Street where the Code requires a minimum of 25 feet for a Secondary front yard, however,pursuant to section 280-104A: "Established front yard setback. Where property in the vicinity is improved with principal buildings with front yards of less than that required by the provision ofthis chapter,the front.yard setback shall be the average setback of the existing buildings within 300 feet of the proposed building on the same side of the street within the same use district." The average setback on Eighth Street is 24.8 feet. Page 2,December 16,2021 #7572,DiVello SCTM No. 1000-48-1-44.2 Since the average front yard setback on Eighth Street is 24.8 feet,the proposed addition will require a variance for less than the required 24.8 feet. The Site Plan and Architectural Plans (A-1 thru A4) prepared by David A. DiGiovanni,Architect,updated January 21,2021, show the proposed addition of a full second story, renovations to the first floor and renovations to the cellar all to stay within the existing footprint. ADDITIONAL INFORMATION: The existing dwelling was issued a Certificate of Occupancy,No.Z6517 on June 10, 1975,the in-ground swimming pool and fence where issued a Certificate of Occupancy No.Z15862 on June 18, 1987. The subject property is the beneficiary of Zoning Board of Appeals decisions: #1946 dated September 12, 1974 and#7481 dated April 16,2021,both relative to reduced front yard setback. On April 15,2021,the applicant was granted a variance for a front yard setback to construct additions and alteration to a single-family dwelling, Appeal No. 7481. Since the structure was demolished, the applicant was forced to request a de minimus approval from the ZBA,which was denied on August 2,2021. This current application requests variances for the demolition and reconstruction of a single-family dwelling. The property located to the south is zoned industrial (LI)with a large industrial building. Other properties in the direct vicinity of the subject dwelling have lesser front yard setbacks than what the applicant proposes. No.member of the public or immediate neighbor spoke in favor of or against this application. A letter of support was received prior to the public hearing. During the public hearing,the applicant was requested to provide the Board with copy of their Suffolk County Board of Health approval for a traditional waste-water sanitary system. On the afternoon ofDecember 2,2021,the applicant provided a copy of the Suffolk County Board of Health approval dated November 6,2021 for a traditional(non-I/A) sanitary system approved for a 4-bedroom single-family residence valid until November 6,2024. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 2,2021 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&267-b(3 (b) )(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Many of the residences in the nearby neighborhood have less than the code required front yard setbacks. The property to the south of the subject property zoned for industry improved with large commercial buildings, furthermore, the subject parcel is the beneficiary of two prior ZBA decisions granting relief for reduced front yard setbacks. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue, other than an area variance. The current existing home is a one and one-half story structure. The applicant wishes to make a full second floor that will add 650 square feet to the dwelling. The footprint of the single-family dwelling will remain the same. 3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 21.7%total relief from the code. However,this is an existing structure that has an existing Certificate of Occupancy,based upon two prior Zoning Board of Appeals decisions,and the current,non-conforming front yard setback will be maintained. Page 3,December 16,2021 #7572,DiVello SCTM No. 1000-48-1-44.2 4. Town Law 6267=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 1267-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. 6. Town Law 4267-b. Grant of the requested relief is the minimum action.necessary and adequate to enable the applicant to enjoy the benefit of a fully renovated,two story residence as the result of demolition as defined by Town Code while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community, RESOLUTION OF TIS 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 Weisman(Chairperson) and duly carried,to GRANT the variance as applied for,and shown on the Site Plan last revised May 27,2021 and Architectural Plans last revised January 7,2021 (Sheets A-1 through A-4)prepared by David A.DiGiovanni,Architect. Any deviation from the survey, site plan and/or architectural,drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require anew application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above,such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met, and failure to comply therewith will render this approval null and void. 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. Vote of the Board: Ayes: Members Weisman(Chairperson) Dantes,Acampora,Planamento and Lehnert. This Resolution was duly adopted(5-0). 4 1 Leslie kanes Weisman,Chairperson Approved for filing2 1 1,�6 /2021 BOARD MEMBERS {F � '� Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acam ora ' .w � >rn �4 p p <=y `4.., $, Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ":r =F ' 54375 Main Road(at Youngs Avenue) Nicholas Planamento , lj, Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 DD August 2, 2021 p U G 1 2 2021 Lt UILDING DEPT. David DiGiovanni, R.A. TO , 4 ()F r ,)4)T7Kt0LD DiGiovanni and Associates Architects 26 Preston Avenue Sea Cliff,NY 11579 Re: De Minimus Request Denied,File#7481 DiVello, 255 Corwin Street, Greenport, SCTM No. 1000-48-1-44.2 Dear Mr.DiGiovanni; We are in receipt of your correspondence dated July 19, 2021 requesting a de minimus approval for a demolition of the above referenced single family dwelling. In your letter you explain the project consists of constructing a raised roof to obtain full height ceiling above an existing second floor within an existing footprint,and that the Southold Town Plans Examiner, after reviewing your submissions to the Building Department, has determined that the project be considered a demolition and new construction. We reviewed your letter and the Zoning Board of Appeals determinations No. 7481, dated April 15,2021. The applicant was granted relief for less than the code required front yard setback for additions and alteration to an existing single family dwelling. Accordingly,we rely on the Building Department's expertise to determine whether a project is considered a demolition of an existing structure. Since it is the Building Department's assessment that the subject structure is being demolished,pursuant to Town Code, we concur, and a notice of disapproval will issue for variances that are required. This decision is consistent with other determinations we have issued to applicants having similar or identical circumstances. As a result,your request is not de minimus in nature. Should you wish to pursue the rebuilding of a single family dwelling,you will need variance relief with a new application and a public hearing. Please contact our office for any additional questions or concerns. Sin`ere y, eslie Kanes Weismai Chairperson cc: Michael Verity, Building Department d r I IDAA DiGiovanni and Associates Architects 26 preston avenue sea cliff, ny 11579 (516)671-3624 JJJ fax(516)759-7138 email DAA93@msn.com July 19, 2021 Town of Southold Zoning Board of.Appeals 53095 Main Rd Southold,NY 11971 Re: 255 Corwin Street Greenport,NY SCTM. 1000--48-1 -44.2 7-BA file#7481 To whom it may concern, We hereby respectfully request a De minimis approval for the previously approved application as noted above. The scope of the project is to construct a raised roof'structure to obtain full height ceiling above an existing 2'd floor, all within the existing footprint. There is also a 1 story addition of 189 sf which is in compliance to zoning. The relief sought was to maintain an existing non-complying front yard, which was granted.(dated 4/20/21) When the project was filed for permitting(4/26/21), the plan examiner raised the objection that based on Town code section 280-4,this project would be considered a demolition and new construction. This is based on the idea the construction value exceeds 50% of existing market value of the existing construction. We than provided an appraisal of the current structure($415,000) and, value engineered the project(volume and scope remains, quality of finished decreased). The cost estimate based on the value engineered plans was$192,800. 415,000 (50%)=207,500 -207,500> 192,800 which make the construction cost less than 50% of the existing building value. This documentation was submitted to the plan examiner and rejected (copy of email attached). It must be noted that the scope of this project never changed from the originally filing of 12/4/20. We received our denial letter on 1/22/21 and filed to maintain the non complying front yard with the BZA on 2/5/21. We had our public hearing on 4/l/2 1. A The house originally was a 4 bedroom house with.2 full bathrooms. The proposed is still 4 bedrooms with 3 baths,the existing cellar, I't floor, most of the I't floor walls, and the 2d floor are to remain. Based on the above and attached we hereby respectfully request approval to maintain the existing non-conforming front yards, and that this prQject will not be viewed as a demolition and new construction but as a renovation and addition. Please contact me with any questions. E A AWC6 S*1 DIG cP aia cc: Jon Divello, Ike Israel Corwin 3ZA 7.19.21 B ILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 e,jx"VF Soy No�-D Southold, New York 11971-0959 'y ow Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr _southoldtownny.gov- seand(&-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 02/08/2022 Company Name: MODERN ELECTRIC EAST,INC. Electrician's Name: CARL RUTHINOSKI License No.: ME-55647 Elec. email:TRUT299@_AOL.COM Elec. Phone-No: 516-903-1430 0.1 request an email_copy of Certificate of Compliance Elec. Address.: PO BOX 321 MATTITUCK, NY 11952 JOB SITE INFORMATION (All Information Required) Name: DIVELLO Address: 255 CORWIN STREET, GREENPORT. NY Cross Street: WIGGINS STREET Phone No.: Bldg.Permit#: 47269 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): WIRING OF ADDITION AND ALTERATION Square Footage: 2000 Circle All That Apply: Is job ready for inspection?: ❑ YES ✓0 NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph 0-3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals M 1 2 H Frame Pole Work done on Service? - Y ]—IN Additional Information: PAYMENT DUE WITH APPLICATION D VC BUILDING DEPARTMENT-Electrica1 Inspector TOWN OF SOUTHOLD Town Hall Annex?- 54375 Main Road - PO Box 1179 C41 J 0 ) Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 seandCcbsoutholdtownny.g6v rogerr(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 02/08/2022 Company Name: MODERN;ELECTRIC EAST,INC-. Electrician's Name: CARL RUTHINOSKI License No.: ME-55647 Elec. email:TRUT299@AOL.COM Elec. Phone No: 516-90371430 El I request an email copy of Certificate of Compliance Elec. Address.: PO BOX 321 MATTITUCK, NY 11952 JOB SITE INFORMATION (All Information Required) Name: DIVELLO 'Address: 255 CORWIN STREET, GREENPORT. NY Cross Street: WIGGINS STREET Phone No.: Bldg.Permit#: 47269 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): WIRING OF ADDITION AND ALTERATION Square Footage: 12000 Circle All That Apply: -] NO [_]Roughln F-] Final Is job ready for inspection?: ❑ YESFV Do you need a Temp Certificate?: F-1 YES FINO issued On Temp Information: (All information required) Service SizeF11 PhF]3 Ph Size: A # Meters Old Meter# D New ServiceEl Fire ReconnectE]Flood Reconnect E]Service Reconnect Ounderground ElOverhead #Underground Laterals[7]1 F12 F] H Frame Pole Work done on Service? 17]Y _F]N Additional finformation: PAYMENT DUE WITH APPLICATION 0 6D 6 PERMIT# dress: Switches Outlets GFI's.._..I�';; Surface Sconces �( HH's ;� 11 C53 UC Lts Fans Fridge HW Exhaust I 1 Oven W/D`�j L.✓� t Smokes DW f Mir> �I I� Carbon l Micro Generator Combo I Cooktolp Transfer AC 1 AHI Hood Service Amps Have Used Special: Comments ` DAA . . DiGiovanni and Associates Architects 26 preston avenue sea cliff, ny 11579 (516)671-3624 fax(516)759-7138 email DAA93@msn.com December 2, 2020 Town of Southold Building Department 54375 Main Road Southold,NY 11971 Re: 255 Corwin St Rd Greenport,NY 1000-18-1-44.2 To whom it may concern We hereby respectfully submit plans and applications in order to obtain a denial letter for insufficient front yard. The property is a corner lot with a 30.4'front yard on Corwin and a 19.4 d on 8th. There is only 1 existing house on 8th which has an existing front yard o 24.9'. his with our property would yield an g& t yard of 22.2'. We are 2.8' sho meeting this average. �/ Nd— There is only 1 house to the west on Corwin. An existing survey'is not available for this property,but google earth clearly show the house is substantially closer to the street. Therefore we would meet Corwin's average front yard setback based on our 30.4'.front yard. I've attached the adjacent property survey on 8th and an aerial for your reference. Do not hesitate to contact me with any comments and/or questions. ERED Respe P OG im z � F '8�ss David D ,.aia TOSouthold Corwin 12.2.20 1 DAA • • DiGiovanni and Associates Architects 26 preston avenue sea cliff, n 11579 (516)671-3624 fax(516)759-7138 email DAA93@msn.com April 26, 2021 Town of Southold Building Department 54375 Main Rd Southold, NY 11971 0959 Re: BZA#7481 255 Corwin St Greenport,NY SCTM 1000-48-1-44.2 To whom it may concern Please find enclosed plans and applications for a reconstructed 2nd floor and 1 story addition as referenced above. This application has been reviewed by the Southold Zoning Board and approved on 4/20/21 (attached) Please contact me with any questions. Sincerely, David DiGiovanni, RA, aia Corwin Town of Southold 4.26.21 DAA ■ ■ DiGiovanni and Associates Architects 26 preston avenue sea cliff, ny 11579 (516)671-3624 fax(516)759-7138 email DAA93@msn.com December 13, 2021 Town of Southold Building Department 54375 Route 25 (Main Rd) PO Box 1179 Southold,NY 11971 Attn: Nancy Dwyer Re: Corwin St. Greenport,NY Please find attached the following (4) Sets signed and sealed construction drawings (2) Copies latest survey (2) DOH approval (2) Rescheck Please do not hesitate to contact me with any questions. Sincerey, David DiGiovanni, RA, aia Corwin 12.13.21 ryA. • �� 1 meq.- � � `� �'xrJ. �1 T x y �. I1� ° s m i w.Lr r x I' 41 i S"'rfu OVA Cot son r I�1,, WAOJ A how i '�. .. rte,,. �I VM/w T _u V t CJ GL�i 4�cn^ Gas j�T "I GP,2� y_w��-e�c . . E. PW&� nn i lllll�w--1w a 10. 4-v ( -P t r��.e/n� YL6W to a Rajen Properties LLC dba Evolution Long Island 255 Corwin Street, Greenport NY 1St Floor Addition, 2nd floor expansion &Remodel As Per Plans By Daa Dated 5/27/21 A-1 —A-5 June 1, 2021 Demolition -$4,000: • Remove existing roof and framing • Remove existing windows (per plan) • Remove partitions as per plan Excavation and Foundation -$9,700: • Excavate and backfill • Provide new concrete footings, walls, rat slab, and bituminous damp proofing per plan Framing and General Construction -$44,000: • Supply and install lumber for new layout as per plan • Install exterior doors • Replace and install stairs to cellar- Reuse 1st floor stair new railing as required • Supply and install windows per plan Anderson 100 series Roof, siding, gutters-$20,000: Roof: • Supply and install 30 year architectural roof Siding: • Tyvek house wrap under siding • Supply and install vinyl siding to new and affected areas • Supply and install white aluminum capping, fascia to new and affected areas • Supply and install standard vinyl soffit to new and affected areas Gutters 1 i I i 1 f • Supply and install aluminum gutters as per plan Rough & Finish Plumbing- $17,000: • Supply and install PVC waste and PEX water lines for new bathrooms modify plumbing for kitchen • Supply and install vinyl pan to accept tile in new bathroom (2nd floor) • Supply and install plumbing fixtures • Reuse fixtures on 1St floor • Extend new baseboards connected to existing boiler Electric and Lighting- $15,000: • Reuse electric service • Supply and install duplex outlets per code (extended 2nd floor and 1st floor addition) • Supply and install lighting per code (extended 2nd floor and 1st floor addition) • Supply and install bath fan(s) Insulation -$5,000 • Supply and install 1" rigid insulation at foundation perimeter as per plan • Supply and install spray foam air seal in walls and ceiling of addition • Supply and install batt insulation per plan Sheetrock tape and spackle - $6,000: • Supply and install %sheetrock on walls and ceilings as per plan in new areas • Spackle all walls and ceilings • Provide MR gyp bd at shower/tub areas Tile -$4,000: • Supply & install tile flooring in kitchen and entry • Supply& install bathroom floor tile &shower floor tile in straight pattern • Supply& install tile on shower and tub walls • Supply and install all grout Interior Doors, Molding& Door Hardware -$6,000: • Supply and install standard design hollow core doors raised panel: door in sizes as per plan • Supply and install levered handle $15/handle allowance • Supply and install 6" base molding and 3 1/2" colonial casing to new and affected areas (including windows) 2 Countertops - $4,500: • Supply and install kitchen and bathroom quartz countertops per plan Shelving-$1,200: • Supply and install wire shelving in closets with rod Mirrors, accessories, shower doors-$1,500: • Supply and install mirrors in bathrooms ($150 allowance per mirror) • Supply and install 1 paper holder and 1 towel bar in bathroom ($30 allow per bathroom) • Supply and install frameless shower panel with brushed nickel hardware at shower Paint-$6,000 • Paint new and affected areas include primer and 2 coats flat on wall and semi gloss on trim and doors Carpet- $4,000: • Install carpet in all bedrooms, living/dining, hallways and closets Cabinetry-$2,000: • Install kitchen and bathroom cabinets as supplied by owner Appliances-$3,000: Fireplace-$4,000: • Supply and Install prefab wood burning fireplace with prefab chimney and cap Dumpster-$4,000: • Supply dumpsters throughout job Porta John - $500: • Supply porta john throughout job Prices are valid for 30 days CM Fee = 18%$28,800 Total: $192,800 3 1 { Payment Schedule: 10% Deposit upon ordering materials and/or booking start date 20% Due upon start 20% Due upon completion of rough plumbing 20% Due upon start of sheetrock 20% Due upon completion of spackle 5% Due upon completion of tile install 5% Due upon completion of job (not including minor punch items) X X Contractor Homeowner Date Date 4 DAA DiGiovanni& Associates § Architects tr xe adiff. —1. 1 (S111.9 fl. .71 a.1516)]59.]190 m>xl N:W LRAVC - I $F, ri'I'i Exl"nNG�LR4�r___ •��9nn - b uons�x� o-snxs sF� I r-- mr,W S Iosm• — — ¢� � ��Mo-m) ❑ � i NAIx4NY �I e>V5� I .I Co EuS,¢c.'O•F E,a5�x6 � 1 I %I TIN69I �mSMFm) TOWH�Lyax[FftYRi x�AiED PMT �AI£ I . 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I FIRST d SECOND FLOOR PLANS LEGEND ]e 1=0 __------_. micnOrl A-2 n Asm ] OF 6 W DAA " DiGiovanni& Associates ° Architects �I•Lra•r;�,a„IF,�pq-�.J1, �i�N,1GALIln a �,r1ulr1+MIN, :'4J'�Iflr�II II �` �Ig PY'MIN,~T![,Qp��ail a:Iriniy4 l,pu��l;r u� 9 Y,��lr�d ;9"f�,1 LY4•Y 11!H �,, saa�.[on a„artoa .1115. �' tl+1 �I '}8' h 'f x" mm 1516S611a1V ; R II YU lY 4 ox llr` .Yw eoovnl6 Ia.(516)?59M38 :li_isl,iY,l :l�''rfal'�ulii9•iifi�:lh'ti II:YI:'�a i�r IS 14�IJr1��null fli5'd IY>{N�� - _ n¢n[eo.n , ;f'•r?i:+„iufluP:P,a�S id'�I'il?"-" e _ „11l0 'ITi•It frt YhYhY'lI l�� 7 a•i n1 'r �owikfrr,df,,fYtl 6, k; h _I_,.•'l_I_[R[_ 'a:i,'yiIPWINDO c REDUCE _— Aft ua iu rets, o�rsnnox eeles.o .1.Rxs zl.nss vertr — l.u' I# 41,4 : ..!•.a' sevum grnwo°� _ r"1Y,r•,,��,,,�,}I+'°;y - -_ I•V 'p�I:q, q, ea� ;'� �aDD �: If I 1'f�if�''�•wi?If� I�)if1 -- -- - --- --- f,1r4 ,R„ttd•,YI',Yti sc s< �� w ,sa ne 1:.11: DDsn,ri' •� )_ -_ �_ _ _—'_'-_ ''', _=J� °`°"'.°,°°"ve ,',�„ p.a6v..,lmsrs De[eprzo, ImsI imi'�'s I I Q �,., sa sree:oee'rzwcn o..l1llwx.ms suss m>«uun"srepm�.,�. rtrv,vOt]) mm)4fvro� L - uulce�nnl '� (1 EAST ELEVATION cs mp'n \ GENERAL NOTES $i [ensu ern..,mr .»wr 4 env, 11 r1 II - o.pr+5 rau u0 ut:cW renes I,r�,r,r•�1r6.1,'Ia.nrr,' -- — — —1 � �— — � [per«.,�[�D,.�.D��e f 'I'I r4n4 ____ --- -=7-�- _ - y e �___ .G 11:11,}Illl.il II�611 Yli. :.-- 1 i un:n ,cu ii.ii iii• rG',}'ir,ilia li 111 uu 1ll' ,4' .zlrtcr[ranans�a,s 016,1 1111111111111i1.11h a,1u1I,14d 11�rf 9rr1�1,:.=—_-- 'T,IIi;j;,1-111J.11 1'111,1,11 Jf,101"I 11,1.11 _I '}11111/114 14)rf7W .i '.'1i• :.11};u11n:•,u0u�11i ru4n10'�i'1Y IilY iiia. - _a�w rwoa D..� n r1.mr,..[[umc.raw..n.o ee us,m<.w �m wwsm,elo.[.s •';f.i'��i''.:jilt'i�iL,nRr p,Rl,luullull..- ,gip ulnG� G G,�."ll �i1 1•�u'�: 111'i 1,1'1 u� uilY�' _rpa�..,e.D'c'� aorpa,aw - vasw®n[+v O."tu P05 6uv�H aYoe2 Corwin St. Residence 255 Corwin Streel e ! Greenport.N.Y. ' I ms,1re v..arz-- _„m,[Dare ml ----------------- ,.caMrm. w K oG,..!. ELEVAT10N5 8 —TTM r`°° K«s PLUMB.R15ER DIAL. Km 1u umm, d .[m..rxam,..x:�por ssrz.sroa.... ,vino ' ( WEST ELEVATION A-3 v..1.0 As xore 3 OF b n � W DAA 00 DiGiovanni& t" Associates Architects (516)671-3624 12 o� 0 t I =4� 12Illy ' 12 12 V4 -!E� max --s -7 SOUTH ELEVATION ELEVATION oiry row naM li 12 EXTERIOR WALL LON6MVlo, 4%Tw)TM Corwin St. Residence 255 Corwin SIrcel Greenporl.N.Y. E T T 2---J tltl "M.F— Po ATI ELEVATIONS M��MN o-, "I P 0 11A, , :.I --1 I I-III-711-11�flli 11 -1 121MO A-4 5ECTION 4 OF & cl. North Fork Real Estate Experts ,jur three genei-alions May 28,,2021 Mr. Ike Israel Richmond Realty Corp. 889 Harrison Avenue, 2nd Floor Riverhead,NY 11901 Re: 255 Corwin Street, Greenport,NY 11.944 Dear Ike: In accordance with your request, I have completed a replacement cost estimate of the subject home referenced above. The user/clients are Jon Divello and Ike Israel. The purpose is to provide a replacement cost estimate of the subject building for a planned renovation. The valuation is effective the inspection date of 5/2"4/2021. I have not appraised this property in the last three years. This is a real estate appraisal report and is compliant with the guidelines set forth from the Uniform Standards of Professional Appraisal Practice. In my opinion,the replacement cost value of the subject property will be: $ 415,000. Subject Replacement Cost Value 12985 MAIN ROAD,P.O.BOX 63,MATI-ITUCK,NY 1 1 952-006 3 PHONE: 631-298-8760 FAX: 631-298-5779 Mr. Ike Israel May 28, 2021 Re: 255 Corwin Street Greenport,NY 11944 Page 2 Thank you. Please let me know if I can be of further assistance. Very truly yours, Udre�w'D. Stype ( I ADS/tmk Part 1: GENERAL INFORMATION A. Certification of the Appraiser i CERTIFICATION OF THE APPRAISER I hereby certify that APPRAISER was employed to appraise the market value of property known as: Project: Israel SCTM 4: 1000-48-1-44.2 Parcel: 255 Corwin Street, Greenport,'NY 11944 Neither appraiser's company not I have a present or contemplated future interest_ in the real estate that is the subject of this appraisal report. To the best of my knowledge.and belief,the statements of fact contained in the appraisal report upon which the analyses, opinions and conclusions expressed therein are based,are true and correct. The reported analyses,opinions and conclusions are limited only to the reported assumptions and limiting conditions,by the definition of market.value, and by the specified real property interest appraised,and represent my personal,unbiased professional analysis, opinions and conclusions. My compensation is not contingent on an action or event resulting from the analyses, opinions or conclusions in,or the use of, this report. I was not retained for the purpose of aiming at a preconceived conclusion of value. This appraisal report has been made in conformity with and is subject to the requirement of the Code of Professional Ethics and Standards of Professional Practice. I have personally inspected the property herein appraised,and I afforded the property owner the opportunity to accompany me to inspect. I have also made a personal field inspection of the comparable sales relied upon in making said appraisal. I have verified each transaction with a party to, or a third person directly involved in,the transaction. The subject is as represented by the photographs contained in said appraisal. 1 To the best of my knowledge,no portion of the value assigned to the property that is the subject of this report consists of items which are non-compensable under the established law of the State of New York. I have not revealed the findings and results of this appraisal to anyone other than my client, I will not do so until authorized by my client, or until I am required by due process of law, or until I.am released from this obligation by having publicly testified as to such findings. Based on the factors developed in the body of this report and the exercises of my professional judgment,it is.my opinion that the replacement cost value of the fee.simple estate of the subject property is as follows: $ 415,000, Subject Replacement Cost Value- Signature 4drewD. Stype: Dated: May 28,2021 2 Part 1. B. Summary of Salient Facts: Property Rights Appraised----------------------Fee Simple Type of Property--------------------------------Single Family Dwelling Location---------=---------------------------------255 Corwin Street Greenport,NY 11944 SCTM----------------------------------------------1000-48-1-44.2 Reputed Owner------------------------------------Jonathan DiVello and Isaac Israel Zoning-------------------------------- ------Residential 40 Highest&Best Use------------------------------Current Single Family Use Date of Appraisal---------------------------------May 24, 2021 Buildings------------------------------------------I % Story Cottage— 1,440 sq. ft. Site--------------------------------------------------32 Acre Replacement Cost Value------------------------$ 415,000. A a Part l. C. Purpose of the Appraisal This appraisal is made for the purpose of developing a replacement cost value of the subject dwelling as of 5/24/2021. The rights will be in fee simple value.. D. Definition of Market Value and Interest Appraised Market value means the most probable price which a property should bring in a competitive and open market under all conditions requisite to a fait,sale, the buyer and .seller each acting prudently and knowledgeably, assuming the price is not affected by undue stimulus. Implicit in this definitionare the consummation of a sale as.of a. specified date and the passing of title from seller to buyer under conditions whereby: Buyer and seller are typically motivated; Both parties are well infonned or well advised, and acting in what they consider their own.best interests; A reasonable time is allowed for exposure in the open market; Payment is made in terms of case in U.S. dollars or in terms of financial arrangements comparable thereto; Theprice represents normal consideration for the.property sold unaffected by special or creative financing or sales concessions granted by anyone associated with the sale. The interest to be appraised is in fee simple value. E. Function of the Appraisal To indicate the replacement cost value as of May 24, 2021. 4 Part 1. F. Use and Scope of the Appraisal This appraisal will be used by the client for internal and personal business use. The scope of my appraisal includes: extensive research of the market; analysis of all data to arrive at an appropriate value estimate; collection and confirmation of the indicated date; reporting of my conclusions in a logical method. The subject is planning a renovation/expansion and must meet specific Town of Southold guidelines. The Cost Approach will be the only approach used to indicate the replacement cost value of the subject building. A replacement cost will be applied to the subject building from Marshall&Swift,an expert in the field of residential construction costs in the subject area. The Sales Comparison Approach.or Income Approach will not be used due to the instructions to complete a depreciable cost approach only to comply with the Town of Southold. The subject home at the time of inspection was gutted and ready for extensive renovations. The pictures shown are from the subject owner and shows the interior .layout at the time.of purchase in 2020. Renovations were in the process at that time too. ti Part L G. Economic Trends In,the early part of 1987 we witnessed a peak in real estate market activity and prices. In 1988 through 1990 we saw a down trend in real estate market value mainly due to an oversupply of listings, lack of motivated.sellers,few buyers and poor economic conditions. The end of 1990 and the early part of 1991 had indicated a bottoming out of prices and a slight increase in market activity. The early part of 1992. to the current time has continued to indicate more market activity mainly due to more realistic pricing of sellers and an increase of buyer interest. In 1993,the'East End of Long Island generated its most sales since 1988. A combination of low bank interestrates and motivated sellers were the major teasoris. 1994 was.similar. In 1995, and 1996 in particular,the market activity increased and was rated as good for low priced homes and home-sites and fair to good for.other price ranges depending on.the offering prices. Vacant acreage and farms indicated an increase in number.of sales. Commercial properties had a similar trend based on asking prices. The overall marketplace was rated as"active market" and the.trend for 1997 was a seller's market with an increase-in the number of sales,and sellers receiving at or near asking prices. 1998 continued to.be a very active marketplace. The number of sales increased and inventory dropped. The residential market was very-strong,the vacant land marketplace was strong and the commercial marketplace fair but improved. 1999 continued as a very strong buyer's market for residential.property. Commercial.property was not as strong as the residential market. 2000.through 2006 continued to be a very strong seller's market for all,types of residential properties. Commercial properties showed more activity and indicated a fair to good marketplace. 2007 continued to indicate a good marketplace for the area. The.listing base.increased for residential and commercial properties and there were many qualified buyers. 2009, like 2008,started off with a high level of inventory, but,prices have decreased. The interest rates are still attractive and loans are available from many competitive sources nationally and locally. However,due to the financial crisis beginning in September and October,2008,borrowing will continue to be more difficult for consumers and corporations. The financial crisis has resulted in major investment and lending institutions either going bankrupt or needing bailout assistance from other healthier corporations and/or the Federal Government. This problem continued to adversely affect the real estate marketplace through 2009. 2010 through 2012 started slowly,but the number of sales increased from the years before on the North Fork. 2013 and 2014 indicated a slow increase in the number of sales and dwindling supply of listings. 2015 and 2016 indicated an increase in the number of sales,a reduction in listings and a slow rise in property values. The same trend continued from 2017 to 2019. 6 ti Part 1 G. Economic Trends—continued Mortgages are available and interest rates are attractive. The economic trends for the East End of Long Island are favorable. Interest rates are declining and there is more buyer interest. Owners willing to negotiate are finding qualified buyers. This trend continued.until early March,2020. The Corona Virus pandemic began approximately the third week in March and is still affecting the local real estate marketplace. The immediateeffect was the de-listing of homes for sale as many sellers did not want their homes shown risking contracting the virus from unknown potential buyers. It.appears many New York City dwellers are leaving for,the suburbs and the North Fork.of Long Island has received many inquiries to purchase here. The Hamptons witnessed more of an increase in interest and sales than the North Fork. The immediate effect resulted in a poor marketplace;the number of sales per month was reduced to approximately %2 the normal totals. The last month and the current marketplace has indicated an increase in the number of pending sales that indicate the marketplace to.be improving. However,the number of listings are very low and the lower residential prices are increasing. The outlook appears to be favorable and this should continue through 2021. 7 Part 1. H. Ownership According to records available through the Town of Southold,the ownership is recorded as follows: Jonathan DiVello and Isaac Israel I. Occupancy The subject was occupied as a single family dwelling;now in the process of extensive interior renovations: J Sales History of the Subject Same ownership since 10/20/2020,Laura Kirsi Tuomanen Hill and Matthew Sean Spinozzi to Jonathan Divello and Isaac Israel, liber 13087,page.605; consideration $ 396,999. 8 Part 2. VALUATION of the ENTIRE PROPERTY A. Description of the Subject Dwelling The subject is a 1. 1/2 story, frame cottage,built approximately in 1974. The exterior is cedar siding with wood windows with aluminum storms and screens, asphalt shingle roof and aluminum gutters. The dwelling measures 1,440 total square feet on two floors. The first floor has 960 sq. ft. of finished area and the second floor has 480 sq. ft. The interior has wood floors and sheetrock walls and ceilings. There are 6 rooms; 4 bedrooms and one bathroom with a tile floor. The first floor has 2 bedrooms,full bathroom,kitchen with a range,refrigerator, washer—dryer and dishwasher. There is a full basement 20 ft. x 32 ft.and an adjoining crawl space area 10 ft. x 32 ft. The home is heated with oil hot water. 9 Part 2. B. Zoning The subject is zoned R-40—Residential use for single family homes. The subject would be considered legal,non-conforming,pre-existing use. C. Taxes and Assessed Valuation According to the Southold'Town Tax Receiver and the Office of the County Treasurer,the total 2020/2021 true taxes (without exemptions) are: Assessed Land Value---------------------$ 500. Improved Assessed Value----------------$ 3,000. Total Assessed Value--------------------$ 3,500. One Year True Tax------------------------$ 5,034.31 10 Part 2. D Highest and Best Use of the Subiect Property Highest and Best Use is defined as: The reasonable and probable use that supports:the highest present value of vacant land or improved property, as defined as of the date of the appraisal. The reasonably probable and legal use of land or sites as though vacant, found to be physically possible,appropriately supported, financially feasible and that results in the highest present land use. There are four stages of analysis: 1) Physically Possible Uses 2)Permissible Use(legal) 3)Financially Feasible Use 4)Maximally Productive Use The highest and best use of the subject property is the current use as a:single family dwelling. 11 Part 2. E. Three Approaches to Value Due to the type of appraisal and instructions, only the Cost Approach will be used. Indicated Value by the Income Approach The.Income Approach is that approach which converts anticipated benefits to be derived.from the ownership of property into a value estimate widely used in appraising income producing properties. The Income Approach will not be used. Indicated Value>y the Market Data Sales Comparison Approach The analysis includes a dollar adjustment reflecting market reaction to those items of significant variation between the subject and comparable properties. If a significant item in the comparable property is superior to, or more favorable than;the subject property,a minus(-)adjustment is made, thus reducing the indicated value of the subject. If a significant item in the comparableis inferior to, or less favorable than,the subject property, a plus (+) adjustment is made,thus increasing the indicated value of the subject. The Sales Comparison Approach will not be used. Indicated Value by the Cost Approach The Cost.Approach is that approach in the appraisal analysis which is based on the supposition that the informed purchaser would pay no more than the cost of producing a substitute property with the same utility as the subject property. The Cost Approach will be used. 12 Part 2. F. Valuation Process The valuation process is an orderly logical and concise method of reaching an estimate of value. The major steps are: Definition of the valuation problem Preliminary study Data collection and analysis Application of the three approaches Reconciliation of value indications. Final estimate of value Following this procedure assists the appraiser in reaching a sound value conclusion. During the process the appraiser is guided by his knowledge of real estate economics and conditions existing in the subject market. All available information concerning the subject property is considered in relationship to economic principles and of the three approaches that will provide the most accurate indicator of defined value. These value indications are reconciled by the appraiser and the final valuation indication is estimated. In the case of the subject property and the appraisal instructions,the appraiser has relied on the Cost Approach.This approach will provide the most accurate indicator for derivation of a final replacement cost value. The Income Approach.and Sales Comparison Approaches were not used due to the instructions to provide a replacement cost value. 13 Part 2. G. Cost Approach The Cost Approach used replacement cost figures from.Marshall/Swift Building Cost Manual. The square foot areas were taken from the Town of Southold property data records. The subject dwelling is to be valued for the replacement cost. The class type for the dwelling is good Class D—wood'bearing walls with good shingles, dry walls,wood floors,oil heat. The basement is mostly full with a crawl space. The current marketplace is rated as excellent due to the high volume,of sales.resulting in'a very low .listing inventory. The area is also witnessing a large increase in home renovations and new construction resulting in delays for lumber and supplies. The cost of lumberds increasing as well. The area is well known for extreme weather conditions—such as a long hurricane season,normally from August to November and snow/ice storms in the winter. Replacement Cost base cost per square foot= $ 130.00 xlocal multiplier x 1.55 base cost per sq.' $ 201.50 x extreme weather x 1.10 total base cost per sq.' $221.65 x abnormal supply shortages x 1.20 total replacement cost $265.9$ total replacement cost$265.98. x 1,440 sq.' _ $ 383,011. basement full area 640sq.' x $41.75= 26,720. basement crawl space area 320 sq.' x$21,= 6,720. Final Replacement Cost $ 416,451. $ 416,451. round off to $ 415,000. Replacement Cost of the Subject Dwelling 14 Part 2. H. Final Reconciliation The Cost Approach is the only approach to value used due to the instructions to indicate a replacement cost value of the subject house only_ The Income and Sales Comparison Approaches were not used. Upon consideration for the replacement cost figures less depreciation; the cost value for the subject is: $ 415,000. Subject Replacement Cost Value Re"s By submitted, 1 i i j ? rew. D. Stype NYSREGA#46000022831 1.5 1 , Building Sketch Borrower Jonathan Divello Property Address 255 Corwin St _ City Greenport _ Co4my SUFFOLK_ Stale NY lip Cede 11944 Lender/Client Freedom Mortgage TR-North Division half bath giving no value not functioning 32' 32' Bath Kitchen Bedroom Bath(half) B ~ Bedroom Bedroom C ed P� [BBSgR] Bedroom Uv,ng 32' Second Floor ,[a30 Sq ft7 32' 32` N °J Basement (640 Sq'ft] EM 0 N 32' a cra i o_ Basement b [320 Sq ft] 32' TU'l saw M>M rte-. Area Calcuratiuhs Summa •Llfiing'A!;ee�:'•.... ... __:^$'_ .. •" ";: . :.' :,.-- .. ... ........�._,CateufatlamUctalls _ ,.. First Flonf 960 Sq R 32 x 30 a S50 Secoad Rbo 480 sq ft 15 9 32 =480 Total Living Area(Rounded): 1440 Sq R .. _ _ .. '.NOSY,-Ilvin9 nS@?:: - ❑osed Porch a5 Sq ft 10 x 8.5= as Basement 320 Sq it 32 x 10 = 320 Basement 540 Sq rt 20.32 =640 26 Form S�TRDSKI-"TOM aRpraisal software by a la mode,int •1-800•ALAMODE Optimum 255 Corwin Printout bttps://mymail.optiinum.net/appsuite/v=7.8.4-65.20200624.114427/p... Connie Bunch<con nie.bunch@town.southold.ny.us> 5/27121 12:43 pm 255 Corwin To ASR <stypere@opton line,net> The second floor was finished without a permit.They do have a pending permit application submitted 4/28/21 for a big renovation which would take care of that second floor issue,but the plans examiner is still waiting for more information. Best Regards, Sr. Office Assistant Southold.Building Dept. 631-765-1802 •. 7593-z.pdf(378 KB) • 14112-z.pdf(508 KB) 30 1 of'] 5/27/2021, 1:19 PM roan leo. 4 TOWN OF SOUTHOLD BUILDING DEPARTA1T Town Clews Office So mhold, N. Y. Certificate Of Occupancy No. W1,7. . . , . . hate . . . . . . . . . . ►F3*. 1 ? . . . . . ., 19.75. THIS OST that the bui�di:ng located at Eigth.&. CoWLU .A .. . . . . Street Map No. xx .. . . . . . . . Block No. . , . . . .Lot No.xxx,- 'G"*nport; . ,-N,.Y. . . . . ... . . conforms substantially to the Applicx►ti+an for Building g amOt h stofore filid 16 this office dated . . . .. . . . . .Oct . .1 b. . . . 19. 74 pursuant to which Building Per:A*t No. 7593Z. . dated . . . . . . . . . . ,Oct . .t 6 ,. ., 19. .74, was issued, and conforms to all of the require- ments of the applicable provisions of the law. The occupancy for which this aertificate is issued is . . P#gatA. PAO .f9417. 4V9D. PS . . (rstWlt). . . . . . . . . . . . . . . . ... . . . . . The certificate is issued to . .Eugonr• •xasz'aforro• • • • • • -Ova. . . . . . . . . . .. . . .. . . . . . (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval preon .existing . . . . . . ... . . . . . .. . . ... . UNDERWRITERS G1alEiTI KCATE No, .X,21.55 . . .Har . .2f, . .1975. . . . . . . . . . ... . . HOUSE NUMBER . . . . . . . . . . . . . . Street . . . . . . . . . . . . .. . . . . . . . . . . . . .. .. . . . . . . . . . . . . .. . . .. . . . . . . .. . . .. . . .. . . . . . .. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . .. .. .. . . . . . . .. . . . . Building Inspector 31 ��'+ •t:��••+ �rte, � � r, t- _'`. `iii-, 1�+.;,,•h_.• �y'?.',.�L.� _ _._.._. ._._._...._. _._ lk -leab ��,� y -►� '''' •.:tom. �,.;-,�-*��,.x "tea `'. :� °"'.' 4APPRVED LAA 4Z hd� .EQ Harbor �''`.... 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N 50 r.,..N ROAD! `mow Sublect Photo Page Borrower Jonathan Divello PrspetyAM!5S 255 Corwin St Cry• Green rt County SUFFOLK State NY zipcue 11944 Lender/Client Freedom Mortgage TR-North Division Subject Front 255 Corwin St Sales Price 396.999 Gross Living Area 1,440 Tota!Rooms 6 Total gettrooms 4 Total6athrooms 1,0 Location N;Res;brewery View N;Res,, SAO 13939 sf Guadry, 04 Age 46 Subject Rear Subject Street r 42 For.FICPIy..SR-''TOTAL"appraisal soma a by a la mcce in6.-1-915-ASAMODE Photograph Addendum Borrower Jonathan Divello Pto Address 255 Corwin SI CPy _ Greenport Ccunty SUFFOLK Stale NY Iip Code 1944 LendepClient Freedom Mort a e TR-North Division side trF, , side Y pDOt - t 43 Form GP,CPO(-"OTAL"apt ma:scUare by a la mode.iv; 1-300-ALAMOD Photograph Addendum Wro'rrer Jonathan Divello Fr ._,ty Aedress 255 Corwin$t Cly Greenport CoectY SUFFOt K State NY Zip Code 11944 Lender Cbem Freedom Mort a e TR-North Division 1. « 5 Nk sY �H e }G half bath on 2nd floor living room kitchen 3 own kitchen kitchen eat in area kitchen bedroom 1 opened wall between 2 bdrms bedroom 2 bath 2nd photo of bath bedroom -• .� ��{sell��la��p e m g. R ' t 4 z M.. A� } . AA bedroom oil Unk electric Fwm PIC'S-"TOTAL'apgraisal soNze by a la mode,inc.- 800-ALAAIODE photograph addendum Borrower Jonathan Divello PFDPedY Address 255 Cry Greenport Caunty_SUFFOLK State NY 7p Cade 119" Under`Cher& Freedom Mortgage TR-North Division i I n i fwa bw basement as street 45 Foran PICIN T 15-"TOTAL*aha sai sohare by a is mode,M •1-800-A'_AMODE k « . tt tt OR TRIM - �' L- i i t _ - t z y , as -1-44.2 04/11/2018 E M. Bide Extension _ 3 I 4. Extension t i _� .. Extension s Foundation t Beth Porch Basement i Floors ; C. Porch Ext.,� ': Ext. Walls interior Finish Breezeway 1 , Fire Piave Hect r' r ! DR. — _... Garage Type Roof ! li.ccrns 1st r. or j Recreation Room Rooms 2nd floor B .. O. B. I Dormer t Driveway Total SCTM 4 DO TOWN OF SOUTHOLD PROPERTY RECORD CARE 14 4 i--- �a:l -OWNER STREET VILLAGE DIST. SUB. LOT ACR. REMARKS. C) , 0 w o -Zco TYPE OF BLD. PROP. CLASS LAND IMP. TOTAL DATE FRONTAGE ON WATER HOUSE/LOT BULKHEAD TOTAL TOWN OF SOUTHOLD PROPERTY RkC " I �/�/, OR Y .OWNER STREET VILLAGE DIST. SUB. LU za ti FORMER OWNERN E ACR. I's W TYPE OF BUILDING ............. RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND imp. TOTAL DATE REMARKS ' " .................... 7)�e... ... t!4 6 ........... -5 00 -�E 'Ck cg 0o— )A ............ Fillob;e FRONTAGE ON WATER ................... Noodiand FRONTAGE ON ROAD Meadowland'— DEPTH -ibLiSe Plot BULKHEAD rotal ..............- N 4, Naarrs sr SURVEY OF PROPERTY SIT GREENPORT MW PA"MNFa O ,A.SFFO K COUNTY, Y s 30Till F J02.22' 1000-48-01--29.1 SCALE IWO' rj q a,tr MARCH J2, 2008 1 LOT f3 g Aa K { z MAW uJSnv�y AfOM � � � moo• ' LOT f4' 2 P/b Lar�7 r A/b LOT 2b b bo Alt L•0r NUMBERS RffER TO 'MAP OF PLAN OF S BMfor le g Nt19sf l0"W T02 05 CORMN ESM fE'.FILEO IN THE SUFFOLK COUNTY �F r`. �J.M P/O'LCT 21 f- P/b Lor 2e CLERKS OFFICE' CN DECEMBER•23, 1930 AS FI a ET rc� x Z) MOO EUGENE&MARY AfAZZAFERRO 91=440NUMENT ✓' G?' 49618 ANY ALIM4TfON OR ADD17ON TO 7ws SURIEY!S A.WOLAVcw CCANrG'76J�QJ1` OF SEC WN 72OW WE NCIV YORK STA fE E UCA170H LAW. 631) 5=4020 rxmvr As PER SEc71cw r"-gjmw"?. ALL cERT1fTcAnays (G3f�7&5—i797 Cf i cr IM?MV ARE MID FOR PHIS MAP AND COPE$ 7NLREOF ONLY jr P.D. BOX 909 AREA-11,172 80. f 1•. SW MAP OR COMP BEAR THE A(PR£SSEO SEAL OF 7NE SU?WWR 1230 TRAIVXR STIFEET IWOSE SMA MIRE-APPEARS NEREON. $OUTNOLD, M% 116171 [08-117 ...............__......_....................._.... -------- E THE AREA OF THIS PROPERTY IS 14,172 S.F OR 0.325 ACRES CLEARING CALCULATIONS EXISTING CLEARING IS 14,172 S.F. (1000 COVERAGE CALCULATIONS l ALLOWABLE COVERAGE IS 2,834 S.F. (207.) z EXISTING COVERAGE IS 2,727 S.F. (19.27.) Ujr D �� l�� AVERAGE SETBACK CALCULATIONS s AVERAGE SETBACK ON 8TH STREET 24 8' EXCLUDING SUBJECT PROPERTY IS`24.8' AVERAGE SETBACK ON CORWIN STREET EXCLUDING SUBJECT PROPERTY IS 11.3' PART OF LOT 27 I PART OF LOT 26 j MON. �F C. "-`"'x---- 4' CHAIN LINK 0.9'N -x- FEN�E (102.05' DEED) I S 89031"10" i " E x ° X - -_x FC. SET0.1'N PIN NET'-/ ONLINE E/W PART OF LOT 26 a PART OF LOT 27 LU z LOT 25 LOT 24 LOT 15 ca U � � N ~i G• U CwJ ' e o 4' VORE FENCE a' �X x x---� �p� STONEf— rl #G0� CONCRETE 13.5' LOT 16 PROPANE TANKS f 5.3' '`1 STORY 14.9' M 18'x36' I POOL /—WOOD -*255 DECK 00 T- x C3• I 2 STORYC4 LA LA CONCRETE WALK " FRAME j DWELLING 16.7' CID x x x x 30.4' LOT 17 ' i HOUSE No. 135 (D I — — �— — MON. MON:, I / 88938'20" 101.69 O (101.70' DEED) SIGNN m : UTILITY WATER-' POLE VALVE ! \�.^Wit• •.3. . .; fes "N EDGE OF PAVEMENT)CORMN STREET i C R11FI D TO: Isaac Israel Jonathan Divello Jill BIUM The Judicial Title Inc. Agency LLC UPDATED SURVEY WITH AVERAGE SETBACK 1/115/2021 GUARANTEES INDICATED SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND/OR AGENCY, AND ARE NOT TRANSFERABLE. S.C.T.M. N0. 1000 - 48 - 1 - 44.2 SURVEY OF: LOTS No. 24 & 258 & PART OF LOTS 26 & 27 AP OF S BUEL CORMN GARY BENZ, L.S. FILED DEC. 28, 1930 — AS No. 548 SITUS IN: PPOP7' T Surveying ®F® S�� L � ying and Land Planning 527-B Hawkins Avenue SUFFOLK COUNTY, NEW YORK Ronkonkoma, N.Y. 11779 0 : 619/2020 JOB NO. G20-5793 SCALE: 189 = 20' GaryBenzLS@Yahoo.co ,/ (631) 646-9343 THE EXISTENCE OF RIGHT OF WAYS, WETLANDS, UNDER UNAUTHORIZED ALTERATION OR ADDITION TO COPIES OF THIS SURVEY MAP NOT BEARING THE LAND GROUND UTILITIES AND/OR EASEMENTS OF RECORD THIS SURVEY IS A VIOLATION OF SECTION 7209 SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL IF ANY, NOT SHOWN ARE NOT GUARANTEED. OF THE NEN! YORK STATE EDUCATION LAW. NOT BE CONSIDERED TO BE A VALID TRUE COPY. THE AREA OF THIS PROPERTY /5 14;172 S.F. OR 0.325 ACRES CLEARING CALCULATIONS EXISTING CLEARING IS 14,172 S.F. (1007.) COVERAGE CALCULATIONS /ALLOWABLE COVERAGE IS 2834 S.F. (20%) ✓ EXISTING COVERAGE IS 3,721 S.F. (26.37.) /OF COGS IPART OF LOT 27 I PART OF LOT 26 I _x I x MOND �x FC. —x 4' CH FENCE,10.9'N x N IIN�,(102.05' DEED) S 89031'10" E Fc. '-SET 7 J o.IN PIN M Od PART OF LOT 26 NAIL ONLINE E/W 0 PART OF LOT 27 w 7'x7' n PVC 28.7' SHED ..— LOT 25 I LOT 24 3 1 LOT 15 m �' 2 C-i z a o _ U (W7 W O ` W 0) MM 4' WIRE FENCE - V1P��1Py O STONE CONCRETE PATIO CONCRETE 13.s' LOT 16 PROPANE TANKS 10.2' I z HEATERS ap � CL 5.3' 1 STORY 14.9', ELEVATED __. 0 1POOL, CONCRETE o �..I Q I PAD 3 /-WOOD M -*255 DECK 0 00 SHOWERS 1 FRAME Yri CONCRETE WALK ® I DWELLING 16.7 io Z O`FILTER 0 30.4' 19.4' LOT 17 MON. MON N 88'38'20" W 101.69' L WATER--' (101.70' DEED) SIGN — UTILITY POLE VALVE EDGE OF PAVEMENT) CORMN STREET CERTIFIED TO: Isaac Israel Jonathan Divello The. Judicial Title Inc. Agency LLC GUARANTEES INDICATED SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND/OR AGENCY, AND ARE NOT TRANSFERABLE. S.C.T.M. NO. 1000 - 48 - 1 - 44.2 SURVEY OF: LOTS No. 24 & 25, & PART OF LOTS 26 & 27 MAP OF S. BUEL CORWN GARY BENZ, L.S. FILED DEC. 28, 1930 - AS No. 548 SITUATED IN: GREENPORT TOWN OF: SOUTHOLD Surveying and Land Planning 527-B Hawkins Avenue SUFFOLK COUNTY, NEW YORK Ronkonkoma, N.Y. 11779 DATE: 6/9/2020 JOB N0. G20-5793 SCALE: I" = 20' GaryBenzLS®Yahoo.com / (631) 648-9348 THE EXISTENCE OF RIGHT OF WAYS, WETLANDS, UNDER UNAUTHORIZED ALTERATION OR ADDITION TO COPIES OF ,THIS SURVEY MAP NOT BEARING THE LAND GROUND UTILITIES AND/OR EASEMENTS OF RECORD THIS SURVEY IS A VIOLATION OF SECTION 7209 SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL IF ANY, NOT SHOWN ARE NOT GUARANTEED. OF THE NEW YORK STATE EDUCATION LAW. NOT BE CONSIDERED TO BE A VALID TRUE COPY. Septic tank to have Leaching pools to have Heavy Duty DAA ■ EL 15.0 F.F. EL. 17.0 locking cast iron FIN. GRADE EL. 15.10A ■■ 1' DARK BROWN LOAM(OL) Locking Covers to grade per sanitary ` 5' BROWN SILT(ML) EL. 15OOVer t0 grade notes DiGiovanni & Associates BRo�ut SILTY SAND X< AW,�\�,�\�,�\� \�,�\�,\�,�\�,�\�,� Ao coGti., Architects 8' W/GRAVEL (SM) y2 n+1 MIN. 1 q- 1. , ? 26 preston avenue sea cliff,ny 11579 �- EL. 4' � N MIN. ,�, (516)671-3624 12.5 EL. ` T 8° 1 EL. 11.9 " 7gIsG fax(516)759-7138 �O 12.2 \ q' ,c N .70Y LU E1.7 11.5 EL. ❑ � � ❑ • 20-140 LL HI6HE5T EXCEPTED 0 GROUND WATER LEVEL W EL. 5.9 u, per GLO5E5T MONITORI _ BACKFILL WITH COARSE SAND & GRAVEL WELLS EL 1.87 a = HIGHEST EXPECTED GROUND WATER EL. 1.87--" 1 5 5 u E v EL 0.9 14.1' TER PALE BROWN r ____...... FINE BAND(SP) ............. --------.---..._..._ - 17 IMPROVED LOT COMMENTS: WATER ENCOUNTERED 14,1'BELOW SURFACE EXCAVATION INSPECTION REQUIRED FOR SANITARY SYSTEM BY HEALTH DEPARTMENT LEACHIN6 POOLS(2)8'-0°O x 6'-0° TEST HOLE DATA off depth PROVIDE SOLID CAST IRON COVER TO GRADE(bott of BY, Nw=w Sea d102.05' pools el 5.q) DATE 6/b/21 F�*L5.2 z FUTURE 50%SYSTEM EL.15.0$ EXPANSION V-0 d x SANITARY SYSTEM NOTES: o 8'-0"min 6'-0 efF depth I. COMPONENT 51ZE5: I I • SEPTIC TANK(57) V DIA(1,250 GAL) } - EXISTING 4'-O°h I 1-- 1 - �� I EDGE OF • (2) 8'-0"dia X 6'-0"VERT DEPTH LEACHING POOLS For 4 BEDROOM CHAIN LINK FENCE ` Mel 11s` o EX15TIN6 HOUSE SANITARY TO HAVE F=TRAFFIC, BEARING COVERS To REMAIN \ Z w PAVEMENT 2. ALL SANITARY AND STORM SYSTEMS SHALL COMPLY WITH �^_ f \ µl� a APPROXIMATE LOCATION OF SUFFOLK CO TV DEPARTMENT OF HEALTH SERV IC v' SUFFOLK COUNTY DEPARTMENT OF HEALTH MANUAL OF ON I FERMI OR APPROVAL OF CONSTRUCTION FORA Tn el 11.1 1 8'-0°dla 1250 I. Q OLD BLOCK CE55POOL TO SITE SEWAGE DISPOSAL LATEST EDITION. SINGLE FAMILY RESIDENCE ONLY ` SEPTIC TANK BE ABANDONED-PUMPED I e1 122 8 FILLED W/GLEAN BANK RUN(VIF) 3. MIN SEPARATION D15TANGE5- TEST HOLE (8'-0°x q'-O"DEEP W/NO OVERFLOW.) SEPTIC TANK/LEACHING POOL -8'MIN DATE „/s/zoz, H.S.REF NO. R-z,-,szo I w f/ BORING I APPROVED y= '>`�'r- LOCATION F- • SEPARATION FROM BUILDING AND PROP/LINE- 10'MIN. FOR MAXIMUM OF a BEDROOMS `r EXIST. el 15.o iU LLI 4. NO WELL5 ARE WITHIN 150'OF PROPERTY LINES,ADJACENT EXPIRES THREE YEARS FROM DATE OFAPPROVAL F (15U 1125 I STORY NEH PROPERTIES WITHIN 1501 SUBJECT PROPERTY ARE CONNECTED TO 1s°Um CHIMNEY PUBLIC WATER SUPPLY EXISTING Iqq, n5.1) 10/16/2021 PER SUFFOLK COUNTY 5. N0.SEWER/WATER CROSSINGS. w I Pool DOH GOMh1cMT5 TO I 8/16/2021 PER SUFFOLK COUNTY 4. THERE ARE NO SURFACE WATERS/WETLAND5 WITHIN 500' a I REMAIN EXISTING 2 DOH COMMENTS I/2 STO Iz 6'a RE V 1510 N5 IL I RY v, x jFRAME m ItJ 11�R/J6/1E N106 RlBxa 93NYE AID IlF 11E GENERAL NOTES: 0; llJ oFne'ratl¢To�meIrsNLL6¢ I.ALL WORK SHALL COMPLY WITH THE SUFFOLK 0WMT01t OWL VEZFf"LLRED C=W"I q' SITE PLAN INFORMATION DMWE ND 9VU aE�so1681Y Fca FWnT COUNTY DEPARTMENT OF HEALTH STANDARDS FOR nsa). ns.0 q BEHAVE BASED ON SURVEY BY; aamm�M ;R� � ON 517E 5EWA6E DISPOSAL AND THE NY5 I PRS p YD -EXIST)N6 GARY BENZ,L.5. I�aTIXHSFue. ADDITION .' DATE b-q-20 N.Y.,11779 DEPARTMENT OF HEALTH REQUIREMENTS. � FOOTPRINT DATE 6-q-20 2.HOUSE SEWER LATERAL TO BE 4"CAST IRON I -PROPOSED RECONSTRUCTED I (revised 1/15/2021) Corwin St. 2nd FLOOR- INC EXISTING PIPE WITH A MINIMUM PITCH OF 1/4"/FT d RAISED ROOF.STRUCTURE a NOTE: Residence u1 ALL ADJACENT PROPERTIES AND THE LEAST POSSIBLE AMOUNT OF BENDS. $EL 14B O ARE IMPROVED a col�NECTEv PROVIDE AT LEAST ONE GLEANOUTS _ _ I EL.15.1$ tr TO PUBLIC WATER 5Uf PLY 255 Corwin Street WITH A PROPER FITTING PLUG AND PROPER VENTING. urILITr c EXI5TIN6 OVERHEAD 101.10' 5.THE SEPTIC TANK TO BE PREFABRICATED CONCRETE AND POLE ELECTRIC,SERVICE `"EXISTING WATER Greenport, N.Y. THE COVERS SHALL ALWAYS BE ACCESSIBLE. I SERVICE 4.WHERE MANHOLES ARE LOCATED 12" BELOW GRADE AN EXTEN51ON GORWIN 5TREET51TE PLAN, DETAILS 1. COLLAR SHALL BE INSTALLED AND THE COVER E: 4 NOTES I. ELEVATIONS SHOWN REFER TO NAVD 88 DATUM SHALL BE LOCKED TO PREVENT TAMPERING. 2. No EXISTING DRYK�LLS WERE FOUND ON 517E 5.SEPTIC TANK MUST BE WATER TIGHT AND NOT SUBJECT TO 3. NO GAS SERVICE ON 517E CORROSION,DECAY,FR05T DAMAGE OR CRACKING. 1,012021 AFTER INSTALLATION THE COVER,COLLARS AND DOMES SITE FLAN °••^ P� ■ MUST BE ABLE TO SUPPORT A MIN.OF 5,000 LB AXIAL LOAD. A-1 I° , 30'-0" AS NOTED I of I 6.ALL JOINT5 ARE TO BE WATER TIGHT. •* Ive - - - - DAA- 4 ••1�,1 I� I� Ui �` ■■ DiGiovanni& ' g SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICESG5T5REo Associates of ` APPROVAL OF CONSTRUCTED WORKS FOR v oa coGbm Architects 7�2Q MAR 2 1 V _d A SINGLE FAMILY RESIDENCE 'a= I--•- P' arzarzoze Uff,nY 11679 _�@�p��lAi?t.PEi�'t�m9 Date a H.S.Ref.No. a-r9z -lo (6161671-]630 .e,aces e�' lai(6161]b9d1]6 3 lyUi/p V � ®LD The sewage disposal and water supply facdNes at this lxat:On hate been NYMD inspected and/or oeNBed by this Department or other agencies and found to be satafactory FORA MAXIMUM OF 0 BEOROOMS. IMPROVED LOT �� • Of m of Wastmaler management • IDDUDD EL 15DQ } 1 I LEAGIetS POOLS DIMENSION TABLE 4' I E%ISTRYa -0'h 'D x 6'-0' ID6E OP LHA6i LIt�FBGE � I:1a5TM5 zs caraot sTRffr,DRt93P'Ai E —�1�/ rae Rtsmerx R-00 I]50 L I NOUS DSTWE k O/Ci I A-L ]I' A-D 93' i W A-E 7D I B A I e_6 9• jI - 1 m-D s4s• I tou N e-E w w POOL Erom I � rL I EwSnNs H 2S s 1 t', I 14 I O Fs//9DA' 517E FtA4 aI'AWATIOR fall. (6D I STORY BA11W ON aRvef BY. pax Batt L5. 1 PORE ON I I DATE"-.20 RY-I iN _ GATE 6410 I (—.ed IA5/zp10 AUJW"RZOIRTLES II�S.R.1>mt!!®®I'�LLla 0 148 EL 1510 _F AM k*%0VW 1 COM¢-LTED oe�-ulo�me,utmrammtao - —— _ TO Rux,MIER,APPLY Unu- _ EId5TM50JER1$AD I—_ IOI.lO' artewairmt -nval�mia POIP E vmc,5MME MTM ttltlDAlra Corwin St. colewiN STREET NOTE; Residence I. NO EXES IM RB$t TO NAw DD VATIM SM 1. NO EXISTM6 ORYYSLS YBIE Ppuro ON snE 9. W BAS SERVILE ON 511E 255 Corwin Street n SITE PLAN Greenport,N.Y. A-1 I.a.1O•-0. SITE ' SP-1.0 I OP I 'Generated by REScheck:Web Software Compliance Certificate Project Corwin St Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single4amily Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 255 Corwin St . Jon'DiVello David DiGiovanni Greeport, New York 11944 889 Harrison Ave 2nd Fir DiGiovanni and Assoc Architects Riverhead, NY 11901 26 Preston.Ave 6319015866 Sea•Cliff,.NY 11579 jdivello@mesliny.com 5166713624 Daa93@msn.com iCompliance: Pa sses using UA trade-off Compliance: 32.0%Better Than Code Maximum UA: 203 Your UA: 138 Maximum SHGC: 0.40 Your SHGC: 0.25 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs.are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Assembly or Ceiling: Flat Ceiling or Scissor Truss 1,174 38:0 40.0 0.014 0.626 16 30 -Skylight:.Metal Frame w/Thermal Break SHGC: 0.21 37 0.300 0.550 11 20 Wall:Wood Frame, 16 D.C. 1,209 19.0 20.0 0.026 .0.060 24 56 Window:Wood Frame SHGC: 0.26 276 0.300 0.320 83 88 Floor:All-Wood joist/Truss 189 25.0 26.0 0.019 0.047 4 9 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandato ments listed in the REScheck Inspection Checklist. pa u'tC N G i oyMVIY I, avM�t 4<4$- tz(131-FA Name-Title Signatur Date Project Title: Corwin St Report date: 12/13/21 Data filename: Pagel of 1 F� r] El 11 ® APPROVED AS NOTED D i G i ova n n i & DATE:/" "Z P. Associates #4 DOWELS X I'-0" LONG FEE:` , Architects ® I-D D.G. VERT. EPDXY m NOTIFY BUILDING D� T GROUT TO EXI5TING FOUND. + MENT AT WALL W/3" MIN. EMBEDMENT ft 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: (TYPa 36'-5" 4 1. FOUNDATION - TWO-REQUIRED 26 preston avenue 2I'-6" 14'-I►" x FOR POURED CONCRETE sea cliff, ny 11579 2. ROUGH - FRAMING & PLUMBING (516) 671 - 3624 8" GONG BLOCK hALLS TO 3-D MIN 3. INSULATION fax 516 759-7138 GRADE ON COMPACTED 501E II'-4" 10 2" 5'-D" q'-I I" LANDING and STEPS FIN A5 SELECTED ON A5 REO'D - '1 " MAX STEPPED FOOTING I:2 MAX 59 7138 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. RISER - TYP fort) (TD ALIGN W/ EXISTING ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW 20-140 — NEW CRAWL REFRAME THIS AREA YORK STATE. NOT RESPONSIBLE FOR 2x 10" • ib" OIG VIF-TYP DESIGN OR CONSTRUCTION ERRORS. � \a A. SPACE #4 DOWELS X 1'-0" LONG J �o 1 MATCH ADJACENT FLR HT ® i'-D" O.G.VERT. EPDXY o� •�' � �� 2" RAT SLAB EXI5TING RAWL _ _ GROUT TO EXI5TING FOUND. — 0 1 1 W/ I'-6" MIN. TO SPA E — WALL W!3" MIN. EMBEDMENT O C'C l [PA �CY ®D UNDR51 DE OF JOISTS — (TYP.) - 102.05 _.._ - ._ vUSE �c Ip /� Irl t 9�� 8 69 ! — — �V S U�V L!"" V UL NEW '� � EXISTING 5 AIR o� 1 1 2" x 10" FJ TD BE REM ED I I— 0 � � " m � ' "i' t.JT CT� GT 1 � I6 O/G TYP (VIF-TYP) I I— _ — � N♦ 1 EXISTING 1/'7/21 FOR BIDDING PVC SHED z� COMPLY WITH ALL CODES OF — EXIST NEW PRE-FAB EXI5TING `� 1 1 HOUSE TRAP METAL CHIMNEY GONG. CURB $ w EDGE OF NEW YORK STATE & TOWN CODES ry 50/GM VENT(VIF-TYP) ( WALKWAY ! EXISTING AS REQUIRED AND CONDITIONS OF kin1 1 ® - EXI5TING 4'-0" h 1 EXI5TING EXISTING Q 1 PAVEMENT ,_SOUTHOLDTO�NNZBA PROVIDE NEW EXIST ry CHAIN LINK FENCE HEATER TO BE PROPANE -� 2'-0" x 2'-0" R1RN• m RELOCATED SOUTHOLD TOVIN PLAN'�'.Pra BOARD EXI5TING" TO REMAIN ( TANKS o OPENING(VIF-TYP) EXI5TING CRAWL ExiSR SOUTHOLDTOW,'NTEUSTEES 1 1 CRAWL X EXISTING W D EXISTING RAISED i STORY F-- SPAIN n HARDWIRED COMBINATION SMOKE BEAM (TYP) 5PAGE CONC. PAD TO N.Y.S.D'C 1 DETECTOR/CARBON MONOXIDE BE REMOVED EXIST. LU m" DETECTOR (I PER FLOOR TYP.? AB THIS SPAN OF WOO B AM 8" cmu LANDING AN 5T P f NEW CHIMNEY ly 2" x 10" WALLS (TYP) FJ a 16° 4" EX15 IN6 CELLAR WI H I J" x 6"ML EACH 51 E TYP) PATIO u•IS XISTING � O/G(TYP) WASTE LINE I I (new) (exist. � 0 WOOD RAMP TRUSS PLACARDING REQUIRED NEW STA PROVIDEF,4 TOBE HANDRAI a 2'-10" ABOVE EXISTING I RE O TR ® NOSING(TYP) POOL I 14.q' i REMOVED z Fr TP'IN ST ';rlA VvIAT ER f?UNOFF EXISTING COLS - VERIFY - TO ! j-. F�I?�SIJ"„j HAP n5 Ll 4- DOUBLE F INC AROUND REMAIN = TrTO l TES 2,�� FTG SIZE TH15 COL ONLY NEW STAIR ( IF- P) EXISTING Cr Tait T�'4JfJ CODE, 6.0' / L — 2 -oilx 2-0 x I-0 min �? � i I/2 STORY :r Extsr.Go�G,w,gLK W '° m FRAME m 5TE PED FOOTING 1:2 MAX ' o / (T ALIGN W/ EXI5TING) t—T' EXIST. ° '� 'r- `'- - P05T FROM BEAM ABOVE - I ' 5HOWER O H 4' PORCH EXISTI G WINDOW TO BE EXTEND TO NEW(4) I�"x 7�" ";” UP 1 EXISTING REM VED s FILLED TO ML FLUSH (TYP) m 14R POOL EGtUIPT• PROPOSED EXI5TIN6 ►q 4 MU�t provide Manuals MATCH E 15TING ADJAGENt --� 11 A I I ( � _ 4-a" TO REMAIN I STORY FOOT PRINT SITE PLAN INFORMATION D9 J and S as per (VIF-TYP) , 13 " = 10'-4" 3'-4" HOUSE # 135 ADDITION BASED RECONSTRUCTED- POSTv BASED ON SURVEY BY; NYS Energy Code FROM ABOVE 2nd FLOOR - 1=RAMIN XI GARY BENZ,LS. 7L G E 5TING RONil,IA,N.Y., imq (TYP For 2) GUT BACK CRANI. SPACE A5 POST TO EXI5TIN5m d RAISED ROOF STRUCTURE DATE 6-1-20(revl5ed 1/15/2021) RECUIRED FOR NTH 5TAIR5 - PROVIDE FOUNDATION — U'- a- ): GH SIDE (VIF-TYP) £' (TYP-VIF) 4- EX15T CELLAR 5" CMU WALL5 SLAB EL -8'-8" `*' --- m 10110' PLUMBER CERTIFICATION EXISTI IG FRAMING " EXI5TING m . ON LEAD CONTENT BEFORE EXI5TIN6 FRAMING m CRAWL CERTIFICATE OF OCCUPANCY EXI5TIN0 WATER 5PAGE SOLDER USED i11t WATER SERVICE � GOR.WIN STREET SUPPLYSYSTEI,4 CANNOT} CRAWL SPACE EXCEED 2110 0 r 1,v ( r A D. EXI5TING EXISTING EL -4'-0" ELECTRIC, OIL TANK SITE TE PLAN 2 A-I 1" -20'-0" 6'-0" 30'-5" 36'-5" ZONING ANALY515 1/21/21 UPDATE AVERAGE FRONT YARD INFO 255 GORWIN STREET,GREENPORT and ADD ADJACENT HOUSES CELLAR PLAN %TM 1000-46-1-44.2 R E V 1 5 1 0 N 5 I ZONE RESIDENCE R-40 THESE PLANS ARE AN M5TR KNT OF SERVICE AM ARE THE REQUIRED PROVIDED PROPERTY OF THE ARCHITECT.INFRINGE1lllEN75 WILL BE PR05EOJTED. LOT AREA 40,000 14,112(EXISTING) CONTRACTOR SHALL VERIFY ALL FIELD MITIONS AND MIN.LOT FRONTAGE 150' 140.6' DIMENSIONS AND 5HALL BE RESPONSIBLE FOR FIELD FIT AND AUANTITY OF WORK.NO ALLOWANCE SHALL BE MADE FRONT YARD 50'or AVE (18.05 ave) 30.4 d 19.4 ON THE BEHALF OF THE GONTMTOR FOR ANY ERROR OR SIDE YARD 15' 65.1 E 45.9 NEGLECT ON HIS PART. AGGREGATE 51DE YARD 35' 115.6" REAR YARD 50' NA Corwin MAX HT. 35'/2 5t 26'-4"/2 st " St. BUILDING AREASResidence Ist FLOOR EXISTING = 1068 5F 2nd FLOOR EXI5TING(above 6'clear HT) 335 sF TOTAL EXISTING = 1,403 sF PROPOSED Ist FLOOR ADDITION = 189 sF 255 Corwin Street PROP05ED EXPANDED 2ndFLOOR(FLOOR EXISTING) = 650 SF TOTAL ADDITION = 668 st Greenport, N.Y. . TOTAL LIVING AREA = =1 51' LOT COVERAGE x 14,112(20%) a 2,634 BUILDING = 1,251 51 TE $ CELLAR POOL = 648 Lm E O E N D TOTAL = 1,905 AVERAGE FRONT YARD : 11.3 Corwin Street and 24$ Eldhth Street EXI5TING GONSTRJCTION TO FLOOR PUNS REMAIN ----------- EXISTING CON5TRJCTION TO ___ BE REMOVED, PATCH A5 REGtUIRED L2/2/20 7. NEW CONSTRUCTION DATE � A5 NOTED 5GALE I OF b DRANK BY h/Q CHECKED BY .DJ VDV I ' DAA 0 0 00 DiGiov►anni & Associates .p' 11.1-011. Architects OH 81_311 -j l_DII II-/n ^IIt OH ✓ V {. V -0" NEW OPERABLE _0" DH SKYLIGHTS(TYP FOR 3) DH 26 preston avenue - - - - - - - - - - - - sea cliff, ny11579 0 (516) 671 - 3624 7EN DINI19 AREA� I � II ( fax{516} 759-7138 20-140 I L _—IJ I I \ SHAPED AREA = DOUBLE FRAMED EREpq N - - - R00 AREA - SEE SECTION 2" x 8"9 � az I I I , I I dJ I6" o c OPS ON 2 x b ULLAR G AD EXP E B AM L -- - - --I GAD wit Ix I- - - - - - - � -v NPA Ith x TRIM Z" x 10" FIZZ 2" x 10" RR/CJ I _ a Ib'I O/C (TYP) a Ib" DIG (TYP _ _ I 0 — -- - — — — — — — 7 F: Ft 'I'0 -�Olfi CtA AM DRO"t' _ - X-fiRt1°� III EXISTING WOOD RAMP p L I I ° L -I \/ t II I EXISTING FRMG F - - - - - - - - - �� I SISTER LL FLOOR I III TO BE REMOVED(TYP) I 3" dia �7EEL GOL Y - I• /- -� - ` I `� I II JOISTS TYP-VIF) I p n I I I I 15 5V E D TYP for I I I III I I I/f/21 PDR BIDDING (I I - Ist FLOOR DATUM - - J NEW PRE-FAB EL O'-0.I I I FIR�Tf'LED GLA 5G I III I NEW `±' I I �+ II 2" x I "GJ I u, I I DIN EXI5TING FRMG L -I- t IIoDOORS(VIF-TYP) � xG •� 0I oNEW _ 515TER ALL FLOOR iI I LL. b oJ015TS(TYP-VIF) I p• w • NEWKITGHE I *2 / a NEW GREAT ROOM BEDROOM I - -,� ARIDNI MBINATION SMOKE I I I I I I ii L - - - _ _J i "' x TEGTD RBON MONOXIDE r 1 ry � n -� I 31_/_11 311 IETECTOFJ!�7tR FLOOR TYP) I I � 4 X 6 P05T TO NEN I I _ A �S '`L 2" 1 D" RR/CJ I 1- -1- BEAM BELOW(TYP) r I III _p+ I I cu I "W �2�x l2" RR! I O/G (Typ), If" OIG TYP I _ Iq'-3t' 3'- " 12T® q.5"= q'-b" 3'-4" I I OH m I I Z" x 10" GJ D IIII in . " I I I — — IIx POST TO BEAM LON(TYP) �) I �II x II ML FLUSH 5D/GM = EXISTING STAIR TO BE REMOVED E R VIDE I — I I — I I �Ib o% HARDWIRED BINATION SMOKE I O + �� NEN STAIR NEW STAIR W/HANDRAIL '-10" L -IIS L - - - - J I6N wi AE�OVT__ .-.g, \ I I � LL._._....___.— '�- X DETEGTOR/GA N MONOXIDE ¢ ,f, ABOVE TREAD 0 N051NO(VIF-TYP) - - - I i 250 - I I I x Q , II DETECTOR(I PIE FLOOR TYP) EXISTING CONCRETE CFM __1 �-� _ _ _ �-� _ •(2) 1 " x 1�" ML FLUSH I . I p n '. PLATFORM TO BE I I I( P05T UP 0 BM VE (VIF) I ALIGN with WALL ABOVE ( IF 2" x " RR I I 2" x I " G NEW m - _ L O I x q FLU:2T REMOVED (VI F) / F N 616" o% D a o �n ®loll Ic I BATHRO -B +4? _Sn qy" = gl_blP05T UP TD BM ABOVE NI / I , 3'-4" NEW GL05. i_ 36 _ _ _ - - I I ry m m w I r I �O SD/GM I I ID4R x &0 E.F. m 8'-0" -41-7 T l7T�` ►n _ 50. 45 x W 4 UP I 14r _ 3" dia STEEL OL TO TH DOM CFM BI-FOLD DOOR n, 14 r I I I I I I I I '� I +'� X41-0" R I F •I I I I I I I m FOUNDATION BELON .2b x 80 I (TY for 3) 411 -8 II II (3)2 8 TYP) o I - - -NEW - I - (3 •I II „ ML U H I I o m (,L ry P05T UP/DN (TYP fo 2) I I G 05 P05T TO DOE x NEN WOOD 5TH R PROVIDE RAILI +� I ( 2 ABOVE (TYP) -l0 ABOVE IT AED a NOSING and U_ ( I 5D 33'D"rABOVE Ii I NDING with BULA5T RS AX EXI5TINO sD aU 36 x �b o o EXI5TINO �= I (2)24 x s0 I I o N W I� I BEDROOM �, BI-FOLIpIDR = S _ BEDRoaM - ® BI-FOLD DOOR�I BED O EXISTING 5TAIf TO BE REMOVED, ILL i � I I x pX cl o �_ Q 7-6 ®b x 2G(TY )" RR , x �I'-8" ADJACENT OPN5 AS q�j TO MATCH EXISTIN (� m o_ II'-4" x 41 1 x t� z i 13'-7" o I x I x I II C J �v 36 x a o 71 to BI-P 1�IDR m I - I B-FOLD DO X16' o% -` 2" i IOo GJ N _ a II _ o �II�Ib /G zia�NEW N/ - EFLOOR ' I N�YN — o ( I GZ05. I —_— — —_— — �' _ b-0D I-D" 4 ' -6II 15-5" OOH NOTE 361-511 30_511 PROVIDE ATTIC ACCESS PANEL LOCATION AS DIRECTED (TYP) FIR5T FLOOR PLAN SECOND FLOOR PLAN 1/411 it-on REV1510N9 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRIIpEMENT5 WILL BE PR05ECUTED. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIM AND DIMEN51ONo AND 5HALL BE RESPON51BLE FOR FIELD FIT AND QUANTITY OF WORK,NO ALLOWANCE SHALL BE MADE ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLECT ON HI5 PART. Corwin St. Residence 255 Corwin Street Greenport, N.Y. FIRST I$ SECOND FLOOR PLANS LEGEND EXISTING CONSTRUCTION TO REMAIN 12/2/20 ---------- EXISTING CONSTRUCTION TO PA TE BE REMOVED, PATCH A5 REQUIRED ikm2 NEW CONSTRUCTION AS NOTED Sr,ALE OF 6 DRAM BY � B GHEGKED BY JDYDIJ DAA 0r3 GALV. CHIMNEY r] 13 GAPS(TYP) D i G i ova n n i & LINE OF EXISTING(TYP) z _ CEDAR SHAKE � Associates ROOFING (TYP) o Architects N I 1 11 IT 11 26 preston avenue sea cliff, ny 11579 NEW SKYLIGHT (516) 671 - 3624 COMPOSITE TRIM 1 I-Ili 11 111 11 METAL STANDING SEAM(TYP ® I fax(516) 759-7138 STORY ROOF) FACIA 4 FREEZE BD. (TYPJ11 IT 11 11 it 11 11 if 11 T.O. PLATE EL. +164' 20-140 — �G�SSERED 9n> Q l 0 A.0/0 IITI COMPOSITE TRIM Yell NDON SCHEDULE �. p (TYP. ALL WINDOWS N 1 MK R.O.R OOPERATION ANDERSEN REMARKS EORE55 OLA55 VENT v��o o and DOORS) PROVIDE k <r � GAP FLASH — — — — WIDTH HEIGHT MODEL # EW �i U 11 A 5'-II 3/4" 5'-0 1" DOUBLE HUNG (2)TW2I04I0 PROVIDE 6RILLS ad SCREENS � 21.0 112 L=j B 51-01/511 5'-O 15" DOUBLE HUNG TW210410 PROVIDE GRILLS and SCREENS 10.5 5.6 C 6'-0 " 6'-II" SLIDING DOOR FW6,60611R PROVIDE 6RILLS and%REEN5 24.41 15.3 T.O. OF Ind FLOOR +5'-4 t" p 5'-3 114 3'-5 3/8" CASEMENT CX235 PROVIDE 6RILLS and SCREENS 13.6 12.6 1 5 5 U E D .0.OF PLATE +8'-0"t _ — — E .21-.2 " V-4 V8" DOUBLE HUNG TW2032 PROVIDE 6RILLS and SCREENS 3.1 2.1 1!7/21 FOR BIDDING J — — — — — — — — — F 3'-0 1/4" 5'-0 DOUBLE HUNG TN210310 PROVIDE GRILLS and SCREENS 8.0 4.4 _ _ _ _ = G 3'-8 Il4" 3'-q 3/4" OPERABLE SKYLIGHT VELUX V5-506 PROVIDE SCREENS it II I II I IIJill 11 H I SII — SII �I — Ilr �lljr WMP051TE TRIM 1 FM (TYP, ALL WINDOWS L NOTE. L J ►L_- and DOOR5) PROVIDE COMP051TE CORNER �' J_ — L GAP FLASH I.PROVIDE DIVIDED LITES IN GRILL PATTERN SHOWN ON ELEVATIONS(AS SELECTED) 2.PROVIDE SCREENS FOR ALL OPERABLE WINDOWS and DOORS BD5(TYP) 3 COMPOSITE CORNER COLOR AS SELECTED FROM STANDARD COLORS 4.PROVIDE EXTENSION JAMB AS REOV T.O. OF 1st FLOOR+0'-D" — _ — 505(TYP) 5.PROVIDE NEW PAINT 6RADE 5�"CASING.WINDOW SILL and SKIRT BOARD A5 SELECTED ENERGY REQUIREMENT NOTE WINDOWS TO BE PROVIDED WITH LOW E ARGON FILLED INSULATING GLASS WITH U RATING OF 029 min and SH6G oP 0.25 min J I'-0" 0 GOMP051TE GEMENTIDUS SIDING "XI � TAPERED COLUMN METAL STANDING (TYP) `-BRICK CHIMNEY(TYP)I (TYP. FOR 2) SEAM ROOFING(TYP) L m L_ T.O, OF EXISTING CELLAR SLAB EL.-6-S"t EAST ELEVATION A-3 1/4" = V-O" GALV. CHIMNEY GAPS(TYP) C ENERAL NOTES CEDAR SHAKE I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS LINE OF EX15TINO(TY IN FIELD AND REPORT ANY DISCREPANCIES TO ARCHITECT ROOFING (TYP) p BEFORE COMMENCING WORK P " 2. ALL CONSTRUCTION AND MATERIALS TO BE IN ACCORDANCE BRICK CHIMNEY (TYP WITH NEW YORK STATE BUILDING GODS AND ALL LOCAL CODES IT 1 11 If 1 11 1 11 11 11 IT 11 11 IT 11 11111 11 IT 11 11 IT 11 11 IT 11 1 11 1 111 1 1111 11 1 IT 11 1111 AND REGULATIONS 11 1 11 11 11 it II II IT 11 fill Rif 11 11 IT 11 11 If II il If 11 1 1 11 11 11 if 11 3. 57RXTURAL LUMBER TO BE THE SIZE INDICATED ON DRAWINGS 111111 111111 HLTII H [III I] AND SHALL BE DOU6LA5 FIR/LARCH FOR VERTICAL MEMBERS AND HEMLOCK/FIR FOR HORIZONTAL/ROOF MEMBERS. FB= 1400 P51 1 11 IIITII III Jill 111 4. ALL INTERIOR WOOD STUD PARTITIONS TO BE 2"X 4"AT 16"O.G. Jill ITII III 1 11 H IT MP051TE TRIM a 5. ALL ELECTRICAL WORK SHALL COMPLY WITH NEW YORK BOARD METAL STANDING SEAM FACIA 8 FREEZE BD. (TYP) (TYP 6 I STORY ROOF) OF FIRE UNDE RITERS REQUIREMENT. ELECTRICAL CONTRACTOR SHALL SUBMIT CERTIFICATE FROM ABOVE AGENCY. 11 IT T.D. PLATE EL. +I6-41" 6. THESE PLANS COMPLY WITH NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. 1. DRAWINGS ARE NOT BE SCALED,USE DIMEN51ONS ONLY. EACH FLASHING TYPICAL FOR ALL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HI5 WORK,AND ROOF/WALL JUNCTION5 DISCREPANCIES SHALL BE GALLED TO THE ARCHITECTS ATTENTION I — — — — — — — — — S. PLANS,DETAILS,AND ELEVATIONS SHOWN INDICATE INTENT AND QUALITY LEVEL. PROVIDE ALL SUPPORTS,BRIDGING,BLOCKING, R E V 15 I O N 5 AND CONNECTIONS AS REQUIRED. 41 q. PROVIDE ALUM LEADERS AND 6UTTERS I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE COMPOSITE TRIM 10. PLUMBING MU5T BE IN ACCORDANCE WITH NEW YORK STATE PROPERTY OF THE ARCHITECT.INFRIN5EMENTS WILL BE (TYP. ALL WINDOW5 I CODES. PROVIDE COPPER WATER LINES WITH PERFORMED PR05EGUTED. and DOORS) PROVID T.O. OF Ind FLOOR +8'-qt"" FITTINGS. ALL UNDERGROUND LINES TO BE CAST IRON. CON GAP FLASH T.O.OF PLATE +8'-0 TRACTOR SHALL VERIFY ALL FIELD CONDITIONS AW I t DIMEN510N5 AN+D 9HAI.L BE RE"1151BLE FOR FIELD FIT — — — —-— - __ — - — — — — — — — — — — — — — — — — — — — — — — — — — — — II. ALL FOOTINGS TO BE ON UNDISTURBED 501E AND SHALL BE AND QUANTITY OF WORK.NO ALLOWANCE SNAIL BE MADE - - - - - - - - - - - --- -- - -- I— _ —I — — — — — r _ — — — 4000#CONCRETE. ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR \ — 12. DOUBLE ALL FLOOR JOISTS,CEILING JOISTS,AND ROOF NEGLECT ON HI5 PART. — RAFTERS AROUND OPENINGS UON. \ / I 1. — AllJ I — I COMPOSITE TRIM 13, PROVIDE ALUMINUM FLA5HIN6 AT ALL WALL ROOF JUNCTIONS I i I — (TYP. ALL WINDOWS AND ALL ROOF VALLEYS(TYP) Corwin St. and DOORS) PROVIDE COMPOSITE CORNER GAP FLASH 14. A55UME 501L BEARING CAPACITY =2 TON/SF. 1305(TY') COMPOSITE CORNER 15-51-ABS ON GRADE TO BE q5 %MIN.COMPACTED SOIL,AND OF Residence 3500#CONCRETE. — — — BDS(TYP) T.O. 1st FLOOR 40'-0" 16.ALL HEADERS TO BE(2)2" X 12"UON C - ---- Il. IDE EN6FINEERE9 LUMBER PLATE ADAGENT TO ELECTRIC METER PER NY5(ODES 255 Corwin Street EXISTING CONCRETE Greenport N.Y. I PLATFORM TO BE I GEMENTIOUS 5101NO o I REMOVED (TYP) ¢ ALIGN NEW FOOTING COMPIANCE STATEMENT: ELEVATIONS 4 _ TO MATCH EXISTING THESE PLANS COMPLY WITH 2015 NYS and IBC BUILDING and ENERGY CODE — —'- '— — — — — — — — '— — — — — — — — AS AMENDED BY THE.2016 NY5 SUPPLEMENT T (VIS TYP T FOOTING PLUME3. RI 5ER D i AC" STEPPED FOOTING �r — — TD. OF EX15TINO CELLAR SLAB EL. 4'4"t 12 MAX (TYP) L 2 WEST ELEVATION DATE A-3 1/411 = 1'-0" A5 NOTED SCALE OF pp-ANN BY h/C CHECKED BY DD I - I DAA. ri0 GALV. CHIMNEY GALV. CHIMNEY fir] GAPS(TYP) CAPS(TYP) D i G i ova n n i & z z_ p BRICK CHIMNEY(TYP) Associates ry Architects LINE OF EXI5TING(TYP) LINE OF EXI5TING(TYP) 26 preston avenue COMPOSITE TRIM 4 sea cliff, ny 11579 FACIA FREEZE BD. (TYP.) (516) 671 - 3624 fax(516) 759-7138 � 4 ,. 1 a4 4V2 I �4 l2i 12 12 COMPOSITE TRIM 3 X-140 i \ T.O. PLATE EL. +16 41 T.O.PLATE EL. +Ib'-a" _ FACIA d FREEZE BD. (TYP) �ERED -o" 0 COMPOSITE LOUVER - - \ W/-_ \ SCREEN Z STANDING SEAM ROOFIN (TYP a I STORY ROOF) - i i i Q o o Q 12 12 FLASHING TYPICAL FOR ALL N� 1) - - \ ry n L2 ROOFMIALL JUNCTIONS I2 NEW ` 12 � /�/ \\ � METAL STANDING SEAM (TYP a I " _ qD �� _ STORY ROOF) T.O. OF 2nd FLOOR+8-qtAr% T.O. OF 2nd FLOOR +8 9t , - - - - - - - - - - - - - - - - 1 5 5 V E D ~ T.O. OF PLATE +8'-011t T.O. OF PLATE +8'-0"t J 1/7/21 FOR BIDDING IIL SII — til COMPOSITE TRIM COMPOSITE CORNER I AP � COMPOSITE Ir 11- - -,III- -1 _ and DOORS) PROVIDE _ TYP. ALL WINDOWS TAPERED _ BPS (TYP) - - - COLUMN (TYP) COMPOSITE CORNER - 505(TYP) EXISTING CONCRETE L= PLATFORM TO BE I I I EX15TINO CONCRETE REMOVED T.O. OF Ist FLOOR +0'-0" T.O. OF Ist FLOOR +0'-0" PLATFORM TO BE REMOVED - -- - - - - - Ij z V-0" 0 COMP051TE GEMENTIOUS SIDING z I I CEMENTIOU5 SIDING COMPOSITE TRIM TAPERED (TYP) I o (NP) (TYP. ALL WINDOW5 COLUMN (TYP.) Q Q m I ALIGN NEW FOOTING and DOOR5) PROVIDE BRICK CHIMNEY I — TO MATCH EXISTING GAP FLASH — — — -1 ALIGN NEW FOOTING MADJACYEFNT ADJACENT F FOOTING X15TINO _F OOTING T.O. OF EX15TINO CELLAR SLAB EL. -8'-8"t TO.Or EX15TINO CELLAR SLAB EL. -8'-8"t _ (VIF-TYP) STEPPED FOOTING — J L ��_E5TEPPED FOOTING 1:2 MAX(TYP) 1:2 MAX(TYP) SOUTH ELEVATION , NORTH ELEVATION 1'-O" A-4 I/4" = 1'-0" DOUBLE FRAMING at ROOF PEAK. PROVIDE 2x ON FLAT A5 REO'D (TYP) RIDGE VENT(TYP) 12 �� LINE OF EXISTING(TYP) ROOF CON5TRUCTION: N o CEDAR SHAKES on 2nd story roof d N z 0 METAL 5TANDIN6 SEAM on I story roof - over,30 # FELT on N rn v 5/8 GDX PLYWOOD SHEATHING over 2"x ROOF RAFTERS a 16" D.G.(SEE PLAN) W/R - 3 A o 4 30 BATT INSUL $ 1/2"GYP BD (SLOPED GLGS ONLY) rn x EAVE CON5TRUGTION rn D Ix8 COMP051TE FASCIA BD(BACK PRIMED) C PRO �_ _T.O. PLATE EL. +Ib'-q" n -p VIDE ALUM LEADERS and GUTTERS rnr- r m A i I X SOFFIT with r p N o o p i 2" CONTINUOUS SOFFIT VENTS A A p -' SET NEW 16" ml BEAM CEILING GON57SX110N FLUSH with BOTT OF- \ 2 x OR TGI CEILING J015T5 0 Ib" o% (SEE PLAN) EXISTING J015TrS Q with 12" BATT INSUL (R- 38) and R E V 1 5 1 0 N 5 (TYP) i � � 1/2" GYP BD FINISH PROVIDE 3/4" PLYWOOD 5UB-FLOOR A5 DIRECTED x c L2 THESE PLANS ARE AN INSTRUMENT OF SERVICE MID ARE THE i Q Qq Z _ i PROPERTY OF THE ARCHITECT.INFRINSEMENT5 WILL BE i m EXTERIOR WALL CON51RKTION: PR05EGUT®. TO. OF 2nd FLOOR +8'-qt" CEMENTITUOU5 51DING ON TYVEK HOUSE WRAP g ' T.O. OF PLATE +8'-D"t OVER 1/2" GDX PLYWOOD SHEATHING ON 2" x N = tANTRAGTOR SHALL VERIFY ALL FIELD CONDITIONS AND rn ►� DIMEN51M AND SHALL BPON E RESSIBLE FOR FIELD FIT 6" WOOD STUDS 0 16" 0/6 WITH R-Iq BATT �_ m° _ AND QUANTITY OF WORK,NO ALLOWANCE SHALL BE MADE INSULATION and I/2" GYB BD N N ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR I I NEW BEAMS and BEAM DROP �NEHOV STAIR, � � HEOLECT ON HIS PART. BEYOND (TYP.) HANDRAIL and BALV5 rER N = (TYP.) I'-O" 0 COMP051TE W I I _ rn EXISTING FLOOR TAPERED INTERIOR WALL CONSTRUCTION: � 1 I CONSTRUCTION (TYP) '- COLUMN(TYP) 2x4 WOOD STUDS 16" O.G. A Corwin St. 8" r-25 BATT INSUL (TYP) I I SET NEW DOUBLE J015T AROUND NEW STAIR with 1/2" GYP BO BOTH 51DE5 BACK FOR STAIR and PROVIDE SOLID PROVIDE ACOUSTIC BATT. INSUL. Residence 1 I - 1 I BLOCKING for HEAD ROOM A5 NOTED a BATHROOMS d BEDROOMS = CONSTRUCTION(TYP) T.O. OF Ist FLOOR +0'-0'�_ FLOOR CONSTRUCTIONL� S 255 Corwin Street 3/4" T d G PLYWOOD SUB-FLR ON =_ 1 =1 - I-I I- =�=111=1=T TGI FLOOR J015T PROVIDE 8" r-25 BATT INSUL ►� —1 1-�%I11;U1 i — —_ _— —I i I =1 I—1 Greenport, N.Y. —TI=C 1>1--�_ --1�— — — I— i;� �[ I I� L�, � ►1 �: III-III I I I-I I I-III 1 -1 _ _ I GUT BACK EXI5TING GRAWL5PAG L AS - �1-II�-- 1 - 2" RAT SLAB(TYP) _ = REQb FOR NEW STAIR. PROVID NEW SLAB III—I I 1=1 I I I I 1-11 .111=11 11 I I I—III—i i — — I I AND BLOCK WALLS AS RE011 ED(TYP) FOUNDATION CON5TRUGTI ON 1 _ —IIISI►— 1= - - - ELEVATION5 —III—I 11—I 11=1 11-11 —I 11 I-1 i I— I I— ly I I—III—III—I i I—I I 111=111=1 11=1 I I`-1 I Mil 11 8" CONC ON 8" x 1'-4" GONG FOOTING WITH (3) - 11I—_—IT��LI -1 I 1 #5 DONT BOTTOM. PROVIDE MEMBRAE =111=111—I I I—I I I—I I I—I I I—I I I — I I-111- 11-11 I—III—I I G III—I i E I I—I 11=1 I H I I DAMPPROOFING WITH 1 1/2" FOAM PROTECTION A -J I ILMI I ---1�—ITI I�--i11---I J11�L=1 I FE I —I I I I- 11=1 I I-1I I---111 -111—I 1 I-11 -111—I 1 —I I 1 -111-III=11 I-111-1 I 1=111-111 111-1 f 1=1 I I-III-I I BD and 2" GONG RAT SLAB ON 6 MIL POLY VB F=4 I I-I I- I =1 I I-T.O. OF EXISTING LLAR SLAB EL. -8'4"t O_ - I I—III—IIF—�I 11-11 I I1=111=1 I =111-111-11 I-11 I 111=111=1I 1-11= �: 1�—�l� �—�1-- --�1--T��IL=i�1►i�=�1-T—_ I _— I ��=i=I1� —�ll=1��T—�= I� 1--lli= I —. .a ►� �� ll i--1 l l=�111 T1-11 11— 1_TI=TfT-11T_7f—�—�1=�T 11 — 111— _`_► _Tr-1T-7f—T1T1—lT�II=ITf-111—i1— 12/2/20 DATE1A ` A5 NOTED SECTION sGALE 4 OF 6 A-4 1/4" = 1'-0" DRAM BY GHECxED BY DD 2018 INTERNATIONAL ENERGY CONSERVATION CODE DiGiovanni & Associates CLIMATE ZONES (CZ) TABLE R301.1 Architects itects GENERAL NOTES Nassau, Suffolk and Westchester counties ore CZ4A, t1 1 TYPICAL WALL 'SEAL ALLTYVEKa�JOINTS AND PENETRATIONS WITH APPROVED TAPE. SIDING (ex.DUPONT CONTRACTOR TAPE). All 5 NYC boroughs must comply With CZ6A Requirements. WOOD FURRING *FASTEN TYVEK®TO SHEATHING WITH LARGE HEAD NAILS R-38 SPF TYVEK®HOMEWRAPe OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex.DUPONT WRAPGAPS) COMPLIANCE NOTES 1/7CDXPLYWOOD SHEATHING * 26 preston avenue 2"x6"WOODSTUDs —R401.3 Permanent Certificate - Shall be completed by the builder or registered INSULATION-SEE SPECS. design professional and posted in the utility room or other approved location inside sea cliff, ny 11579 p. VAPOR RETARDER 5!8'GYPSUM BOARD Cr * the building. (516) 671 - 3624 o FLOOR R402.2.2.4 Not Required Access Hatches and Doors. Insulate access hatches is not fax(516) 759-7138 LAP AND TAPE TYVEKas WOOD JOISTS W Z Fj AT JOINTS 3W PLYWOOD �Lt zo ALL DUCTS WITHIN required for this project because the attic is within the building thermal envelope. SUB-FLOORpar— 1ZCD 1=g T MAL BARRIER -±-R402.4 Air Leakage - Building thermal envelope shall be constructed to limit air SIDING TYVEK®HOMEWRAP. v> 9 9 P 1%2"GDXPLYWooDSHEATHING �OOz leakage to < 3 air changes per hour. �O-I44 2"x6•w000sTuasLLJ R402.4.1.1 Installation - The components of the building thermal envelope shall be 0 p. INSULATION-SEE SPECS. W VAPOR RETARDER cn P 9 p �ERED qFc 0 SW GYPSUM BOARD installed in accordance with the criteria listed in Table 402.4.1.1. Where required by � P.pr y Fre SILL GASKET ATTIC _—_ ATTIC code official, on approved third party shall inspect all components and verify �� CAULK CONCRETE complaince. .-' FOUNDATION WALL \ —R402.4.1.2 Testing - Building or dwelling unit shall be tested and verified as having ? —L SEAL JOINT BETWEEN PLATES < 3 ACH50 in CZ 4A, 5,A 6A. Testing shall be conducted by an approved third party. INSECT SCREEN r^ BATT INSULATION `- ANCHOR BOLT SEAL BETWEEN PLATE —R402.4,1.5 Compliance - This project shall comply With Section 402.1.5 Total UA yo 1169 PARGING&DRAINAGE LAYER Q STAPLE VAPOR RETARDER a . alternate - See attached ResCheck. See Detail. �F NSW .(O CONCRETE FOUNDATION WALL BETWEEN JOISTS AND TO a.' �4•WOOD STUDS SEAL JOINT BETWEEN UNDERSIDE OF FLOOR w/R12BATTINSULATION ' —R402.4.3 Window Infiltration, Infiltration rate for Window and slidinglass doors no SHEATHING VAPOR RETARDER WALL SHEATHING PLATE more than 0.30 fm/sf swinging doors no more than 0.5 Gfm per q ft. ✓ — *R402.4.4 Combustion Closets - Rooms containing fuel-burning appliances require 15 51J E D special care.* TYPICAL WALL ISOMETRIC BASE OF WALL DETAIL I —Exception: Direct vent appliances with both intake and exhouse pipes installed RESIDENTIAL WOOD FRAME STRUCTURE wi SIDING continuous to the outside. RESIDENTIAL WOOD FRAME STRUCTURE w/SIDING —.R402.5 Maximum fenestration U-factor and SHGC Mandatory). The area-weighted average maximum fenestration U-factor permitted using tradeoffs from Section SEAL BETWEEN WALL GENERAL.NOTES GENERAL NOTES SHEATHING AND R402.1.5 or R405 sholl be 0.48 in Climate Zone 4 for vertical fenestration and 0.75 'SEAL ALLTYVEKsp"NTSANDPENETRATIONSWITHAPPROVEDTAPE. `SEAL ALLTYVEKtJOINTSAND PENETRATIONS WITH APPROVED TAPE. BOTTOM PLATE In Climate Zone 4 for skylights. The area-weighted average maximum fenestration (ex.DUPONTCONTRACTORTAPE). (ex.DUPONTCONTRACTORTAPE). i SHGC permitted using tradoffs from Section R405 in Climate Zones 1 through 3 shall 'FASTEN TYVE0 TO SHEATHING WITH LARGE HEAD NAILS 'FASTEN TYVEKaTO SHEATHING WITH LARGE HEAD NAILS R-19 BATT INSUL. be 0'50• OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex.DUPONT WRAPCAPS) OR USE NAILS WITH LARGE PLASTIC WASHER HEADS,(ex,DUPONT WRAPCAPS) —R403.1.1 Programmable thermostat. The thermostat controlling the primary heating SEAL JOINT BETWEEN or cooling system of the dwelling unit shall be capable of controlling the heating and BOTTOSUBFLM OR AND cooling system on a daily schedule to maintain different temperature set points at BOTTOM PLATE g Y Y P FLOOR CANTILEVERED FLOOR different times of the day. This thermostat shall include the capability to set bock or 117 GYPSUM BOARD METAL SOFFITSECOND FLOOR SECOND FLOOR temporarily operate the system to maintain zone temperatures down to 55 degrees WOOD JOISTS TYVEKo HOMEWRAP® ora"TONGUE&GROOVE fl`ieAtiNAtt 7/16'OSB SHEATHING F(13 degrees C) or up to 85 degrees F(29 degrees C). The thermostat shall initially SIDING SIDING 2" SPF INSUL. AT RIM JOIST be programmed by the manufacturer with a heating temperature set point no higher PLYWOOD SUB-FLOOR w000 1ols7s SEAL AND INSULATE TYVEKs HOMEWRAP® TYVEK+a HOMEWRAP. w/R28 BATT INSULATION(MINIMUM) 1/7 CDX PLYWOOD SHEATHING 117CDXODSTUDPLYWOOD SHEATHING RIM JOIST R-19 BATT INSUL. 9 ( 9 ) 9 P P 7xs'WooDs7UDS 314'T&GPLYWOOD SUB-FLOOR 7xs'WooDSTUDS than 70 degrees F 21 degrees C and a cooling temperature Set point no lower than INSULATION-SEE SPECS. INSULATION-SEE SPECS. SEAL BETWEEN PLATE-1 LATE 78 degrees F (26 degrees C). VAPOR RETARDER VAPOR RETARDER -—-—-—-— 5/8"GYPSUMBOARD 5W GYPSUM BOARD " —R403.2 Hot Water boiler outdoor temperature setback. Hot water boilers that supply LAP&TAPE SEAL JOINT BETWEEN 5/a GYP. BD. heat to the building through one-or two-pipe heating systems shall have an outdoor JOINTS(UPPERSHEET WALL SHEATHING AND — SEAL JOINT BETWEEN PLATES setback control that lowers the boiler water temperature based on the outdoor OVER LOWER SHEET) TOP PLATE temperature. ToTYVEKAPETvvEK� —R403.3 Not Required. Insulation of supply and return ducts is not required because TO TYVEK®FROM � STAPLE VAPOR RETARDER BATT INSULATION LAP AND TAPE TYVEK®AT JOINT EXPOSED FLOOR all ducts are within the building thermal envelope. ISTS BETWEEN EOFFtOOD (UPPER SHEET OVER LOWER SNEET ISECTSCREEN SEAL JOINTS IN *R403.3.2 Sealing (Mandatory). Ducts, air handlers andxes shall be sealed. 1'OUNDERSIDEOFFLOOG TYPICAL WALL PLYWOOD SHEATHING SHEATHING TYPICAL WALL —R403.3.2.1 Sealed Air Handler, Air handlers shall have a manufacturers designation SEAL AROUND WINDOW for an air leakage of no more than 2 percent of the design air flow rate when tested STAPLE VAPOR ERBEIWEENJo1STS in accordance with ASHRAE 193. ANDTOUNDERSIDE DEOF FLOOR SHEATHING AND DOOR FRAMES *R403.3.3 Duct Testing is not required because the ducts and air handlers are located FLOOR/ WALL INTERFACE DETAIL CANTILEVERED FLOOR DETAIL SEAL BETWEEN STUDS R-19 BATT INSUL. * Wit In the building thermal envelope, —R403.3.5 Building Cavities - Shall not be used as ducts or plenums. RESIDENTIAL WOOD FRAME STRUCTURE w/SIDING RESIUEN TIAL WOOD FHAML SI HUG TURE w/SIDING ' * R403.4 Mechanical System Piping shot l be insulated with R-3 insulation. " GYP. BD. —R403.5.3 Hot Water Piping should be R-3. [01FA ERAL.NOTES GENERAL NOTES *R403.6 Mechanical Ventilation - The building shall be provided With ventilation that SLALL TYVEK®JOINTS AND PENETRATIONS WITH APPROVED TAPE. 'SEAL ALL TYVEKs JOINTS AND PENETRATIONS WITH APPROVED TAPE. exDUPONTCONTRACTORTAPE). (ex.DUPONTCONTRACTORTAPE). meets the requirements of IRC/IMC. (International Mechanical Code) S TENTYVEKmTOSHEATHINGWITHLARGEHEADNAILS 'FASTENTYVEKeeTOSHEATHINGWITHLARGEHEADNAILS1/ —The meahlnCDl ventilation rate shall be no nater thou 0.01 X CFA + 7.5 X of R USE NAILS WITH LARGE PLASTIC WASHER HEADS,(ex.DUPONT WRAPCAPS) LOR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex.DUPONT WRAPCAPS) SEAL JOINTS IN IJ2 9 (# bedrooms + 1) (CFA = Conditioned Floor Area) PLYWOOD SHEATHING *R403.7 Equipment Sizingand efficiencyrating Mandator Heotin and cooling WINDOW WITH 9 ( Y)• 9 9 ROOFING SHINGLES INTEGRAL MOUNTING-- SEAL AROUND ALL CAULKINGequipment shall be sized in accordance With ACCA Manual S based on building loads MEMBRANE TYPEEAVEPROTECTION FLANGE ELECTRIC BOXES, calculated in accordance with ACCA Manual J or other approved heating and coolin CONDUIT AND PIPING PP 9 g (48'HIGHMIN.) calculation methodologies. New or replacement heating and cooling equipment shall R-35INSULATION PLYWOODSHEATHINGSPE NvHCLIPS PURE HA EXPANDING FMOR PENETRATING PLYWOOD have an efficiency rutin equal to or rester than the minimum required b federal AIR& SUL R RE -SEE SPECS. POLYURETHANE FOAM LK SIDING SHEATHING Y 9 q 9 q Y AIR&VAPOR RETARDER APPROVED CAULK TYVEKes HOMEWRAP® 1/2•GYPSUM BOARD (AROUND WINDOW RSO) 1/7 CDX PLYWOOD SHEATHING law for the geographic location where the equipment is installed. EXTEND 7x6•WOOD STUDS SEAL BETWEEN WALL TYVEKet4EADWRAPO VENTILATION WRAP TYVEK•INTO INSULATION-SEE SPECS. —R404.1 Lighting - A minimum of 75% of permanently installed fixtures must have AT TOP PLATE SPACER OPENING(JAMBS&SILL) VAPOR RETARDER SHEATHING AND SEAL BETWEEN STUDS 9 Y P OVER SHEATHING &TAPE(ESP.@ CORNERS) 518•GYPSUM BOARD BOTTOM PLATE hi h efficanc lams See Electrical Plans. VENTED METAL SOFFIT USINGTYVEK�FLE TYVIEK- SEAL JOINT BETWEEN — Low-voltage lighting exempt. LAP&TAPC-TYVEK® SUBFLOOR AND AT JOINTS(UPPER SHEET BOTTOM PLATE * MANDATORY _ OVER LOWER SHEET) EAVESTROUGH CORNERFASTEN USNG MECEKm HANICAL FIRST FLOOR: TOP OF TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION FASTENER SUBFLOOR rMI INSTALL TYVEK®FLEXWRAP- FIRST FLOOR FIRST FLOOR Component Air Barrier Criteria Insulation Criteria SIDING MINIMUM ROOF INSULATION TYVEK0 HOMEWRAP. AROUND PERIMETER OF OPENING -- Ceiling/Attic Aligned with insulation. Aligned with air barrier. ABOVE EXTERIOR WALL TO 112"CDX PLYWOOD SHEATHING EOUAL VALUE OF WALL 2•x6"WOODSTUDS SEAL AND INSULATE 2 SPF INSUL. AT RIM JOIST Walls Junction of foundation and sill Cavities within corners and headers INSULATION INSULATION-SEE SPECS, J RIM JOIST R-19 BATT INSUL. plate to be sealed. of frame walls shall be fully CAULK ABARRIER �( insulated With material having min. ER NG)TOTYVEKao 5B"GYPSUMBOARD � Junction of top plate and exterior walls t0 be sealed. R-3 per inch. 0YXXXXXVVV ROOF/ WALL INTERFACE DETAIL � ALL DUCTS ARE WINDOW SILL DETAIL —WITHIN THERMAL Rim Joist Rim joist shall include the air Rim joist shall be insulated. RESIDENTIAL WOOD FRAME STRUCTURE w/SIDING RESIDENT IAL WOOD FRAME STRUCTURE wl SIDING I barrier• a o BARRIER Floors Air barrier installed at any exposed Maintain permanent contact With R E V 15 I O N 5 GENERAL,NOTES GENERAL NOTES �Z O I (Including above garage & edge Of insulation, the underside of subfloor. O 1= cantilevered floors) 9 'SEAL ALL TYVEKe JOINTS AND PENETRATIONS WITH APPROVED TAPE. *SEAL ALL TYVE0 JOINTS AND PENETRATIONS WITH APPROVED TAPE. z P-g P' " MR GYP. BD. THESE M-AN5 ARE AN INSTRUMENT OF SERVICE AND ARE THE (ex.DUPONTCONTRACTOR TAPE). (ex,DUPONT CONTRACTOR TAPE). �w Crawl Space Walls Exposed earth in unvented Crawl Insulation shall be permanently 'FASTEN TYVEKas TO SHEATHING WITH LARGE HEAD NAILS "FASTEN TYVEKe,TO SHEATHING WITH LARGE HEAD NAILS W N to (Applies on to unvented PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex.DUPONT WRAPCAPS) OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex.DUPONT WRAPCAPS) N ? �' spaces to be covered with a class attached to Crawl space walls. If e w 2" SPF INSUL. ON BASEMENT WALL C0j"I S2°Ce1 1 vapor retarder. not provided in floor.* PROSECUTED. m� Shafts/Penetrations Duct shafts, utility penetrations, and CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND flue shafts opening to DKN51M AND SHALL BE RESPONSIBLE FOR FIELD FIT AND QUANTITY OF WORK,NO ALLOWANCE SHALL BE MADE sm1N � sDlfiY�t unconditioned space to be sealed. ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR TY"CDXPL WOOD s 1/7CDTYVEK4H PLYWOOD Garage Separation Air seal between garage and NEGLECT ON HIS PART, 1/2'CDX PLYWOOD SHEATHING 1/7 CDX PLYWOOD SHEATHING � 2•x6"WOOD STUDS 7x6"WOOD STUDS INSULATION-SEE SPECS, INSULATION-SEE SPECS. conditioned space, VAPOR RETARDER --- VAPOR RETARDER Recessed Lighting Sealed to the drywall. Air tight and IC rated 518"GYPSUM BOARD 5f8"GYPSUM BOARD ( g 9 Y 9 HVAC Register Register boots that penetrate *See complete Table R402.1.1 in Corwin St. PENETRATION PROVIDE WOOD (ex.EXHAUST VENT) Boots thermal envelope to be sealed to 2015 IECC subfloor or drywall. BLOCKING& CAULKINGMIN POLYURETHANE MINIMALLY EXPANDING LLY EXPANDING FLANGE Residencee POLYURETHANE FOAM OR APPROVED CAULKING (SEALED TO PENETRATION) POLYURETHANE FOAM OR INSTALL TYVEK®FLEXWRAPn AROUND APPROVED CAULKING OVER MOUNTING FLANGE. LAP HEATING AND COOLING EQUIPMENT PENETRATION (AROUND WINDOW RSO) TYVEK•&TAPE JOINTS. SEAL/TAPETYVEKesTOFtANGE ' —Boiler - Direct Vent > $5% AFUE (Gas or Oil) (USE TYVEK.FLEX WRAP. W INDOW W ITH - Indirect Hot Water Storage INTEGRALMOUNTING 255 Corwin Street FOR LARGE OPENINGS) —Furnace - Direct Vent > 90% AFUE Gas FLANGE i - Direct Vent > 85% AFUE Oil Greenport, N.Y. —Direct Hat Water - Power Vented - 40 Gal = > .61 EF (Energy Factor) (:)WALL PENETRATION DETAIL WINDOW HEAD DETAIL - 50 Gal - > .52 EF RESIDENTIAL WOOD FRAME STRUCTURE w/WOOD SIDING(HEATING CLIMATE) RESIDENTIAL WOOD FRAME STRUCTURE w/WOOD SIDING(HEATING CLIMATE) BASEMENT BASEMENT - 75 Gal = > .54 EF ENERGY GOD E —A/C SEER - Minimum of 13 SEER p�T�ILS I$ NOTES BUILDING WRAP DETAILS AIR SEALING OF STUD WALL INSULATION OF THERMAL BARRIER 12/31/.20 m N. . N. . DATE SPF: SPRAY POLYURATHANE FOAM INSULATION - CLOSED CELL A5 NOTED SCALE 5 OF 6 DRAWN BY' PO F`Ev BY dd i I NA I L I NC 5GHEDULE JOINT DESCRIPTION # OF COMMON NAIL SPACING NAILS R O O F F RAM I N O DiGiovanni & 2 X 4 CONTINUOUS ; Associates LATERAL RAFTER TO TOP PLATE (TOE-NAILED) 3-SD PER RAFTER BRACE ® 6O.G. CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-5D PER JOIST ROOF RAFTERS 2-IDD NAIL5 CEILING J015T TO PARALLEL RAFTER (FACE-NAILED 8-I&D EACH LAP Architects CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-I6D EACH LAP ROOF RAFTER. SEE Vj" X 30"20 GA STRAP ---- TRUSS OR CEILING MODEL MEMBER 51ZE FASTENERS COLLAR TIE TO RAFTER (FACE-NAILED) 3-IOD PER TIE END �? FRAMING PLANS. — (4) BD NAILS a RAFTERS W RIDGE RI GARNG EACH RIM BOARD TO RAFTER (END-NAILED) �Q I J015T NO. 2-8D EACH END 2-16D EACH END 26 reston avenue (4) 8D NAILS 0 STUD 10-8D NAILS a MEMBER CLIP sea cliff, ny 11579 I o HRO22 I,(b X OR I6-IOD X IYa 2-IOD X 1Y2 -- - COLLAR TIE. SEE (2)2 X 4 TOP PLATES WALL FRAXI NO (516) 671 - 3624 o FRAMING PLANS. 4" WIDE fax 516 759-7138 GABLE END TRU55 TOP PLATE TO TOP PLATE (FACE-NAILED) I fax( ) 2-16D PER FOOT SECURE COLLAR TIE W/ MATERIAL: HRC=GALVANIZED TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I&D JOINTS-EA. SIDE I �� (s) 8D NAILS � WITH 5D COOLER FINISH: GALVANIZED EXTERIOR STUD WALL STUD TO STUD (FACE-NAILED) 2-I6D 24" O.G. (2)Y�" DIA. THRU BOLTS NAILS ® 10" O.G. 2Q-140 I 20 GAGE 5TRAP HEADER TO HEADER (FACE-NAILED) IbD I6" O.G. 0 EDGES WITH NUT � WASHER. �g'CERED INSTALLATION: TOP OR BOTTOM PLATE TO STUD (END-NAILED) I-I6D PER STUD q9 A 2 X 4 BLOCK NAILED USE ALL SPECIFIED FASTENERS. 12 TO EACH BRACE WITH ON END OF RIDGE-U5E OPTIONAL DIAMOND HOLES ON HRC22 AND HRC42 TO BOTTOM PLATE TO FLOOR JOIST, BAND .JOIST, 2-I6D PER FOOT oP A 4-IOD NAILS SECURE THE HRC. BEND FACE FLANGES ON HR= BACK FLUSH WITH RIDGE AND END JOIST OR BLOCKING (FACE-NAILED) Z 10-8D NAILS COMPLETE NAILING. N� z c;oLLAR TIE DETAIL HURRICANE 5TRAP DETAIL GYPSUM E30ARD DOUBLE BEVEL-CUT HIP MEMBERS TOA CORRECTHRC= ON FACE OF RIDOE-ADJUST TO VE FULL HEIGHT BEARING CAPACITY.AIL5. FLOOR FRAMING q�F B7 I'=I'-O' 5D COOLER NAILS ® �" O.G. ENDWALL STUDS THE HRC MAY BE SLOPED TO 450 WITH NO REDUTIDN IN LOADS. JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) O NFW•ra?� I 4-SD PER J015T BRIDGING TO J015T (TOE-NAILED) 2-8D EACH END BLOCKING TO J015T (TOE-NAILED) 2-SD EACH END GEILIN5 BRAGS CABLE ENDWA►LL HIP RIDGE CONNECTOR DETAIL BLOCKING GER 5T P5TO B AM (PAGE-NAILED)NAILED) 3-I&D EACH JOIST TOP PLATE 5-16D EACH K ' s s e ° JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-6D PER JOIST SCALE I O SCALE' I I O BAND JOIST TO J015T (END-NAILED) 3-I6D I PER JOIST 2ND FLOOR WALL BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) .2-16D PER FOOT PROVIDE I Y4" X.20 GAGE ROOF S H E A T H I NO STRAP IN/ (4) SD COMMON I DIMENSIONAL WOOD OR NAILS IN EACH END STRUCTURAL PANELS 8D b" EDGE/12" FIELD ` '`} 4 MICRO LAM BEAM. SEE _ DIAGONAL BOARD SHEATHING RIDGE VENT _ FRAMING PLANS. PROVIDE #LU526 I" X b" OR I" X 8" 2-8D PER SUPPORT - MTL. '`lam JOIST HANGER I" X 10" OR WIDER 3-8D PER SUPPORT �� CEILING OR FLOOR - BY 51MP50N STRONG- JOISTS. SEE FRAMING _ PROVIDE I Y4" X.20 PLANS 0 GAGE TIE. .' • . CEILING SHEATHING I STRAP W/ (2) 80 COMMON MODEL MEMBER SIZE FASTENERS UPLIFTNAILS IN EACH END e SECURE JOISTS TO GYPSUM WALLBOARD 5D COOLERS T" EDGE/10" FIELD AVG. Ib O.G. GIRDER OR HEADER WITH NO. TO AT ULT, OLT OR HOLT BEAM RAFTERS PLATES HGP2 2X 6-IDD X IY� -IOD X Y 2017 ROOF RAFTERS. HANGER AS MFTR'D. BY W A L L 5 H E A T H I N G 51MP6ON STRONG-TIE. (DEPTH AND BEAM PROVIDE #LTSI2 STRAP STRUCTURAL PANELS _ SD b" EDGE/12" FIELD I HANGER TO MATCH THAT W/ FASTENERS AS PER PLYWOOD PANELS ATERIAL: 18 GAUGE. OF JOISTS) = 3 IN15H: HGP2-6ALVANIZED OR Z-MAX; HCP4-GALVANIZED. _ MANU. 5PEG5 BY �6 6D 3" EDGE/6" FIELD 51MP50N STRONG-TIE. x%21 SD3 3" EDGE/ b" FIELD STALLATION: 5E ALL SPECIFIED FASTENERS. GYPSUM WALLBOARD 5D COOLERS 7" EDGE/10" FIELD TTAGH HGP TO DOUBLE TOP PLATES;BIRDSMOUTH ONT REQUIRED FOR TABLE HPARTICLEBOARD PANELS ARDBOARD BD N/A I GADS. DIAGONAL BOARD 5HEA7HING 8D STALL RAFTEf2 AND COMPLETE NAILING. RAFTER MAY BE SLOPED TO 45*. (SEE MANUFACTURER) I" X b" OR I" X 8" 2-8D PER SUPPORT I HIP CORNER PLATE DETAIL RIDGE 5TRAP DETAIL J015T5 TO FLU5H WOOD OR MICROLAM GIRDER 5TRAPPIN5 DETAIL C� CANTILEVER I"X 10" OR WIDER 3-8D PER SUPPORT 5 5GALEi 1'=I'-0' SGALEs I'm -O FLOOR 5 H E A T H I N G • SGALE� I'=I'-O' SGALE� I'm STRUCTURAL PANELS I" OR LESS 8D 6" EDGE/12" FIELD GREATER THAN I" IOD b" EDGE/6" FIELD NEW EXTERIOR WALL DIAGONAL BOARD SHEATHING NEW EXTERIOR WALL I" X 6" OR I" X 8" 2-5D PER SUPPORT - 4 X 4 WOOD P05T I" X 10" OR WIDER 3-8D PER SUPPORT I _ PROVIDE LSTA NEW FLOOR JOIST - � 5TRAP INSTALL #BG4 AS MFR'D I NAILING REOUIREMENT5 ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. - AS MRF'D BY "511P5ON" PROVIDE L5TA 30 STRAP Y SI MESON OR EQUAL IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES„ OR EQUAL-32" O;. AS MRF'D BY "SIMPSON" 0 5EGURE W/ L2-16D NAILS NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE PROVIDE LSTA 30 STRAP SECURE W/ (8) 81 NAILS OR EQUAL-32" O.G. INSTALL #PB44 AS MFR'D CONNECTORS, SUCH A5 SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. AS MRF'D BY "51MP50N" a TOP d BOT. (4)EACH 51DE SECURE W/ (8) 8D NAILS 0N P S1M' 5 ' OR EQUAL OR EQUAL-32" O.C. ® TOP 4 BOT. (4) EACH SIDE BY Y 'SIMURE 5 IbD NAILS 2 WHEN WAWLL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED # OF SECURE W/ (8) 8D NAILS NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I6D NAIL PER FOOT. a TOP 4 BOT. (4) EACH SIDE LTP4 M1NEW GONG. SLAB 4 U 4 3 CORRO51ON RESISTANT 11 GUAGE ROOFING NAILS AND 16 GUAGE STAPLES ARE PERMITTED, CHECK I) 1130 FOR ADDITIONAL REOUIREME:NTS CLIMATIC AND GEOGRAPHIC DE51ON CRITERIA IIa II NEW CONCRETE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE 5HEILDGROUND FDN. WALL GONG. PIER SEE PLANS SNOW DESIGN RO57 LINE DESIGN UNDERLAYMENT FLOOD II NEW CONCRETEc a 1I FOR SIZE LOAD PEED (MPH CRITERIA EATHERIN DEPTH TERMITE DECAY TEMP REQUIRED HAZARD Imo. FDN. WALL d 45 P5F 130 MPH B SEVERE 3'-4' M TO H 5 TO M 110 YES dd. . H I OH W i ND ANAL Y5 1 5: M15CELLANEOUS PROJECT DATA I I LOCATION: GREENPORT, NY REVISIONS FLR TO FLR 5TRAP DETAI 10 WALL TO FG)NDATION 5TRAP DET I I WALL TO FOUNDATION 5TRAP DET DECK AND P05T 5TRAP DETAIL EXPOSURE : BO MPH THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE SCALEi I m i-O SGALE� 1'=1'-O' 1.2 24-b PROPERTY OF THE ARCHITECT.INFRW,-EMENT5 WILL BE - � SGALE� 1'sl'-O' MEAN ROOF HEIGHT: � �� ROOF SPAN: 1.71-011 PROr5E� 5GA1'E' I'=I'-O' DESIGNED ACCORDING WITH: WOOD FRAME CONSTRUCTION MANUAL FOR I E 2 STORY DWELLINGS CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND I MODEL D1MEi`ONS FASTENERS CHAPTER 3 PRESCRIPTIVE DESIGN DIMEN51OH5 AND SHALL BE RE5PONSIEILE FOR FIELD FITAND OUAHTItt OF WORK.ND ALLOWANCE SHALL BE MADE NO. ANCHOR NO. OF ROOF RAFTER/TRU55 TO TOP PLATE CONNECT(ON ON THE BEHALF OF THE CONTRACTOR FOR ANY ERROR OR GA. W H DIA. SIMPSON 5D5 �I NEOLECT ON HIS PART. • PHD5-SD53 14 3 1130 Y8' I�/8" 5/e Y4 X 3 WOOD �� 4 X 4 WOOD POST (PRESCRIPTIVE DESIGN) NEW EXTERIOR WALL 2-10 Dx V, I UPLIFT = 421# PER TABLE 3.3SCIRFNI � LATERAL SHEAR PER TABLE 3.4A (PROVIDE (3) #SD COMMON NAILS 0 Corwin St. EXISTING FLOOR JOIST o I FOR HOEDOWNS, PER ASTM TEST STANDARDS, ANCHOR BOLT �' EACH R.R. � G.J. CONNECTION TO TOP PLATES (TOE-NAILED) 2-I6D COMMON CI NUTS SHOULD BE FINGER-TIGHT PLUS A TO Y2 TURV WITH INSTALL COLUMN BASE #LCB44 MATERIAL: PHD5-5D53 NAILS 0 Ib O.G. 0 9 A WRENCH, WITH CONSIDERATION GIVEN TO POSSIBLE A5 MFR'D BY 'SIMPSON' OR EQUAL WALL TO WALL CONNECTION ResidenceI FINISH: GALVANIZED o I FUTURE WOOD SHRINKAGE. - 1.2-16P- SECURE W/ -I6D NAILS (PRESCRIPTIVE DESIGN) 0: INSTALL FOUNDATION ANCHOR #FJA CARE SHOULD BE TAKEN Qa AS MFR'D BY 'SIMPSON' OR EQUAL INSTALLATION: TO NOT OVER-TORQUE THE NUT. I I UPLIFT = 355# PER TABLE 3.3A (SEE DETAIL #3 FOR CONNECTION REQUIREMENTS) SEE ELEVATIONS FOR LOCATIONS USE ALL SPECIFIED FASTERS. I d U J LATERAL e SHEAR PER TABLE 3.3A (PROVIDE (3) #I6D COMMON NAIL PER STUD TO 2�5 Corwin Street PLACE THE PHP OVER THNNGHOR BOLT. I I PLATE CONNECTION I INSTALL 51MP50N'5 CODE:COGNIZED 5D5 Y4 X 3 WOOD 5GREW5, WHICH A E\ (2)Y2" EXP. BOLTS ® EXISTING PROVIDED WITH THE HOLINN. (LAG SCREW5 WILL NOT ACHIEVE THE SAME LOf D) GONG. PIER SEE PLANS WALL A55EMBLY TO FOUNDATION CONNECTION Greenport, N.Y. II GONG. FOUNDATION WALL FOR AN IMPROVED GONNFION, USE A STEEL NYLON LOCKING NUT OR THREAD I I FOR SIZE (PRESCRIPTIVE DESIGN) II ADHESIVE ON THE ANCHOBOLT. \y IIS` SEE 55TB ANCHOR BOLTSAGE 18, FOR ANCHORAGE OPTIONS. THE DESIGN . . • . . 4 UPLIFT PER TABLE 3.48 (PROVIDE (3) #8D COMMON NAILS ® EACH END OF II ENGINEER MAY SPECIFY A' ALTERNATE ANCHORAGE CALCULATED TO RE515T THE I Y4" X 20 GAGE STRAP STRAPPING II EXISTING CONCRETE FDN. WALL TENSION LOAD FOR A 5PEFIG JOB. ANCHORAGE LENGTH SHOULD TAKE THE BEARING ENGAGE T PLATE 0 zl FOR 3XACCOUNT, PLATES USE SST BL.BLQUATE LENGTH OF SEE ELEVATIONS FOR LOCATIONS 'f` L C, TO TIE DOUBLE 2X MEMBE' TOGTHER, DESIGNER MUST DETERMINE THE FASTENERS PER TABLE 32B (PROVIDE §/e" DIA. ANCHOR BOLTS ® b'-O" O.G. DE I AI ✓ I WITHIN 8'-O" OF ALL CORNERS AND b'-O" O.G. AT REQUIRED TO BIND MEMBEi TO ACT AS ONE UNIT WITHOUT SPLITTING THE WOOD. I ALL INTERIOR ZONE LOCATIONS. SEE BELOW, MORE ALL INTERIOR ZONE LOCATIONS. SEE BELOW, MORE I I l2/3I420 0014 LATERAL d SHEAR PER TABLE 3.2A PROVIDE %" DIA ANCHOR BOLTS ® I I EXI5TIN5 FOUNDATION 5TRAP DETAIL CORNER 5TUD HOLODOWN DETAIL COLUMN 5TRAP DETAIL ® 3'-O" O.G. DATE 1314' A5 NOTED SGALEi I'=I'•O' SI.Ev P=I'-O' 5GALEt I'm 1'-0' ISGALG 6 OF b ( BY P owcxrD BY dd I I I