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Home My WebLink About46551-Z o�oS�E lk�r Town of Southold 6/18/2022 y ; P.O.Box 1179 o T 53095 Main Rd o�Fr Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43170 Date: 6/18/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 330 Inlet Ln., Greenport SCTM#: 473889 Sec/Block/Lot: 43.-5-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/2/2020 pursuant to which Building Permit No. 46551 dated 7/9/2021 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: additions and alterations, including covered porch, deck, garage and unfinished basement,to existing single family dwelling as applied for. The certificate is issued to Katona K Rev Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46551 2/25/2022 PLUMBERS CERTIFICATION DATED 2/22/2022 A i Konior h iz S nature O�g�Ff01�' TOWN OF SOUTHOLD aye BUILDING DEPARTMENT TOWN CLERK'S OFFICE "oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46551 Date: 7/9/2021 Permission is hereby granted to: Katona K Rev Trt 327 Vandelinda Ave Teaneck, NJ 07666 To: Construct additions and alterations to existing single family dwelling as applied for per Trustees #9704 and DEC approvals and with flood permit. At premises located at: 330 Inlet Ln., Greenport SCTM #473889 Sec/Block/Lot#43.-5-3 Pursuant to application dated 11/2/2020 and approved by the Building Inspector. To expire on 1/8/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,093.60 CO-ADDITION TO DWELLING $50.00 Flood Permit $100.00 Total: $1,243.60 Building Inspector �OS'4FF0 �o, TOWN OF SOUTHOLD �o oy BUILDING DEPARTMENT C2 TOWN CLERK'S OFFICE "may • � :r SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45294 Date: 10/6/2020 Permission is hereby granted to: Katona K Rev Trt 327 Vandelinda Ave Teaneck, NJ 07666 To: 200A electric underground service. At premises located at: 330 Inlet Ln., Greenport SCTM #473889 Sec/Block/Lot# 43.-5-3 Pursuant to application dated 10/5/2020 and approved by the Building Inspector. To expire on 4/7/2022. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector Of SOU�yQI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sean.devlina-town.southold.ny.us Southold,NY 11971-0959 QlycOUN'i`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Katona K Rev Trt Address: 330 Inlet Ln city:Greenport st: NY zip: 11944 Building Permit#: 46551 Section: 43 Block: 5 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Pro-Line Electric License No: 32279ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Surrey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 40 Ceiling Fixtures 3 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt Wall Fixtures 16 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 40 Heat Detector 1 Sub Panel A/C Blower 2 Range Recpt 40A Ceiling Fan 3 Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency FixturesTime Clocks Disconnect 2 Switches 43 4'LED 7 Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, Hood, W/D, 200A 40 Circuit Panel / 34 Used Notes: New Two Story Unfinished Basement Inspector Signature: Date: February 25, 2022 S.Devlin-Cert Electrical Compliance Form 'zf so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATIOLi Date: 7— Building Permit No. �-- 65G- I Owner: 2V0(),, Koj (Please print) Plumber:—----- CZ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this 2 42- day of –bry 0 210 tAonik&Majewski NOTARY pUqUC."M OF NEW YORK Regbtmdon No.OIMA6392440 QuJified in Suffolk COAV Commission Expire 0312812023 Notary Public, County O'aFat I(V, ' UI: I G DEPARTMENT- Electrical Inspector ZO°' 'Gi i; t_.' TOWN OF SOUTHOLD AUG 1 9-� � Hall Annex - 54375 Main Road - PO Box 1179 k Cz rft>` Southold, New York 11971-0959 IBUT[IDING%%hl_one (631) 765-1802 - FAX (631) 765-9502 w . rooerrl_sou holdtownny.gov sea nd(cD-southoldtownny.yov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION- (All Information Required) Date: /0 12 Company Name; — %)2JG' I:fjc. Name:. . License No.: 22 H-tc email: - ICO mcecoPoo"L/IV Phone No:. (- 21 _]I request an email copy of Certificate of Compliance Address.: ..[ 11914 ki"' J`OB.SITE INFORMATION .(All Information Required) Name' .. : VVY U TO .4- Address:.: :3i0 Z' NT . L CStreet: _� ross Phone. No.: " .7 Bld :Permit:#. emai ' ... 1.Q0 TMa.p District: 0 Section:. .. Block: ax Lot: :BRIE,F DESCRIPTION.'OF*,WORK.(Please. Print Clearly) oblz Check All That Apply: . :: : . Is:job ready for inspection?: .. QYES ❑NO.- ❑Rough In ]Final .D.o you.need a Temp Certificate?: EIYES [vi]NO Issued On Temp Information: (All information required)' Service°Size 1 Ph 3 Ph Size: A #_Meters OId..Meter# ❑ 0 . :❑New Service EeSrvice Reconnect Underground Overhead # Underground Laterals D. .❑2 -❑H.Frame❑Pole' Work done on Service? : E Q N Additional Information: PAYMENT DUE WITH APPLICATION aA Electrical Inspection Form 2020.xlsx M: M BUILDING:.DEPARTMENT Electricat In ector .. .. ..._. . p TQWN.OFSOUTHOLD. f ._�. Town Hail Annex- 54375 Main Road - PO Box 1179 ;. G DE Southold;. New York:119:71-.09'59 ,� elep:hone (631) 765=1>802.-FAX:.(.63:1):7:.65.-9502 rogerr(a7southoldtortinny.pov wand southoldtownny qov. APP'LIC a TION FOR',ELECTRICAL:INSPECTION . .. ... ... . . ELECTRICIAN INFORMATION:(Airtnformaticin Required} pato! L 1._:c .N�rrie: Liter...... a; )ZZ72HF, r Ct O O- Address:: 1-111-HR.-TON ... Phone No.: (03/ , 227 JOS SITE INFORMATION (Ail Lnformativn Required.) X Name: TAna. N =.. .:_ Ad.d.ress: Q ,r V ,. T L...I .. ....._. .. ._ . _. '.._....__.... rc.ssStreet: A� .. ..:...................:.. .. ........ Phone No.: , :q . �.- A1.5-Attr&, 00, x r 4.3.. Tax 11l1a Dist.:ict;.........1:0.40. „..'00.0rbri; Block;: Lot: BRI:LF QES RIPT[ON. 1Ii!( R (PleaseRin Clearly 2VIC E C U.N. . -:.: C .O �:1 . 1 t 1�L F�l�2,oft '...._.. �c.. .CT....C .?/�-:�J L:., ..:,,.. .............. ...:.:. .............. Gird:e: .`I['.:hat:Ap} ly:: . is job ready for: inspection?: YES NO Roddh, In Final ,Do you meed a Temp Certifrea#e?`. YES NO Issuer! 4:rt: . �.F . '. ...:.... Temp`Information (Ali information required) Service Siz . 1 Ph 3 Ph Size:.,._ .._ 0...._A #M'*ei§:_......... .... ..... . . t id NCcter#: _.. :_._..............-- - --_ Newservice:- Fire:Reconnect Flood Reconnect- Service.Reconnected :Underground Overhead # Underground;Laterals 1 Z' H F Po[e:.._.. . Vllo'rk done on Service N Add tia:nal fiW0'ation PAYMENfiDUE WITH.AP:PLIGATION ,`a4 �6' �b R60ue4lbrinspecfiohfE m,xis • OE SOUIyO� PW� - _j® 1N OF OUTHOLD BUIL INGlDDEPT. ' V co 765-1802 dldled 46 INSPECTION , [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION KA ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: 7TjpGrp_V(l_ ,; TAN Sly W4 ?9RMANl&rr M ;r,�-R_ -FeiueAH 7t�LLrr,l"2,IC' — Q K DATE a 17 1 To INSPECTOR <." s a TOWN OF SOUTHOLD BUILDINIG DEPT.' 765-1802 INSPECTION FOUNDATION 1 ST ROUGH PLBG. [/ UNDATION 2ND- INSULATION/CAULKING FORAMING STRAPPING FINAL FIREPLA E & CHIMNEY -FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUG ELECTRICAL (FINAL) CODE VIOLAT PRE C/O REMARKS: 4v WA, 0 DATE INSPECTOR so Av * # V F �B ILDING DEPT. y , TOWN O , SOUTHOLD U 765-1802 . . : .I.NSPE=CTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE. & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ] ELECTRICAL-(FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: U) r tke.�el� — c� DATE i Z INSPECTOR / so # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] 'FOUNDATION 2ND" [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION XFIR] SISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)= E VIOLATION [ ] PRE C/O REMARKS: c DATE 3 �Z� . INSPECTOR SOUTyO - - - -- # # _TOWN OF ,,S UTHOLD BUILDING DEPT. ao , 765-1802 . . 1NS:PECTION f [ - ] FOUNDATION 1ST [ ]-. ROUGH PL13G. [. ] - FOUNDATION 2ND [ ] NSULATION/CAULKING [ `] FRAMING/STRAPPING lV4 FINAL ] FIREPLACE.& CHIMNEY-- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ " ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) -[ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O D" REMARKS: _ 6; later_ 4 D V t,�1, -A`01- nqA o 59v*qflw m I#At600, Ov uh �� 5M vel � J DATE �' INSPECTOR' � IXA LAA Gtr h �,fl / f&#g vi (dli�'1 �OFSO//ty! ® - � O TOWN OF%StUTHOLD BUILDING DEPT. �`y�ou►m ''� 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [. .] FOUNDATION 2ND [ I SULATION/CAULKING [ ] FRAMING:/STRAPPING [ ] FINAL [ ] FIREPL=ACE &CHIMNEY [ ] FIREP SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O r REMARKS: 0 1 V1 .P1 uV1 1 DATE INSPECTOR # TOWN OF SOUTHOLD-,BUILDING DEPT. �0 • �o `ycourm 7654 802 INSPECTION '- FOUNDATION 1ST [ . ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAUL"KING. = [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &'CHIMNEY ' [ ] ' FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL'(ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: a AP-tr�- DATE INSPECTOR s g �^ho�aba�. oulfolo TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [4L FINAL ICE [ ] FIREPLACE & CHIMNEY [ ]' FIRE SAFETY( INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Tk/ Q 6 G s G41 rmrlz ? '(fav ,k, FOE DATE`_-- INSPECTOR I Building Envelope and Duct Tightness ]deport 2018 Mi CC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 330 Inlet Lane,Greenport NY 11944 Test Date 3/10/2022 Building Permit#: 46551 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID 4 4150294 Home Energy Solutions NATE ID# 187 East Main Street, ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume B Conditioned Basement Basement 814 7058 ❑Conditioned Crawl Space i 1St 1163 8920 Q Sealed Attic nd 2 593 5141 *The conditioned floor area of dwelling is calculated in 3`d 0 accordance with ANSI 2765,except that conditioned floor Attic 4979 area includes areas where the ceiling height Is less than 5 Total Volume 26098 ft. CFM @50 pa 1156 Air changes/hr@50 p .66 G Code Compliance: Pass Duct Tightness: Post Construction Test-Total dZet Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa NIA CFM/100 ftZ CFA N/A Code Compliance:1 Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa NIA CFM/100 ftZ CFA N/A Code Compliance: Exem t System-3: Duct Location_ Floor Area � Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified In ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: Date: 3/10/2022 Christer Silvia;Home Energy Solutions L Date SOUTHOLD TOWN BOARD OF TRUSTEES COMPLAINT REFERRAL FORM Property Owner(s): K�TOq KA-Tua � Location of Complaint: -3 30 l plc, LkN ��1 SCTM9 cat p NATURE OF COMPLAINT: �i u. g6uc�[r `BRo�1tr�7/ I Al � •�+¢DruG- -��l. 8A� . . . -ISI - a. ' • Optional: - --- Address: Phone: .. :Additional-1�hXes/:Cocrimeks, Report Taken By /"`� � Date Referred to Bay Constable: �(•I7•� -(OO�A- p'GJe�j y✓cT.t /J'•r �'1.�.�-'i2ve ,f '' w7' - /VOor - - -- - -- -- ,��—T7'�-/9-- e�v�- ��,oT .�v�1'T,'J^�Tv�t Ci•�pTv�v ap yr ,41100�-�6l O v JUS a i 2021 RAY DONER,ARCHITECT ARCHITECTURAL DESIGN INTERIOR DESIGN PLANNING&DEVELOPMENT RESIDENTIAL-COMMERCIAL-INDUSTRIAL 95 RICHMOND AVENUE S.AMITYVILLE, NEW YORK 11701 Phone/Fax: (631)6914718 EMAIL:RDARCHITECT a@YAHOO.COM June 14, 2021 Southold Building Department 54375 Rte. 25 Southold,New York 11971 RE: CERTIFICATION of INSTALLED FOUNDATION SYSTEM 625 Cedar Drive South,East Marion. BUILDING PERART NO: 46295 To Whom it May Concern: This Letter is to Certify that the Foundation System and Waterproofing was Installed as per My Approved Architectural Drawings and Meets All Applicable Building Construction Codes. I Acknowledge that the Southold Building Department is relying on this Affidavit to issue a Final Certificate of Occupancy for the above Construction. Sincerely, tiR ED q�,c Ray Doner, Architect. Q� yMOND,0 9XF�F02480N�� NEW RAY DONER,ARCHITECT ARCHITECTURAL DESIGN INTERIOR DESIGN PLANNING•&DEVELOPMENT RESIDENTIAL-COMMERCIAL-INDUSTRIAL 95 RICHMOND AVENUE S.AMITYVILLE,NEW YORK 11701 Phone/Fax: (631)691 1718 EMAIL:RDARCHITECT@YAHOO.COM June 26, 2021 Town of Southold Building Department Annex Building 54375 Rte. 25 Southold,New York 11971 RE: KATONA RESIDENCE @ 330 Inlet Lane, Greenport. Attention:Nancy Dwyer-Building Permits Examiner. Thank You very much in helping to finalize this Building Permit Application. This Email PDF contains Your latest request. This Letter is to Certify that the Mini Split Units and any Mechanical Systems will be Installed at the Level Required by All Flood Zone Require ents. Sincerely, \SEERE O Ray Doner, Architect. "S P�MCND �.A cP,, 02481AO�� F NEW RAY DONER, ARCHITECT ARCHITECTURAL DESIGN INTERIOR DESIGN PLANNING$DEVELOPMENT RESIDENTIAL-COMMERCIAL-INDUSTRIAL 95 RICHMOND AVENUE S.AMITYVILLE, NEW YORK 11701 Phone/Fax: (631)691-1718 EMAIL:RDARCHITECT@YAHOO.COM March 12, 2022 Southold Building Department 54375 Route 25 Southold,New York 11971 RE: CERTIFICATION of GENERAL CONSTRUCTION KATONA Residence @ 330 Inlet Lane, Greeport. BUILDING PERMIT#46551 To whom it may concern: This is to Certify that I, Raymond Doner, Architect, have been retained by Kath Katona and do hereby Certify to the Southold Building Department that All Rough Plumbing, Insulation and Air Sealing Caulking as Depicted on My Approved Architectural Drawings was Installed as Per Plans and Meets All Applicable Building Construction Codes and R Values. I acknowledge that the Southold Building Department is relying on this Affidavit to issue a Certificate of Occupancy for the above Referenced Construction. Sincerely, y,�ERED Ray Doner, Architect. ' y�pNO p0 'sib, �Ca A ,.•.,,,. irk 4 8�dQ� O SPE RAY DONER,ARCHITECT ARCHITECTURAL DESIGN INTERIOR DESIGN PLANNING&DEVELOPMENT RESIDENTIAL-COMMERCIAL-INDUSTRIAL 95 RICHMOND AVENUE S.AMITYVILLE, NEW YORK 11701 Phone/Fax: (631)6914718 EMAIL:RDARCHITECT@YAHOO.COM August 14, 2021 Town of Southold Building Department Annex Building 54375 Rte. 25 Southold,New York 11971 RE: CERTIFICATION of INSTALLED FOUNDATION SYSTEM KATONA RESIDENCE;;@ 330 Inlet Lane, Greenport. BUILDING PERMIT NO: 46551 To Whom it May Concern: This Letter is to Certify that the Foundation System and Waterproofing as Depicted on My Architectural Drawings was Installed as per My Approved Architectural Drawings and Meets All Applicable Building Construction Codes. I Acknowledge that the Southold Building Department is relying on this Affidavit to issue a Final Certificate of Occupancy for the above C struction. Sincerely, Ray Doner, Architect �� ' � N® 4 �i�' 2F 9 hLLf. 1 a, �9JF2° 02..4 Q�- �F NEW y0 •s AO c A'S :e a a „ Y 4 i 1 � f� y - y r .f ; s�h • s w i Y {{ rS S } � z t p .r l All k I` '` M AY 2 4 2022 _ ark; �� rr � r �: �� _�� . �i' �� - 1 ' • t ! f:: F�' - ' i�1:'��}� .a is *tom- � '"moi.- �`- JW 1 1 f • • COMMENTS , FOUNDATION INSULATIONROUGH FRAMING& ENERGYSTATE • 1 ,° ► rZ e -1 s MIN 'A, 111,1111 _ I t AIDDRITIONAL COMMENTS • I ��r TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.sotitholdtownny.gov •f• Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. %�✓� Building Inspector: NOV - 2 2020 Appllcataons and forms Ori be filled out In their entrrety Incomplete appl�cationswi(I oot be accepted Where the Applicant�s not the owner,an ry _ q ®wner's Authonzat>on form(Page 2j shall be completed Date: . 01120 _ - �OWNER(S)_OF-PROPERTY- _ - Name: �� _� TO 4 onA - .�.Fc-T�#1000-_4 __ fi Physical Address:_,__s:.__.._-. _.__3.2.7__.__ ��1 N ol.._._.-_.E.__________. Phone#: 20/ 4/7- 05(05 Email: 4 Q L� _evAl Mailing Address: g� ,'a � �- `__ (✓li T EA IV T ®7666 CONTACT PElt50N, �, zY �= ` Name: _/q D f/ / O f0yG:_.._- Na_.__ - - Mailing Address: Phone#: q(7 892-_375 8 _ _ Email: .._ 14pIV— 85A) ( / CI-2) /-rSA). CO ®ESIGIU:PROFESSIONAL 16VFORnlIAT10N Name: Mailing Address: �S_...... iCrf RO AJ /� b(LI k1l7-Y VLLQ iV '� h70_.w Phone#: CG ^Jl '�l�- (7(9 Email: E .2Cff/ TL'�I_��'/9�} C0 ..CONTRACTOR INFORMATION; Name: -- cv Bws C-0NST9UCI t©/V CO P P Mailing Address: _... -7CJ _l_L/'1 � .1�U�- �E �[7�fC c..sIL �y 120/Phone#: C,L6 �.(� �Zb® Email: N4/UC'& r/L(f��L, �'f -! DESCRIPTION OF PROPOSED CONSTRlIGT10R1 N ❑New Structure dditionIteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ O®o Will the lot be re-graded? ❑Yes No Will excess fill be removed from premis ? pYes WNo o t� 1 ,PROIPERTY.1N PIRMATIOW Existing use of property: Q(Q C/L, (\O— do-cuh' f Intended use of property: -Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 0 this property? E]Yes ZNo IF YES, PROVIDE A COPY. -W st wainage an issues asptoivioed. V:Check d-i6ini'miritdir tor, 4Ii-'4'ihe1q!Air1 0de-APPUCATION IS HEREBY MADE to-tife'BiAldirig Department forthe u_ � - - " ' ' ' Bsuafied'df a-Bjildnj Permit' kni't-purs-u ant`t`o the6 Buldjnvgs Ordinance of the Town-of ;q�n-e- :n, iiewVork-and-other ap IicabIdLas,'0rdinafiCes,orlegulatlons,_forthe cUitri�bno 6uildnii" idditiini,.a6;aiions,pTor removqfvr�effiol�i�6�i�t�reindeiiribed.Th�i�pl6ntikte�io ilitablela s,ordinances,buddingWdei- ho6sinj codi?ari iojulghins aqd to admit aui6oiized inspectors ors on-ppeoisesIn�6,1�n ?�neqessayiq�pqFtignsFa se statements are- A.ksdemeanoi.',0ursui4 ioSection 416.45-ofl-fie New.york State Penil.61k�' X Application Submitted By(print name): L0 N IV P_ E!(Authorized Agent DOwner Signature of Applicant: A—ed_� ------- Date: (012'01A ___ STATE OF NEW YORK) COUNTY OF SLkia . I Li �301N foL being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the coc,&1/0 C ✓ (Contractor,A4ent,torporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 Notary Public Monika Majewski NOTARY PUBLIC,STATE OF NEW YO IL PROPERTY OWNER AUTHORIZATION Registration No.0 1 M A6392440 Qualified in Suffolk County Conuolssion Expires 05129/2023 (Where the applicant is not the owner) FMI C6 THY (E/� _/0 A)A residing at ?2Z7 MNDIcLJN b/q tfl/F . TrA N E-ct I K)j do hereby authorize toapply on my behalf to the Town of Southold Building Department for approval as described herein. 0 Owner's Signature Date .Print Owner's Name 2 �� S° ��.. _N'^�.,,r <�..�� .. .w` x�� A#_$s :GS'�T�a /£.�T•-� . - '`aR t�i.kV "$h �f +�{- ' ,1��. ,,,: . -y'``am• "°-<'.'`A� ,j.,,,� - -:... •�,�N,, ': 's;� •h;'•P,�' ' F'•'x ��- ��. „� ' �' t '« �+°s',a�== '?� v. ^ a,.t_73�»'-`�°:.7i,d .,^°.s,...«��' �{a,°c�-�?3.f %Zw�.l.""vN>.�u�' °rC�<��'Z.T,2�'St��Sv'S•k'.2'�- '�.^b'�'.:�.�. `.'�.''„ . w� ® BOARD OF SOU.THOLD TOWN TRUSTEES r SOUTHOLD,NEW YORK z ' PERMIT NO.9704 DATE: SEPTEMIIER 16.2020 ISSUED TO: KATHY KATONA PROPERTY ADDRESS: 330 INLET LANE,GREENPORT Q SCTM#1000-43-5-3 r. R AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in t 'p accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 16, 2020, .; r y4 and in consideration of application fee in the sum of$250.00 paid by Kathy Katona and subject to the Terms " ( and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: l. A ° Wetland Permit for proposed one and two story additions to existing dwelling; proposed > +°�d 14'x38.5' for addition of 539sq.ft.to first floor; proposed 72sq.ft.to second floor for a covered porch; and for a'proposed 125sq.ft.extension of rear deck; and as depicted on the site plan prepared by Ray Doner,Architect,received on September 14,2020 and stamped approved on I .xA �I � P PP ( a.. 0 September 16,2020. f , }" IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, t" and these resents to be subscribed b a majority of the said Board as of the 16`i'da of September,2020. mew =j P Y j tY y p a rb . '� � +'►r I ' z t'�a IIIA , i , �.5 fr:f ,.+:'". v ,..,� � � ":•av-sirr�4i#..�:Y�fiS't�i��"��:�<Ztif3ua'iSu'�'�'fid".#w.;....,"`✓Tr'G' :.w'��.' - � ,, °*,'n4., zy *'�'"L .� -fie ^` s $'�•• '� 41 °° %,,.r _ t+,�a.,®d� F �..s <h+a% 46&51 Glenn Goldsmith,President Soill Town Hall Annex -- A.Nicholas Krupski,Vice President r�� 54375 Route 25p.0. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Elizabeth Peeples Telephone(631) 765-1892 Fax(631) 765-6641 O C©UINTI BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1914C Date: May 2, 2022 THIS CERTIFIES that the proposed one and two story additions to existin j4 dwelling; proposed-14'x38.5' for addition of 539sq ft to:first floor,•proposed 72sq ft to second floor for a covered porch,and for a proposed 125s :ft. extension of rear deck; At 330 Inlet Lane, Greenport Suffolk County Tax Map#1000-43=5-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March•3,,2020 pursuant to which Trustees Wetland Permit#9704 Dated September 16,2020,,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the proposed one and two story additioris to existing dweIlina:proposed I4108.5' for addition of 539sq,ft to first floor• proposed 72sq ft to second floor for a covered porch• and-for a proposed 125sq ft extension.of rear deck. The certificate is iss o Kathv Katona owner of the aforesaid property. Authorized Signature LJ Ls U MAY 2 4 2022 3�.,t f�i 01~j�'IxTfi�--Ityl NEW YORK STA'rE D EEPAR'T:NIENT OF ENVIRONMENTAL CONSERVATION Facility DEC 11) 1-4738-04763 PERMIT :..........:.__._.._.......__.._... ._..__._Under.th;cjEitvironmentalConservation.Law ; Peranittee and:Faexlity Information- Permit Issued To: :Facility: KATHY KATONA_: �:KATONA PROPERTY 327 VANDELINDA.AVE ,:J30INI;ETLN11000-43-5-3 & 17 TEA1LTECK,NJ 07666 :::..; ':_::` '.``GREF,NP.ORT,.NY 11944 Facility Application-Contact. .. MONIKA MAJEWSKI _r 30 STALLER DR EAST.QUOGUE,NY:11942 Facility Location: in SO.Uift& :`in SUIF+OI;K:,CO.I7NTY Facility PHnctpal Reference Point:.NYTVM-':.•722:432:. NYTM-N: 4554.2& llatitnde 4-1°Q6`33i7".'L6ngitude: 72°21'03.4" Project Location: :.G:ull,Ppzid", .,iet•&..Gardiners`Bav: Authorized Activity: Construct additions to and new accessorystructures for existing single family wellings in the Tidal Wetland Adjaceni_Afea'.-AII.;work'shall-.be done in accordance with the plans prepared by RaymondDoner;,last.revised 6S/1`5%2020, and stamped`NYSDEC Approved' on 23 2020:.KLL (DEI' S,20,:1=.09= Permit Authorizations Tidal Wetlands- Under Article 25 Permit ID 1-4738-04763/00001: New Penni,t Effe6 i =e:Date:1:0/23%2020 Expiration Date: 10/22/2025 lti'YSDE`C Approval . By acceptance of this permit,'the perinitteeagrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations,and-all conditions included as part of this permit. Permit Administrator:LAURA F STAR,Deputy Permit Administrator Address: NYSDE'CRegi6n4 Headquarters Sli"�TY Stony J3rookSO Circle Rd Stony Brook,NY 11790 =3409: Authorized Signature: . _ Date V-2.1 Page 1 of 6 NEIL' YORK S1 ATE DEPARTMENT OI' ENVIRONMENTAL CONSERVATION E acuity DEC ID 1-4738-04763 Distribution List`: MO.\. IKA 3MAJEWSKI Bureau of N%larine-Habitat Protection Wildlife .File . �'errtiit��ari�onents . NATRAI.RESOURCE PERMIT.C:ONDITIO�TS GENTERA .-CONDITIONS;"APPLY TO Aj I;-AUTHCORIZEI�PF°R�IITS NO.TIFICATIO.N OF OTHER.PER1y1ITTLE.OB::LIGATIONS N r�`I'�1I AI, i S+�URC FERM1T`C:0NIT16 NSApply to.the Following :Nr TIDAL VVETI:ALDS 1. Regulated ActNitics!iuthorize'd By ThisPeriinat"This:permit authorizes only those regulated activities 1.structures identified_under.the secti in:Deseiiption of Authorized..Activity: ltiTYSDEC does not issue after-the4kt:or-as-built permits Tl- permit does iiot authorize activities;or.legitimize the existence.of structures,which woul.d.have repaired a permit butfor which no permit:or other authorization:has been-graiited_NYSDEC. - ::. 2. Conf6rma*nceWith Plaiis. All activities authorized by,this'.permit must be in strict conformance rvifh the approved plans submitted b5y t appltcarit;or applicant's went as part of the permit application. Such appt owed plans:Nvere prepared by Ra}!mond boner; last revised.0511512020. 3. Notice of Commencement At least 48,hours prior.to c6 of the project,the permittee and contractor shall.sign and return the top:portion.of the-enclosed notification form certifying that they are fully aware of and understand allterms and conditions of this permit. Withii130 days of completion of project;the bottom portion of the form must.alsobe signed and returned,.along with photographs of the completed work. 4. Post Permit Sign The permit sign enclosed witli:this pein'it;sliall be posted in a conspicuous location:on the worksite'aiid adequately protected from the weather. 5. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds:tor an order to immediately cease the permitted activity at the project site: 6. No Disturbance to Vegetated Tidal 'Wetlands There shall be no disturbance to vegetated tidal -,N etlands or protected buffer areas as a result ol the permitted activities! Pale 2 of 6 NEM YORK1' E\VERO\:tilt+.1'1'A1,C O\'s}:Rl'A'I I01 Facility llGC EI).1-47'38-04763 7. No Work Winda-t . l`he proposed project,is wzthzn-500 feet of.pptentialldocurnented piping plover and.Least tern nesting area. Pcir.the duration,of the.permit no work shall be conducted from April I st through August 31 st: A. Storage of The storage of construction equipment and materials shall be confined within the project work area andlo.r:;ipland areas greater than 75 linear feet from.the;tidal. . wetland boundary: 9. Contai.n Rxp6sed;:Stoelcpil d; ails X111 disttirlaOd areas.inhere:soil will be temporarily exposed or . stockpiled for longer than 4'8louxs shad be contained by:a:continuous line of staked-havbales/silt curtains (or other NYSDEC.approved devices)`placed ori the seaward side between-the fill and the Wetland or protected buffer area... Tarps areduthori:ed`to supplement these approved methods. 10. Area of D Wrbance for,Structuires. T isturbm-ice t0 the naturalvegetation or topography greater than 25 feet seaward©ftlie:approve structure:is. 'r i: ited., 11. Straw.Bales or`Oth�r if Tidal Wetland .A row cif staked.straw bales or approvalile.erosion control.devices shall.be:placed at the,landwaid edge o--the.] uffer area or..75.linear. feet from the tidal wetland boundary; or as per the.�TYSDEC'=app t ed plan,prior to comm.encement.of anv regulated activities and remain iri.place and in good, functional con<Iatton.until.the project is completed and.all disturbed areas are stabilized i ith�regefaticiri: '; ; 12. ."Accessor Structu es Miist.Be At Leasf 75,Feet lLanilwaird Of The wetland Bounda-ry This permit-author zes the construction.of new accessory:.structures located in the adjacent area at the prescribed iniiiirrit�iii seiback only..Stzuctures`locatea in tidal"wTetlan.ds,or structures in-the adjacent area but Located less than 75.feet fram.the wetland boiii dart';aie`iiot,acithorizeci: 13. Develop heft'Restrictions New accessory stI'ucture.'constz•.uetion projects authorized by this permit must iiieet.all of the applicable c evelopment.restrictions.of:6.NYM Part 661.6(a)(1), (4)-and (7): - The 7:5 foot rii.inirrium we flan' ner t for all'principal structures and all non-water- dependent structures exceeding`100 scjuare feet in ,Th.e.20%:maxim.un1 adjacent area coverage linzitatinn,for iriipervious structures and surfaces. -The 75 foot minimum wetland setback requirement for all hard surface driveways,roads..parkiri.g areas and similar impervious stirfaces exceedirig:S00:square feet in area.<< ld. Roof ltuiiof#'Directed to wells Roof runoff shall be directed to drvwells with the capacity to store I recharge the runoff from a 2"inch/-24 hours"precipitation event. All drywells shall be.located a minimum of 75 feet landwardof-th.e tidal wetland boundary:. Irl. Clean Fill Only Allfill shall consist of clean sand,gravel, or soil (not asphalt, slag, flyash,broken concrete or demolition debris). 16. leo Changes to Septic System This permit does not authorize any alteration; expansion or replacement of existing septic systems" Patye 3 of 6 NEM YORKSTAIT 1)EPARTMEN'r oE?FNVIRONME\TAL.CONSERVATION Facility DEC 9E) 1-4738-047b3- 17. Concrete Leachate .Duriney construction,no N'!et or.fresh concrete or leachate shall be allowed to escape into any lyvetlands or�Vaters of- evv York State,nor shell washings from.ready-mixed concrete trucks; mixers;or other devices be allowed to enter any wetland or e=aters. Only watertight or waterproof forms shall be used. Vet cori&e'to shall not be poured to displace water within the form.s. is. oo Construction Debris-In 881etland"6rAdjacentiArea Any debris or excess material from construction of this'project shall be con-ipletely retii6ved-fr6inihe adjacent area(upland) and removed to an approved tiplaitd area for disposal..No debris_isperihittecl in wetlands and/or protected buffer areas. i9.'Vegetate All Disturbed areas The peritiittee shall rev'egetate.all exposed faces gild disturbed areas to prevent soil erosion prior:to.the project coiiipleticn:�r expiration*date of this permit, whichever comes first.. 20. State Not Liable frit Damage .The State bf'NTew Yoirk,shall in no case be liable for any damage or ,11j, nj ury to the sti•Licture or.��ork_herein:autllorized xihich iriay be.caused by or result from.future operations undertaken by the State for tlie:conservation.or im-provementof.iiavigation, or for other purposes, and no cl.aim'or:right.to:compensaiici shall•accrue:Fromariya'ireh`aai7ia'g e._ 21. Precautions Agai6tC6iiiafinati-6dof:Waters A11-neeessaiyprecautions shall be taken to prechid contamination of any w6timid or,waterway`by suspended,solids, sediments, fuels, solvents, lubricants, epoxy coatings;:paiits 'concrete, leacliate'or-.any gther environmentally deleterious materials associated,with the*project 22. State iV[ay idequire Site`.Restoration. If upon' e expiration or revocation of this permit,the. projecthereby'authorized has.not been coinpl.'ete&the applicant shall,without expense to the State,and to such extent and in such thrid and manner:as, the::Depart.menfof Environmental Conservation may lawfully require, remcive;all or any portion i Ftl e:uncoiripltted structure or fill and restore the site to its former condition, No claim,sha11 b'e made against the State of Nein York ori account of any such . removal or alteration. 23. State May Order Reiinoval or.Alte' ration:York If future operations by the State of New York require an alteration in_the pgs bort oC the 5tructui 6o' vl oik herein authorized, or if,in the opinion.of the Department of Environmental Conservation:it shalt cause.unreasonable obstruction to.the free-navigation of said waters or flood flows or endanger the,lealtli,,safety or welfare'of the people of the State, or cause loss or destructicin of the.natural resources:of the State.,ti1.e owner maybe ordered by the Department to remove or alter the structural-work,obstructions;or;haz6.s caused thereby without expense to the State, . and if,upon the"expiration or revo..cation:of this permit;file'structure, fill, excavation,or other- modification of thc.watercourse.hereby authorized:shall-not be completed,the owners, shall,without expense to the State,`and to.such extent anti;izi;siicl riine..and mariner as the Department cif .Environmental Conservation inay.rcquire, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and.flood capacity of the watercourse. No claim shall be made against the State of New York ori account of arty such'removal or alteration. Page 4 of 6 NEW YORK STATE DEA'ARTMEINT OF r\VIRO.N IEN TAL C'ON'SERVATION Faeiiity DEC4D 1-4738-04763 - s; GE NERAL �1J�ZTI®° Apply to ALL Authorize Permits: .i. Facility.Inspeetion.by The Dep artirient The petniitted site o< facility; including relevant records, is subject to inspection.afreasonable':hours and'inteivals.by an authorized representative of the Department , . of Environmental Conszrvation(tlie bepartnient) to.determine whether the permittee is complying with thispermit and the ECL. .Such representative may order the work suspended pursuant to ECL 71- 03 01 and SAPA.401{3):, The permittee shall.prm de aperson to accompany the,Depailment's representative during an inspection to the periilit area when requested by.fh Department. copy of this permit;including'1all refefeiiced.;ii aps,drawings arzd special.conditions, must be available for.inspection by the Depirtment"at:all times.attle project site or facility. Failure to produce a copy of . thc.permi.t upon regitest.by.'dDepartment reptesenfative is a violation.of this permit. z.' E�elaiiolzship of this Pexmit�to Other l)epartlnent Orders and Determinations Unless expressly rovided for by the Departm pent,;1SSLlanCe Of this pel2nit dOe$'not modify, supersede.or rescind any order. or determinatioll.tireviousl5%issued.by the.Depart: t or any of the terms,-conditions or requirements _. t contaiiied;in such.order.or'deterrninaticiri: 3. Applications For Perm t' enewals;lVloil<ifications ®r Transfers The permittee must submit a separate written application,fo t ie Department for`perrzut renewal,modification or.transfer of this. permit: Such app lic anon:must zrlclucle any foams or,supplemeinal information the Department requires. Any renewal;modification. transfer graiifed'.by the Department must be' in Writing. Submission of applications.for.permit reneTal modifieatiUn or transfer.are to be submitted to; Regional Pennt;Adiniriistrafor : NYSI)EC'Region;t.ltead . giia-te es -SUNYStonyBrocik(50 Circle Rd; StonyBro' —N 1:1790..-34,09_ ' 4.. Sublrlission'of ReneWal:A.pplicat i 'T'he'permittee.must stibmit a renewal application at least 30 days.before hermit expiration.;for tlie'Ptillowing permit authorizations: Tidal Wetlands. 5. Perna.it.VModificatfoils"Suspezisio�is:aiiil Y2evoeations by the Department 'I`he Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, susprision or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers. b. failure by the permitte-e:to comply with any terms or conditions of ilio pernit; c. exceeding the scope of the:project as described in the permit application; d. newly discovered material information or a material change in er:vironmental conditions,relevant technology or'applicable law or regulations since the issuance o-f the existing permit; Page 5 of 6 ;\EM YORK STA rE.DE.PA1;VF EN,r OF ENVIRO\WiNTAL CONSEIRVATION Faciiity DE.0 M I-4738-04763 e.- noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Laif or regulations of the Department related to the.permitted activity. 6.-.Permit Transfer.-Perib its.are transferrable'unless.slaecifically prohibited by statute,regulation or another permit.condition: .Applications.for,perniit,transfer should be submitted prior to actual trans:fer of ownership, w �TC�'TI1 :IC�A'TIiC�1�1 fl.1F' OTH E2.PE .�VIIT EE OBLIGATIONS Item A.•.Permittee.Acee pts Lega112esliorisibil ty:und Agrees to.Tndemniftcation The permittee;:eYeeptirig stafe`or federal agencies,;expre-ssly agrees to indernni.fy and hold harmless the . Departciient cif Environmental ConscfvaU6.n o..the State of New York, its representatives, employees, and agents:("UEC:") -for all cla.irtms, suits, actions, and-damages, to the-extent attributable tq.'the permiftee's acts or omissions in connection with the permittee's undertaking of activities in connection :.. ::. : with; or operation and zziaiiateiiariee.of'the facilityYor f'ac'ilities authorized by the permit whether in compliance or not in compliance with.the.terriis and'conditions of the permit. This indemnification does . not extend.to any claims, suits; actions,or.damages:to the extent attributable to DEC's own negligent.or intentional acts or omissions, o.r'fo any.claims;;suits;or actions.naming the DEC and arising under Article 78 of the:New York Civil'Fi'actice:Latins aid Rules orany citizen suit or civil rights.provision under federal or state laws. Item:B Permittee's.Cohtracfbrs to:Comply watli-Permt The permittee is':responsible'f or,infoiiiiirig.,its.iiidependeiit.contracto.rs,_employees, agents and assigns of their responsibility to'comply with this,permit;including all special conditions while acting as the . permittee's agent with respect to the perriittecl activities,and such persons.shall be subject to-the same sanctions for violations of the Env-ironiriental Conservation Law as Chose prescribed for thepermittee. Item.CrPermittee Respotisibie.:for, ()Main ng Otfier;itegiiired Permits. The permittee is.respoiisible for obtaining.any_otller;permits, approvals,lands, easements and rights-o-f.- way thatmaybe required to cah,y;out-the:ac,tivitie's that are authorized by.this permit. . Itemi D: No Ri ht`to Trespass•oi-:interfere with:-ltiparinn Rights This permit does not convey to the Perinittee any right to trespass upon.the lands or interfere with.the riparian rights of others.in order to perforin the permitted work-nor:does.it authorize the impairment of any rights, title. or interest in real or personal property:held or vested ill a person not a party to the Pell-nit. Page 6 of 6 S�fF01,� BUILDING DEPARTMENT-Electrical Inspector .TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 It �a0� Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # 5a) I Date dobcy, 2020 Customer Name Kajono, Electrician Name Trp-, lioe, Address 510 Tn1 + LN 6 rem Phone &Z I - a-1 =3 e-mail n_ ` a ccm e-mail bFfl cc,CO 1( I (G M1) Phone q I TI - 8 qa_ -7 License# ?AA-79 ME Size aoo A Phase 2 Overhead Underground X #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? ye Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This veriticatiovali faqkdays trom a date above. Authorized by -� BUILDING DEPARTMENT- Electrical Inspector C� " 5 ZQZO TOWN OF SOUTHOLD = Town Hall Annex - 54375 Main Road PO Box 1179 411, , Southold, New York 11971=0959 O elephone (631) 765-1802 - FAX (631) 765-9502 TO iarr@sioutholdtownny.gov.. seand southoldtownn ., ov APPLIWION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: Lz 2� Company:Name: ..- U- L r -- =C7 I G -TAI G Name: -, �, pI1_ApGJC1 License No_:��-- email: - 1 Ct O_ N- TC2IC.C Address: T .VC HbJ Y .IK .T01V ` hj y Phone No.: 3/ JOB. SITE INFORMATION (All Information Required) X. -Tom ( 7 Name: T J`( Address: ~3 o z'ivC. T.C.: N62G oZi Cross Street: H Iq N5ffT /4..1/- Phone 4UPhone No.: q( 8 2 Bldg.Perm it#: _ 9 ) email: (.(c1)A/_,86IV/T&RSN.0 0 Tax Map,District: 1000. Section: Block: Q 5 Lot:. BRIEF DESCRIPTION OF WORK (Please Print Clearly) C ,(/l C 7 ff C /}':&3, Z Y b012 - QUSt7-__C'Q 1`l_�.:i �U,_CTI.DSV - TJv2,�OS S Circle All That Apply: _ Is job ready for in YESNO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required.) Service Size 3 Ph Size: 700 .A #Mbters Old Meter##,.___ New Service " Fire Reconnect- Flood Reconnect-Service Reconnected Underground Overhead # Underground Laterals 1 2 H Fr Pole Work done on Service? N Additional Information; PAYMENT DUE-WITH APPLICATION ,C40 6) Request-for Inspection Form.xls UIL I G DEPARTMENT- Electrical Inspector L f TOWN OF SOUTHOLD AUG 1 9 Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 BU `G� e 'pal1one (631) 765-1802 - FAX (631) 765-9502 . � O rogerasouiholdtownny.aov - seand ansoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION - ELECTRICIAN INFORMATION. (All Information Required) Date: /� 2 Company. Name.: , -.�J A9 ECT 1 G' ':1'fvc. Name: S Ll License No.: 22-7%q : email: ,G (C -- e e-d-Ll& C72—IC. Phone No: �-- 2� :``7 ❑I request an email copy of Certificate of Compliance,. Address.: JOB SITE INFORMATION (All Information Required) .Name: T Address: N, : Cross Street: :�. Phone No 7:' S B .Permit#: email• Idg Tax:Map District: 100.0 : Section::. .: Block: Lot:0.3 BRIEF DESCRIPTION.OF:WORK,(Please.Print:Clearly) Check All That Apply: Is job ready for inspection?: DYES Q NO Q Rough In OFirial Do you need a Temp Certificate?: YES []NO Issued On: . . .. Temp information: (All information required)' Service Size 01 Ph 13 Ph Size; A # Meters. . Old Meter#, New Service Service Reconnect Underground_ .Overhead #Underground Laterals Q1. [:]2QH Frame QPole' Work done on'Service?) DY QN Additional Information: PAYMENT DUE WITH APPLICATION r6tA� Electrical Inspection Form 2020.xlsx PERMIT# « dress I Switches tv h VVJ Outlets G F1 s • 111 Surface So . Sconce t H H's�,� . . . .. UC Lts Fans : .,. -h Frid`g.. e., .,. HV1L. • Exhaust 1 Oven W/D Smokes D..W ' Mini: . :.'Carbon. .. . . Micro Generator:.: :..: Combo: . . Cooktop _.. :Tran s f eY� AC i' AH Hood Service Airtps ;Have.: Used` Sp ecial:.4 1 Comments: L_j Town Hall Annex §; ' Telephone(631)765-1802 54375 Main Road §` Fax(631)765-9502 P.0. Box 1179 Southold, NY 11971-0959 >` ; la , BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTI0N Date: _ 1 o/z6/2.0 Owner: . t'A ►N- Y r(; ?ONO Location of Property: 3 5 O 1 NLGrT G..l��,_...C�. G =J(_ O %_ Please take notice that the (check applicable line): New commercial or residential structure V' Addition to existing commercial oiefjjsidentia tructure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) _ Pre-engineered wood construction (PW) 'K Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Blame (person submitting this form): ._......... Capacity(check applicable line): ._ Owner Owner representative TrussReg15.docx Effective 111/2015 APPLICATION N ' PAGE. 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN! DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I: GENERAL PROVISIONS (APPLICANT to read and sign): I. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3_ If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspectioas required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE BEST OF MY KNONVLEDGE,TRUE AND ACCURATE. (APPLICANTS Sf 4ATURE) OTO Cls N A DATE SECTION 2• PROPOSED DE*LOPMENT(To be completed by APPLIC� NAME ADDRESS TELEP NE APPLICANT 30 SJV 1 C_A( -'11/ Z9(41-7—C96" — ' ^1-f 1cOVl1 BUILDER ENGINEER 'Do AJ C Rg 1 C l�1�1 (/ I-- X11U-6 h qI I7� PROlBCT LOCATION: To avoid delay in processing the application, please provide enou¢b information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. D5 1� o 1f S f FDP(93) APPLICATION' PAGE 2 Of 4 ---- DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTiVTTI' STRUCTURE_. TYPE' O New Structure Residential (1-4 Family) I�=ition ❑ Residential (More than 4 Family) dd rauon ❑ Non-residential (Floodprooftng? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition ❑ Manufactured (Mobile) Homc (la Mauu- O Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S 0 o B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) '❑ Watercourse Alteration (Including Dredging and Channel Modifica(ions) O Drainage Improvements.(Including Culvert Work) El Road, Street or Budge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or Ser System ❑ Other (Please Spect7y)�. After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3 FIAODPLAIN DETERMINATION fTo be completed by LOCAs. ADMINISTRATOR) The proposed development is.located on-FIRM Panel No. Dated The Proposed Development: ❑ Is�iQ'1:located in a Special Flood Hazard Area ,(Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMTI'IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) O Unavailable ❑ The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. DATE SIGNED APPLICATION PAGE 3 OF 4 SECTION 4• ADDITIONAL INFORMATION REOUiREQ fTo he completed by LOCAL ADMINISTRATOR)' The applicant must submit the documents checked below before the application ran be processed: O A site plan showing the location of all existing structures, water bodies, adjacent roads, lot d"rmensiom and proposed development. U Development plans, drawn to scale, and specifications,,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement), types of water resistant materials used below the[First floor,details of floodproofmg of utilities located below the first floor and details of enclosures below the First floor. Also O Subdivision or other development plans (If the subdivision'or other development exceeds 50 lots or S ac7cs, whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. 0 Top of new fill elevation Ft. NGVD (MSL). O Floodproofing protection level (non-residential only) FCNGVD (MSL). For Cr.,�S [IoUpioofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered cngineer that the proposed activity in a regulatory floodway will not result in an .increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other: SECTION 5 PERMIT DETERMINATION M be completed by LOCAL ADMiNISTRATORl I have determined that the proposed activity. A.O Is B.O Is not in conformance with,provisions of Local Law # , 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide- a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. APPLICATION a _ PAGE40F4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete l or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofng protection is Ft. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION !To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES O NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8• CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (O" ER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. L A) PERMIT DATE I= -- 1-op-T., �y OWNERS NAME AND ADDRESS: CHECK ONE: K Pr T rjy rr4 0&)4- ❑ NEW BUILDING 327 111J7E7LI Il - i ISTING BUILDING OVA ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19-, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93) RAY DONER,ARCHITECT ARCHITECTURAL DESIGN INTERIOR DESIGN PLANNING&DEVELOPMENT RESIDENTIAL•COMMERCIAL-INDUSTRIAL 95 RICHMOND AVENUE S.AMITYVILLE, NEW YORK 11701 Phone/Fax: (631)691-1718 EMAIL:RDARCHITECT@YAHOO.COM June 15, 2021 Southold Building Department 54375 Rte. 25 Southold,New York 11971 RE: Addition and Alteration to Residence of Kathy Katona 330 Inlet Lane, Greenport Section 43 Block 5 Lot 3 & 17 To Whom it May Concern: To the best of My Knowledge,Belief and Professional Judgment, the Addition(Construction)to this Residence is not a Substantial Improvement. I Acknowledge that the Southold Building Department is relying on this Affidavit to continue the Building Permit Issuance. Sincerely, � ''� vi Ray Doner, Architect. * --4 o Q248fl�`O�� F NEW JUN 1 7 2021 we i i RAY DONER,ARCHITECT ARCHITECTURAL DESIGN INTERIOR DESIGN PLANNING&DEVELOPMENT RESIDENTIAL-COMMERCIAL-INDUSTRIAL 95 RICHMOND AVENUE S.AMITYVILLE, NEW YORK 11701 Phone/Fax: (631)6914718 EMAIL:RDARCHITECT@YAHOO.COM December 4, 2020 Southold Building Department 54375 Rte. 25 Southold,New York 11971 r RE: Addition and Alteration to Residence of Kathy Katona @ 330 Inlet Lane, Greenport. Section 43 Block 5 Lot 17 & 3 ATTENTION: Damon Rallis Please see the Enclosed Copies of the Appraisal report by Peconic Appraisals, Inc. and the Construction Contract by Cubias Construction, Inc.. The Appraisal States the Existing Dwelling to be Valued at $478,774.00 and the Cost of the Addition (New Improvements)based on My Architectural Drawings to be Valued at $188,500.00. Therefore, this Criteria shows that the Improvement is Less than 50% of the Value of Said Residence allowing this Project to be considered Not a Substantial Improvement. Thank You for Your Consideration in this Matter. Sincerely, RED �. Ray Doner, Architect. '�MONp �F'pF 0 48��o�� IVEWN CUBIAS CONSTRUCTION INC INVOICE Date: 12/3/20 Project Title: 330 Inlet In, Greenport,NY 646 413-4604 Project Description: renovation cost quote Adkoninc@gmaii.com To: Kathy Katona Invoice Number: 67890 Description Quantity Uhit Price J'Cost Demolition of some inside walls as $7,000-004 , needed .............. ------------------------------••-•= --••--••• ---•-----------------=--------------------.-.-.. Rough framing of addition $35,000.00 : ........... ............................................. -------- ................. ......... ................ Roof covering/finish $6,000.00 1 .................... ......................... ....... ......... ......... -------- ------------------------- Windows $25,000.00 ........................................................ ----------------------------------------- ---------------- --- Exterior finish siding, exterior $10,000.00 : window trim ........................................................ ------------------------------------------------------------------- : Electrical rough-in(wiring,breakers, $9,000.00 and box) ............................................................................................................................. Plumbing (including tub, piping) $9,000.00 : ......................................................... ......................................... ......................... Heating and boiler, HVAC $18,000.00 : 4 ......................................................... --------- ....................... Insulation $11,000.00 :: .............................................. .................................................... ......................... Sheetrock(drywall) $6,000.00 ............... ........................................ ---------- --------s-------------------- -------- ................... Painting $4,000.00 ; ............................................................ ................ --------- ............................ Interior finish (trims, doors) $6'000.00 :� ..................1------------------------------------------------------------------------------------------------------- ElectdcaJ finish(fixtures, covers, $5,000-00 ! etc.) ...................... ........................... ................... ...................... ---------_--- ....... Plumbing finish(toilets, sinks, $6,000.00 : faucets) ....................................................... ----------- ---------- ---------- ------------------------ Cabinets,countertops(kitchen, $8,500.00 bath) :........................................................ ................... ............................................... Flooring (vinyl, tile, hardwood) $9,000.001 ........................................................ ...................... De scrip tion Quantity Unit Price Cost Appliances $6,000.00 : ........................................................ Ladscaping $8,000.00 Subtotal $188,500.00 : .........................................................I....................•................................................ Total $188,500.00 : Please feel free to call me with any questions. Sincerely yours, Adrian Konior 2 U.S. DEPARTMENT OF HOMELAND SECURITY JUS! 1 5 2022 OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2022 National Flood Insurance Program ELEVAT10N70,E>RTIF.1, MATTE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Kathy Katona A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 330 Inlet Lane City State ZIP Code Greenport New York 11944 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) S.C.T.M.#-1000-43-05-03&17 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) A5. Latitude/Longitude: Lat.41-06 Long.72-21 Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 'A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 4 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 34.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? ❑Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage 31.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State Town of Southold 360813 Suffolk New York B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 361403CO176 H 09-25-2009 AE 6&7 B10. Indicate the • ce of the B se Flood Elevation(BFE)data or base goddepthentere Item B9: FIS Pro le ❑x FIRM Community Determined ❑ Ot r/SouB11. Indicate eleva' atum used for BFE in Item B9: ❑ NG D 1 9Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CB therwise Protected Area(OPA)? ❑ Yes ❑ No Designation Date: ❑ CBRS ❑ OPA ' FEMA Form 086-0-33(12119) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 330 Inlet Lane City State ZIP Code Company NAIC Number Greenport New York 11944 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: GPS Vertical Datum:NAVD 88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace,or enclosure floor) 3.9 ❑x feet ❑ meters b) Top of the next higher floor 5.4 ❑x feet [] meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑meters d) Attached garage(top of slab) 7.6 x❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 10.7 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 5.5 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 7.6 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 5.5 ❑x feet ❑ meters structural support SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑No ❑Check here if attachments. Certifier's Name License Number Peter J.Mulzoff 050496 Title Owner P Company Name s; \, �<. °"� :rrP - PJM Land Surveying, PLLC �f Address 132 Clyde Street, Suite 16 fi 4 ,. •,`;`_' '<d'>S� City State ZIP Codes West Sayville New York 11796 Signature Date Telephone Ext. 06-14-2022 (631)563-0400 Copy all p es pf this Elev tion a ificate and all attachments for(1)community official,(2)insurance agenticompany,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) C2a.-Basement Floor C2b.-Crawl Space C2e.-A/C Condenser F.F. El. 11.4 Hot water Heater&Air Handler -El. 19.6 B9.-Dwelling Located in Zone AE(6) FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 330 Inlet Lane City State ZIP Code Company NAIC Number Greenport New York 11944 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken, "Front View"and'Rear View" and, if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. 7:777- i�7 �- C Photo One - Photo One Caption Front View Clear Photo One I: S - - Photo Two Photo Two Caption Rear View Clear Photo Two FEMA Form 086-0-33(12/19) Replaces all previous editions Form Page 5 of 6 9 Ilk File No.201124021 FWFS944TP PECONIC APPRAISALS,INC., Thomas G Padden Certified Appraiser 517 Sterling Place Greenport NY 11944 888-843-4141 Fax:866-728-7608 APPRAISAL REPORT To: Ms.Kathy Katona 327 Vandelinda Avenue Teaneck N107666 From: Thomas G.Padden Date: 12/01/2020 Date of Value: 11/24/2020 Re: The Appraisal of 330 Inlet Lane,Greenport NY 11944 SCTM#1000/43/5/17&3 Dear Ms.Katona: As requested,I have herein appraised the above noted property using an Appraisal Report format as provided by the Uniform Standards of Professional Appraisal Practice(USPAP),and The Columbia Society of Appraisers.This Appraisal Report is intended for use only by the client noted above. It values the subject based upon the sales comparison approach. The purpose of this appraisal is to estimate the market value of the property described in this appraisal report,as improved,in unencumbered fee simple title of ownership. This report is based on a physical analysis of the site and improvements,a location analysis of the neighborhood and town,and an economic analysis of the market for properties such as the subject. The value conclusions reported are as of the effective date stated in the body of the report and contingent upon the certification and limiting conditions attached. Final Conclusion of Value: The sales comparison approach is the only applicable valuation method for the subject property. The sales were selected and adjusted to the subject to estimate value. In conclusion,the final opinion of market value of the fee simple interest of the subject free and clear of financing, as of November 24,2020 is: ONE MILLION TWO HUNDRED FIFTY THOUSAND DOLLARS ($1,250,000) It has been a pleasure to assist you. Please do not hesitate to contact me or any of my staff if we can be of additional service to you. Pictures of the subject,comparables maps are provided in the addenda. Sincerely, l„ Form DCVR-"TOTAL°appraisal software by a la mode,inc.-1-800-ALAMODE Peconic Appraisals,Inc. r: RESIDENTIAL APPRAISAL REPORT FileNo.: 201124021FWFS944TP Property Address: 330 Inlet Ln City:Greenport State:NY Zip Code:11944 F County: Suffolk Legal Description: Dist 1000 Sect 43 Block5.Lot 17&3 U' Assessor's Parcel#: 1000-043-00-05-00-017-000&003-000 W Tax Year. 2020 R.E.Taxes:$7,039 Special Assessments:$0 Borrower if applicable): None Current Owner of Record: Kathy Katona Occupant X Owner Tenant Vacant Manufactured Housing rn Project Type: ❑ PUD El Condominium Cooperative Other(describe) HOA:$p Ej per year per month Market Area Name: Greenport Map Reference: 35004 Cercus Tract: 1702.02 The purpose of this appraisal is to develop an opinion of Market Value(as defined),or other type of value(describe) This report reflects the following value If not Current,see comments): Current the Inspection Date Is the Effective Date Retrospective Prospective Approaches developed for this appraisal: N Sates Comparison Approach X Cost Approach Income Approach See Reconciliation Comments and Scope of Work uJ Property Rights Appraised: Fee Simple Leasehold Leased Fee 0 Other describe S2 Intended Use: For establishing value for private financial purposes in a matter before Southold Town Building Department. rn Q Intended Users (by name ortype): Kathy Katona/Southold Town Clierit: Kathy Katona Address: 327 Vandelinda Ave Teaneck NJ 07666 Appraiser. Thomas G Padden Address: 517 Sterlinq PI Greenport.NY 119441234 Location: Urban ®Suburban Rural Predominant One-Unit Housing Present Land Use Change in Land Use Built up: Over 75% N 25-75% ❑Under 25% Occupancy PRICE AGE One-Unit 70% ®Not likely z Growth rate: ❑Rapid N Stable ❑Slow N Owner 95 $(000) (yrs) 2-4 Unit 0% ❑Likely* ❑In Process Property values: ❑Increasing ®Stable ❑Declining ❑Tenant 245 Low 0 Mufti-Un t 5% *To: e DemandAupply: ❑Shortage N In Balance ❑Over Supply N Vacant(0-5%) 2,650 High 250 Comm'I % U Marketing time: ❑Under 3 Mos. N 3-6 Mos. ❑Over 6 Mos. ❑Vacant(>5%) 573 Pred 90 0 enPubS 25% oMarket Area Boundaries,Description,and Market Conditions(including support forthe above characteristics and trends): Other from above pertains to public a: facilities,parks and other open spaces. The subject market boundaries are The Long Island Sound north,Greenport Harbor south, W Maple Lane is east and Albertsons Lane west. a r=' a 2 Dimensions: subject to survey Site Area: 22,216 sf Zoning Classification: R40 Description: Single-family residential 40000 sf minimum Zoning Compliance: ❑Legal N Legal nonconforming(grandfathered) ❑Illegal ❑No zoning Are CC&Rs applicable? ❑Yes N No ❑Unknown Have the documents been reviewed? ❑Yes ❑No Ground Rent(d applicable) $ / Highest&Best Use as improved: N Present use,or ❑Other use(explain) Actual Use as of Effective Date: Single-family residential Use as appraised in this report Single-Family Residential Z Summary of Highest&Best Use: Primary among the tests for highest and best use is legal permissibility. Since a single-family residence is the g only current legal use other than vacant which is a lower use,that is the highest and best use. F- a U Utilities Public Other Provlder/Description Off-she Improvements Type Public Private Topography Sloped to water W Electricity ® ❑ PSE&G Sheet Asphalt N El Size typical for area o Gas ❑ ® Bottle Curb/Guffer none ❑ ❑ shape Irregular H Water ® ❑ SCWA Sidewalk None ❑ ❑ Drainage Adequate Sanitary Sewer ❑ ® Septic Sheet Lights None ❑ ❑ view Residential Storm Sewer Town Alley None ❑ ❑ Other site elements: N Inside Lot ❑Comer Lot ❑Cul de Sac ❑Underground Utilities ❑Other(describe) FEMA Specl Flood Hazard Area N Yes ❑No FEMA Flood Zone AE FEMA Map# 36103C0176H FEMA Map Date 09/25/2009 Site Comments: Subject has a private community beach. see addendum.. General Description Exterior Description Foundation Basement ❑None Heating #of Units 1 ❑Acc.Unit Foundation Concrete Slab None Area Sq.Ft. 672 Type FA #of Stories 2 Exterior Walls Cedar Crawl Space None %Finished 0 Fuel Electric Type N Det. ❑AtL ❑ Roof Surface Asphalt Basement Full Ceiling none Design(Style) SaRBox Gutters&Dwnspts. Aluminum Sump Pump ❑None Walls none Cooling N Existing ❑Proposed ❑Und.Cons. Window Type Casement Dampness ❑None Floor none Central Cac w Actual Age(Yrs.) 37 StomVScreens No/Yes Settlement None Outside Entry Other Z Effective Age(Yrs.) 10 Infestation None Lu Interior Description Appliances Attic ®None Amenities Car Storage ❑None Floors Wood Refrigerator N Stairs ❑Fireplace(s)# 2 Woodstove(s)# 0 Garage #of cars ( 4 Tot.) Walls painted drywall Range/Oven N Drop Stair ❑Patio None Attach. 2 IL Trim/Finish painted wood Disposal ❑ Scuttle ❑Deck rear Detach. m Bath Floor Ceramic Dishwasher N Doorway ❑Porch Enclosed Oft.-In F Bath Wainscot Ceramic Fari/H00d N Floor ❑Fence None Carport LL 0 Doors Wood Microwave N Heated El Pool None Driveway 2 z Washer/Dryer HIFinished Surface G Finished area above grade contains: 6 Rooms 3 Bedrooms 2.0 Baths). 1,467 Square Feet of Gross living Area Above Grade a Additional features: Thermal windows X U w Describe the condition of the property(including physical,functional and external obsolescence): The subject is a two story saRbox style dwelling built circa 1983. It is in average condition. There are no signs of deferred maintenance and no major repairs are needed. The subject's interiors and exteriors are well maintained. There is excavation work ongoing in the sublect's front. A 60'+/-board walk leads to the subject's second deeded lot and to the beach front. Overall,the subject has good market appeal with its bay front location. fgRESIDENTIAL ForCapydght®2007 by a Is mode,inc.This form may be reproduced unmodified without wrdbm permission,however,a Is mode,inc.must be acknowledged and credited. -DForm GPRES2-"TOTAL°appraisal software by a la mode,inc.-1-800-ALAMODE 312007 RESIDENTIAL APPRAISAL REPORT File No.: 201124021FWFS944TP My research did H did not reveal arty prior sales or transfers of the subject property for the three years prior to the effective date of this appraisal. r Data Source($): GeoData/Assessor p 1st Prior Subject Sale/Transfer Analysis of salOBnsfer history and/or any current agreement of sale/listing: The prior sale(Liber 13033,Page 735)for vi Date: 09/24/2019 the subject was at market. There was an additional"zero'dollar transfer onl 1/05/2019 Katona to X Price: 1,250,000 Katona(Liber 13045 Page 451). LLSource(s): GeoData/Assessor z 2nd Prior Subject We/Transfer Date: Price: Source(s): SALES COMPARISON APPROACH TO VALUE if de eloped) The Sales Comparison Approach was not developed for this appraisal. FEATURE SUBJECT COMPARABLE SALE#1 COMPARABLE SALE#2 COMPARABLE SALE#3 Address 330 Inlet Ln 910 Maple Ln 330 Snug Harbor Rd 1655 Bay Shore Rd Green artNY 11944 Greenport,NY 11944 Greenport.NY 11944 Greenport,NY 11944 Proximity to Subject 0.54 miles-N 0.48 miles N 2.33 miles SW Sale Price $ $ 990,000 $ 1.265.000 $ 1,360,000 Sale Pdce/GLA $ /sq.fL$ 380.77/sq.fL $ 385.67/sq.fL $ 850.00/sq.fL Data Sources GeoData MLSLIBOR#3157545:DOM 31 MLSLIBOR#3225404:DOM 19 MLSLIBOR#3159115:DOM 36 Verification Sources Assessor Assessor Assessor Assessor VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION +-$Adjust. DESCRIPTION +-$Adjust DESCRIPTION +-$Adjust Sales or Financing ArmLth AnnLth Arml-th Concessions Unknown Unknown:O Cash Date of Sale/Time sale/contract date sl2/19:c09/19 s09/20:c07120 sl 1/19"c10/19 Rights Appraised Fee Simple Fee Simple Fee Simple Fee Simple Location Bayfrontlinlet CanalFront@ +49,00 CanalFront +63,00 Bayfrontlinlet Site 22,216 sf 13068 sf +183,000 12632 sf +192,000 16553 sf +113,000 View Bay View Canal View Canal View Bay View Design Style SaltBox Colonial Carre BeachHse Quality of Construction Avera a/Frame Avera a/F4Sq-fL E-49,000 Average/Frame Average/Frame Age 37 44 34 65 Condition Avera a Good Good -63 000 Excellent -136 000 Above G2de Toth) Bd"ns Baths Total Bd msTotal Bdrtns Baths Total Bdrms Baths Room Court 6 3 2.0 8 4 10 4 3.0 -20,00 6 2 3 -20,000 Gross Living Area 1,467 sq.f. 2,600 -113 000 3,280 s.it -181,000 1,600 sq-ft. -13,000 Basement&Finished Full Full Full Full Rooms Below Grade Unfinished Unfinished Unfinished Unfinished Functional Utility Adequate Adequate Adequate Limited 2Br Heating/Cooling HA/Cac HA/NoCac +5,00 HW/Cac HA/Cac Energy Efficient Items Adequate Adequate Adequate Adequate v Garage/Carport None 2 Car -20,000 1 Car -10,00 1 Car -10.00 p Porch/Patio/Deck Porch Deck Deck Patlo 0 Deck +10,00 Porch Deck I Fireplace 1 FP 1 FP 1 FP 1 FP ¢ IG Pool None None None None ZO Other Boardwalk Bulkhead/Dock -25,000 Bulkhead/Dock -25,000 None +25.00 Ln z Net Adjustment(Totaq + $ 28,000 + $ -34,000 + $ -41.00 Adjusted Sale Price Net 2.8Net 2.7^ Nit 3.0 w of Comparables 45.1 >$ 1,018,0001 44.6°$ 1 231 000 23.3°$ 1,319,000 Summary of Sales Comparison Approach see addendum.. rn Indicated Value by Sales Comparison Approach$ 1,250,000 CopyrighlO2007byalaMade,Inc.This farm may be reproduced unmoNfiedwithout written pemdssion,however,alamods,bmc.must beadmowledgedand credited. �RESI®Ef�TIRt Fort"GPRES2-'TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE 3/2007 RESIDENTIAL APPRAISAL REPORT FIeNo.: 201124021FWFS944TP COST APPROACH TO VALUE d developo 0 The Cost Approach was not developed for this appraisal. Provide adequate information for replication of the following cost figures and calculations. Support for the opinion of site value(summary of comparable land sales or other methods for estimating site value): Because of the lack of available vacant land sales in the area the appraiser used the abstraction method to form an opinion of site value. ESTIMATED ❑REPRODUCTION OR ®REPLACEMENT COST NEW OPINION OF SITE VALUE ---------------------------------=$ 800,000 V Source of cost data: Marshall Swift SwiftEstimator DWELLING 1,467 SOL @$ 291.25_---_$ 427,264 p Quality rating from cost service: Good Effective date of cost data: 12/20 Basement 672 Sq.R.@$ 35.00___-_$ 23,520 a Comments on Cost Approach(gross living area calculations,depreciation,etc.): Wood Deck 426 Sq.R.@$ 30.00----_$ 12,780 Q see data entry report for details Boardwalk 507 Sq.R.@$ 30.00_---_$ 15,210 Sq.R.@$ _$ o -_$ L) Garage/Carport Sq.Ft @$ _-_$ Total Estimate of Cost-New --_$ 478,774 Less Physical Functional atemal Depreciation 79,8121 =$( 79,812) Depreciated Cost of Improvements ------------------------=$ 398,962 "As-is"Value of Site Improvements ------------------------=$ 50,000 Estimated Remaining Economic Life(d required): 50 Years 1INDICATED VALUESYCOSTAPPROACH ------------------- _$ 1.248.962 = INCOME APPROACH TO VALUE if developed) ®The Income Approach was not developed for this appraisal. Q Estimated Monthly Market Rent$ X Gross Rent Multiplier =$ Indicated Value by Income Approach Summary of Income Approach(including support for market rent and GRM): CL IL a w O U Z_ PROJECT INFORMATION FOR PUDs if applicable) ❑The Subject is pad of a Planned Unit Development. Legal Name of Project 0 Describe common elements and recreational facilities: a Indicated Value by:Sales Comparison Approach$ 1,250,000 Cost Approach(if developed)$ 1,248,962 Income Approach(if developed)$ Final Reconciliation see addendum.. z O This appraisal is made®"as is", ❑ subject to completion per plans and specifications on the basis of a Hypothetical Condition that the improvements have been completed, ❑subject to the following repairs or alterations on the basis of a Hypothetical Condition that the repairs or alterations have been completed, ❑subject to z the following required inspection based on the Extraordinary Assumption that the condition or deficiency does not require aflemtion or repair. see addendum.. O U W ❑This report is also subject to other Hypothetical Conditions and/or Extraordinary Assumptions as specified in the allached addenda. Based on the degree of inspection of the subject property, as indicated below, defined Scope of Work, Statement of Assumptions and Limiting Conditions, and Appraiser's Certifications, my(our)Opinion of the Market Value (or other specified value type), as defined herein,of the real property that is the subject of this report is: $ 1,250,000 as of: 11/24/2020 which is the effective date of this appraisal. If indicated above,this Opinion of Value is subject to Hypothetical Conditions and/or Extraordinary Assumptions included in this report See attached addenda to A true and complete copy of this report contains 30 pages, including exhibits which are considered an integral part of the report, This appraisal report may not be w property understood without reference to the information contained in the complete report. 2 Attached Exhibits: c=i ®Scope of Work ®Limiting CondJCerti ications ®Narrative Addendum ®Photograph Addenda ®Sketch Addendum F ®Map Addenda ®Additional Sales ❑Cost Addendum ®Flood Addendum ❑Manuf.House Addendum a ❑Hypothetical Conditions ®Extraordinary Assumptions ❑ ❑ ❑ Client Contact Monika Maiewski Client Name: Kathy Katona E-Mail: mon benit msn.com Address: 327 Vandelinda Ave Teaneck NJ 07666 APPRAISER SUPERVISORY APPRAISER(if required) or CO-APPRAISER(if applicable) N W - NG-1 or Q Appraiser Thomas G Pa en Co- raiser Name: 6, Company: Peconic Appraisals Inc Company: rn Phone: (888)843-4141 Fax: (866)728-7608 Phone: Fax E-Mail: peconicappr(aifoptonline net E-Mail: Date of Report(Signature): 12/01/2020 Date of Report(Signature): License or Certification#: 45000044037 State: NY License or Certification#: State: Designation: CSA-R Designation: Expiration Date of License or Certification: 05/23/2022 Expiration Date of License or Certification: Inspection of Subject ®Interior&Exterior ❑Exterior Only ❑None Inspection of Subject ❑Interior&Exterior ❑Exterior Only ❑None Date of Inspection: 11/24/2020 1 Date of Inspection: RESIDENTIAL Copyright©2007 by a la made,inc.This form may be reproduced unmDffiied w thout wdcim nen permission,however,a la mode,inc.must be aowtedged and credited. Form GPRES2-°TOTAL°appraisal software by a la mode,inc.-1-800-ALAMODE 3/2007 ADDITIONAL COMPARABLE SALES File No.: 201124021FWFS944TP FEATURE SUBJECT COMPARABLE SALE# 4 COMPARABLE SALE# 5 COMPARABLE SALE# 6 Address 330 Inlet Ln 1240 Inlet Ln Greenport.NY 1194.4 Greenport.NY 11944 Pru>amityto Subject 0.18 miles N Sale Price $ $ 1,200,000 $ $ Sale Pdce/GLA $ /sq.fL$ 666.67/sq.ft $ /sq.ft. $ /sq.fL Data Source(s) GeoData MLSLIBOR#3037646 DOM 157 Verification Source(s) Assessor Assessor Assessor VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION +-$Adjust. DESCRIPTION +-$Adjust DESCRIPTION +(-)$Adjust. Sales or Financing AnnLth Concessions Cash Date of Sale/Time sale/contract date s01/19ro11118 Rights Appraised Fee Simple Fee Simple Location Ba ont/inlet Inlet +60.00 Site 22,216 sf 26136 sf -78.00 View Bay View Inlet View Design Style SaitBox ConternDorary Quality of Construction Average/Frame Average/Frame Age 37 43 Condition Averacie Avera e Above Grade Total Bdrms Baths Total Bdrms Baths Total Bdmm;T Balks Total I Bdiml Baths Room G nt 6 3 2.0 7 4 2 Gross Living Area 1,467 SOL 1.8o0 sq.fL -33,000 sq.fL sq.ft. Basement&Finished Full Full Rooms Below Grade Unfinished Unfinished Functional Utility Adequate Adequate Heating/Cooling HA/Cac HA/Cac Energy Efficient Items Adequate Adequate Garage/Carport None None Porch/Patio/Deck Porch Deck Deck +10.00 Fireplace 1 FP 1 FP IS Pool None None Other Boardwalk Dock/Bulkhead -25,C0 x U O Net Adjustment o + $ -66,000 + $ + $ aAdjusted Sale Price Net 5.5° Net 0.0 Net ° of Comparables 17.2°$ 1 134 000 0.0°$ 0 °$ p Summary of Sales Comparison Approach see addendum.. 0 a O U rn W J Q N Copoghm 2007 by a la mode,inc.This form may be reproduced unmodified without written pemdssion,however,a la mode,inc must be acknowledged and credited. O REST®ENTIAL Form GPRES2.(AC)-'TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE 3/2007 Assum tions Limiting Conditions & Scope of Work FileNo.: 201124021FWFS944TP Properly Address: 330 Inlet Ln CRS':Greenport State:NY Zip Code:11944 Client Kathy Katona Address: 327 Vandefinda Ave Teaneck NJ 07666 APpraiser. Thomas G Padden Address: 517 Sterlin PI Green ortNY 119441234 STATEMENT OF ASSUMPTIONS&LIMITING CONDITIONS -The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title to it The appraiser assumes that the title is good and marketable and,therefore,will not render any opinions about the title.The property is appraised on the basis of it being under responsible ownership. -The appraiser may have provided a sketch in the appraisal report to show approximate dimensions of the improvements,and any such sketch is included only to assist the reader of the report in visualizing the property and understanding the appraiser's determination of its size.Unless otherwise indicated,a Land Survey was not performed. -If so indicated,the appraiser has examined the available flood maps that are provided by the Federal Emergency Management Agency(or other data sources)and has noted in the appraisal report whether the subject site Is located in an identified Special Flood Hazard Area.Because the appraiser is not a surveyor,he or she makes no guarantees,express or implied,regarding this determination. -The appraiser will not give testimony or appear in court because he or she made an appraisal of the property in question,unless specific arrangements to do so have been made beforehand. -B the cost approach is included in this appraisal,the appraiser has estimated the value of the land in the cost approach at its highest and best use,and the improvements at their contributory value.These separate valuations of the land and improvements must not be used in conjunction with any other appraisal and are invalid If they are so used.Unless otherwise specifically indicated,the cost approach value is not an insurance value,and should not be used as such. -The appraiser has noted in the appraisal report any adverse conditions(including,but not limited to,needed repairs,depreciation,the presence of hazardous wastes,toxic substances,etc.)observed during the inspection of the subject property,or that he or she became aware of during the normal research involved in performing the appraisal.Unless otherwise stated in the appraisal report,the appraiser has no knowledge of any hidden or unapparent conditions of the property,or adverse environmental conditions(including,but not limited to,the presence of hazardous wastes,toxic substances,etc.)that would make the property more or less valuable,and has assumed that there are no such conditions and makes no guarantees or warranties,express or implied,regarding the condition of the property.The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist Because the appraiser is not an expert in the field of environmental hazards,the appraisal report must not be considered as an environmental assessment of the property. -The appraiser obtained the information,estimates,and opinions that were expressed in the appraisal report from sources that he or she considers to be reliable and believes them to be true and correct The appraiser does not assume responsibility for the accuracy of such items that were furnished by other parties. -The appraiser will not disclose the contents of the appraisal report except as provided for in the Uniform Standards of Professional Appraisal Practice,and any applicable federal,state or local laws, -If this appraisal is indicated as subject to satisfactory completion,repairs,or alterations,the appraiser has based his or her appraisal report and valuation conclusion on the assumption that completion of the improvements will be performed in a workmanlike manner. -An appraiser's client is the party(or parties)who engage an appraiser in a specific assignment Any other party acquiring this report from the client does not became a party to the appraiser-client relationship.Any persons receiving this appraisal report because of disclosure requirements applicable to the appraiser's client do not become intended users of this report unless specifically identified by the client at the time of the assignment -The appraiser's written consent and approval must be obtained before this appraisal report can be conveyed by anyone to the public,through advertising,public relations,news,sales,or by means of any other media,or by its inclusion in a private or public database. -An appraisal of real property is not a'home inspection'and should not be construed as such.As part of the valuation process,the appraiser performs a non-invasive visual inventory that is not intended to reveal defects or detrimental conditions that are not readily apparent The presence of such conditions or defects could adversely affect the appraiser's opinion of value.Clients with concerns about such potential negative factors are encouraged to engage the appropriate type of expert to investigate. The Scope of Work is the type and extent of research and analyses performed in an appraisal assignment that is required to produce credible assignment results,given the nature of the appraisal problem,the specific requirements of the intended user(s)and the intended use of the appraisal report.Reliance upon this report,regardless of how acquired,by any party or for any use,other than those specified in this report by the Appraiser,is prohibited.The Opinion of Value that is the conclusion of this report is credible only within the context of the Scope of Work, Effective Date,the Date of Report,the Intended User(s),the Intended Use,the stated Assumptions and Limiting Conditions,any Hypothetical Conditions and/or Extraordinary Assumptions,and the Type of Value,as defined herein.The appraiser,appraisal firm,and related parties assume no obligation,liability,or accountability,and will not be responsible for any unauthorized use of this report or its conclusions. Additional Comments(Scope of Work,Extraordinary Assumptions,Hypothetical Conditions,etc.): REST®EIVTIAL Form Copyright®2007 by a la mode,!no.This farm may be reproduced unmodified without written permission,however,a la made, must be acknowledged and credited. GPRES2AD-'TOTAL'appraisal software by a la mode,inc.-1-800-ALAMODE 3/2007 Certifications HeNo.: 201124021 FWFS944TP Property Address: 330 Inlet Ln City:Greenport State:NY &p Code:11944 Client Kathy Katona Address: 327 Vandelinda Ave Teaneck NJ 07666 Appraiser. Thomas G Padden Address:,517 Sterling PI Greenport,NY 119441234 APPRAISER'S CERTIFICATION certify that,to the best of my knowledge and belief: -The statements of fact contained in this report are true and correct -The credibility of this report,for the stated use by the stated user(s),of the reported analyses,opinions,and conclusions are limited only by the reported assumptions and limiting conditions,and are my personal,impartial,and unbiased professional analyses,opinions,and conclusions. -I have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. -Unless otherwise indicated,I have performed no services,as an appraiser or in any other capacity,regarding the property that is the subject of this report within the three-year period immediately preceding acceptance of this assignment -I have no bias with respect to the property that is the subject of this report or to the parties involved with this assignment -My engagement in this assignment was not contingent upon developing or reporting predetermined results. -My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client,the amount of the value opinion,the attainment of a stipulated result,or the occurrence of a subsequent event directly related to the intended use of this appraisal. -My analyses,opinions,and conclusions were developed,and this report has been prepared,in conformity with the Uniform Standards of Professional Appraisal Practice that were in effect at the time this report was prepared. -I did not base,either partially or completely,my analysis and/or the opinion of value in the appraisal report on the race,color,religion, sex,handicap,familial status,or national origin of either the prospective owners or occupants of the subject property,or of the present owners or occupants of the properties in the vicinity of the subject property. -Unless otherwise indicated,I have made a personal inspection of the property that is the subject of this report -Unless otherwise indicated,no one provided significant real property appraisal assistance to the person(s)signing this certification. Additional Certifications: r DEFINITION OF MARKET VALUE*: Market value means the most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale,the buyer and seller each acting prudently and knowledgeably,and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: 1.Buyer and seller are typically motivated; 2.Both parties are well informed or well advised and acting in what they consider their own best interests; 3.A reasonable time is allowed for exposure in the open market; 4.Payment is made in terms of cash in U.S.dollars or in terms of financial arrangements comparable thereto;and 5.The price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions granted by anyone associated with the sale. *This definition is from regulations published by federal regulatory agencies pursuant to Title XI of the Financial Institutions Reform,Recovery,and Enforcement Act(FIRREA)of 1989 between July 5,1990,and August 24,1990,by the Federal Reserve System (FRS),National Credit Union Administration(NCUA),Federal Deposit Insurance Corporation(FDIC),the Office of Thrift Supervision(OTS), and the Office of Comptroller of the Currency(OCC).This definition is also referenced in regulations jointly published by the OCC,OTS, FRS,and FDIC on June 7,1994,and in the Interagency Appraisal and Evaluation Guidelines,dated October 27,1994. Client Contact Monika Maiewski Client Name: Kathy Katona E-Mail: mon benit msn.com Address: 327 Vandelinda Ave,Teaneck NJ 07666 APPRAISER SUPERVISORY APPRAISER(if required) or CO-APPRAISER(if applicable) � Supervisory or a Appraiser Name: Thomas C Padden ppraiser Name: 6 Company: Peconic Appraisals,Inc. Company: v> Phone: (888)843-4141 Fax (866)728-7608 Phone: Fax E-Mail: peconicappr(o)optonline.net E-Mail: Date Report Signed: 12/01/2020 Date Report Signed: License or Certification#: 45000044037 State: NY License or Certification#: State: Designation: CSA-R Designation: Expiration Date of License or Certification: 05/23/2022 Expiration Date of License or Certification: Inspection of Subject: ®Intedor&Exterior ❑Bderior Only ❑None Inspection of Subject ❑Interior 8 Extedor ❑Exterior Only ❑None Date of Inspection: 11/24/2020 Date of Inspection: RESIDENTIAL 1,1101M©2007 by a la mode,inc.This tarn may be reproduced unmodified without written permission,however,a la mode,Inc.must be acknowledged and credited. Form GPRES2AD-'TOTAL'appraisal software by a la mode,inc.-1-800-ALAMODE 3/2007 Supplemental Addendum File No.201124021FWFS944TP Borrower Client None Property Address 330 Inlet Ln City Greenport County Suffolk State NY Zip Code 11944 Lender None Scope of the appraisal: "Appraisal Report;Prepared in Accordance with USPAP Standards Rule 2-2(a)"or"This report was prepared in accordance with the requirements of the Appraisal Report option of USPAP." "This report's intended user is the client. Its use is to evaluate the subject property for the client's private financial purposes. The report is made subject to the stated scope of work,appraisal purpose,reporting requirements of this appraisal report form and the definition of market value. The appraiser does not identify any other additional intended users." I have performed services,as an appraiser regarding the property that is the subject of this report within the three-year period immediately preceding acceptance of this assignment. It is not a home inspection report and it should not be relied upon to disclose conditions of the property. The client assigned the appraiser to perform a(n)exterior inspection/observation of the subject property. No consideration was given to any personal property throughout this report. The extent of the appraisers investigation included: (1)reviewing the legal description of the subject property; (2)conducting an inspection/observation of the property improvements and inspection/observation of the site unless otherwise stated in this report; (3)conducting an observation of the neighborhood and analysis of regional characteristics; (4)research of the listing service that may include,Geo Data,assessor records,Property Shark,Street Easy,MIS, RealQuest,and other published data sources and current listings(5)analysis of the selected comparable sales and listings and verification of the reported data;(6)consideration and analysis of the highest and best use of the subject property; (7)approaches to value were considered and used except where otherwise noted; (8)final reconciliation of the data to arrive at the estimated market value.Information regarding possible rental income and owner occupancy was obtained from the homeowner.No independent verification of this information is available through the normal course of business.MLS/broker photos may be used to better depict the dwellings at the time of the comparable sale or when the view is unavailable from the street.The actual photos are retained in the appraiser's work file. This assignment cannot proceed without making some general assumptions.However,these assumptions should not be taken lightly or as a matter-of-fact.If any of these assumptions are found to be inaccurate,the opinions and conclusions reached herein could be in error,and jeopardize the user.The appraiser is not an expert in these fields,however,each of these assumptions can be explored by other experts and professionals. The user should decide if these assumptions are acceptable.The appraiser is not an expert in the following fields and makes no guarantees,express or implied,regarding the topics of these assumptions.Unless otherwise stated,described,and considered in this report it is assumed: • that the property is in full compliance with all applicable federal,state,and local laws and regulations.The subject property is legally and physically suitable for occupancy and livability. • that all required licenses,permits,certificates of occupancy,consents,and other legislative or administrative authority from any local,state,or national government,or private entity or organization have been or can be obtained or renewed for any use on which the opinion of value is based.This includes the American Disabilities Act. • that the structure was properly designed and constructed.This means that each individual building component is reliable and has been properly installed and that no defects have occurred over time.This includes,but is not limited to,termite damage. • that all mechanical components are assumed to be in operable condition and are appropriate for the structure.All electrical and plumbing equipment is appropriate and in working order and the insulation is adequate. • If a survey was not provided to the appraiser,that public records are correct with respect to size and shape. Form TADD-'TOTAL"appraisal software by a la mode,Inc.-1-800-ALAMODE Supplemental Addendum File NO.201124021FWFS944TP Borrower Client None Property Address 330 Inlet Ln City Greenport County Suffolk State NY Zip Code 11944 Lender None • that the use of the land and improvements is confined within the boundaries or property lines of the property described and that there is no encroachment or trespass. • that there are no hazardous or toxic materials on,in,or near the property.The presence of substances such as,but not limited to,asbestos,urea formaldehyde foam insulation,radon,mold and other potentially hazardous or toxic materials would significantly affect the value opinion formed.The opinions and conclusions are predicated on the assumption that there • is no such material on,in,or near the property that would cause a loss in value. • that the title to the property is good and marketable.No responsibility is assumed for the legal description provided or for matters pertaining to legal or title considerations.And,that the property is free and clear of any liens or encumbrances. • that the property is under responsible ownership and competent management. Conditions of the Appraisal The client has engaged Peconic Appraisals,Inc.to formulate an opinion of market value for the subject property located at 330 Inlet Lane,Greenport New York as of November 24,2020,the date of inspection. The appraiser for the assignment is Thomas G.Padden,certified appraiser,license number NYS 45000044037 expiring on May 23,2022. The intended use is to establish an opinion of market value for the subject property as of the effective date for private financial purposes.The intended user is the client noted on page 1 of the appraisal form. i The subject property is located on the south and water side of Inlet Lane,in Greenport, in Southold Town,Suffolk County,New York. It is identified on Suffolk County Tax Maps as,District 900,Section 43,Block 5,Lot 17&3. The neighborhood boundaries are identified on page 1.of the attached appraisal form. The comparable sales used in the report are located within these boundaries.No sales,regardless of physical similarity to the subject were considered from outside this area. The comparable sales method is the only applicable valuation method for the subject property. The income approach which takes into account potential rental value for the subject was not used as properties like the subject are typically intended for owner occupancy rather than for rental purposes. Further,there is a lack of reliable rental data to use for analytical purposes. The cost approach is not reported. Estimates for depreciation for other than new or newer dwellings can vary widely minimizing the reliability of the cost approach. Ideally,the best comparisons to the subject are those properties that are single-family dwellings that sold most recently and that have similar characteristics to the subject. These include but are not limited to,similar waterfront,similar lot size,similar gross living(GLA)area,similar condition and that have other features similar to the subject. Unfortunately,properties that sold recently that have completely similar features to the subject are not available in the market based on research. Therefore,it was necessary to compare properties that are otherwise most similar to the subject among all of the sales that closed most recently from the effective date. Differences between the subject and the comparable sales were adjusted. Adjustments are based on the appraiser's knowledge and experience in the local market taking into account the cost to replace specific amenities as well as the relative desirability in the subject market. An explanation of the adjustments is noted below. The comparable sales are displayed in a grid in this report and are adjusted on a market basis for their significant dissimilarities. The net effect is to establish a range of adjusted sales prices from which the value opinion is established. The basis of the value opinion is made by the weight or influence given to the specific sales. An explanation of this is given in the reconciliation comments noted below. Highest and Best Use Primary among the tests for highest and best use is legal permissibility. Since a single-family dwelling is the only legal use,other than vacant which is a lower use,then that is the highest and best use. Further,since no other alternative use may be considered,an alternate use is not physically possible,not financially feasible and not most profitable. Form TADD-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Supplemental Addendum Hie NO.201124021 FWFS944TP Borrower Client None Property Address 330 Inlet Ln City Greenport County Suffolk State NY Zip Code 11944 Lender None Neighborhood Description The subject's neighborhood section is:Greenport Subject Location:A quiet residential neighborhood with minimal traffic School District:Greenport Township:Southold There are no limitations to access of the municipal services including police,fire and sanitation services,schools and shopping,transportation that adversely affect the subject's market. There are no economic factors that adversely affect the subject's market unless identified in the market conditions section of this report. Neighborhood-Market Conditions It should be noted that the global outbreak of the"novel coronavirus;'referred to as COVID-19,was officially declared a pandemic by the World Health Organization(WHO)on March 11,2020.It is currently unknown what direct or indirect effect,if any,this event may have on the national economy,local economy,or the market where the subject property is located.We note that this appraisal is effective as of the stated date of valuation. The appraiser makes no representation as to the effect of the subject property as a result of this event,or any event,subsequent to the effective date of this appraisal. (Including support for the above conclusions) Interest rates remain in the single digits and 30 year fixed mortgages are readily available to qualified buyers. Property value trends and marketing times are noted on page 1. The subject falls within the range of sales for this neighborhood and is considered an appropriate improvement for this area. Market value is defined as the most probable price which a property should bring in a competitive an open market under all conditions requisite to a fair sale,the buyer and seller,each acting prudently,knowledgeably and assuming the price is not affected by undue stimulus.Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby:(1)buyer and seller are typically motivated;(2)both parties are well informed or well advised,and each acting in what her or she considers his or her own best interest;(3)a reasonable time is allowed for exposure in the open market;(4) Payment is made in terms of cash in U.S.dollars or in terms of financial arrangements comparable thereto;and (5)the price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions*granted by anyone associated with the sale. USPAP defines exposure time as—The estimated length of time that the property interest being appraised would have been offered on the market prior to the hypothetical consummation of a sale at market value on the effective date of the appraisal.This means that in all assignments that use forms with the preprinted definition of market value as stated above,the appraiser must make a hypothetical condition that the property is being sold and report a reasonable exposure time,in the subject market,for the property to sell at the appraised value. To clarify the differences between exposure and marketing times: Exposure time is deemed to expire as of the effective date the appraisal-it examines the time frame leading up to the date of valuation,linking the value estimate to how long the property would have required exposure in order to sell at the estimated market value. Marketing time is deemed to start at the effective date of the appraisal,looking forward in time.It is a prediction of how long a property would require exposure to a competitive and open market in order to find a buyer,under either typical or prescribed circumstances. Overall,the exposure time for the subject at the appraised value is(90 to 180 days)based on market data derived from MLS and other research services. Form TADD-'TOTAL'appraisal software by a la mode,inc.-1-800-ALAMODE Supplemental Addendum He NO.201124021 FWFS944TP Borrower Client None Property Address 330 Inlet Ln City Greenport County Suffolk State NY Zip Code 11944 Lender None Site comments No apparent adverse easements or encroachments were noted at time of observation.Typical utility easements prevail.Site improvements and landscaping are typical for the area.The ratio of the estimated site value to the estimated market value falls within the typical range for competing or substitute properties in this sub-market of appeal. The subject is located in a suburban residential neighborhood.The use of on-site water,sanitary(cesspools), bottled gas and oil tanks is common in areas that do not have these utilities from the street.This is common for the area and generally has little effect upon marketing unless otherwise stated in this report. Non-conforming lots are common throughout the area and have little to no effect on marketing of properties that fall under this category. In recent years,many sectors that include subdivisions like the subject have been up zoned to restrict development for new large acre parcels placed for development. Often,agricultural parcels and large undeveloped parcels are in this category. This results in a situation where existing residentially zoned sub-divisions fall under the current site size minimum regulation like the subject. The subject lot was platted prior to the current zoning regulation. Therefore,it is considered pre-existing and non-conforming. Ordinarily,the government building department allows a structure to be replicated in the event of Fre and the like so long as the construction meets with current codes. However,the appraiser is not a zoning expert. For advice concerning this matter,it is recommended that a local attorney familiar with zoning matters be consulted if needed. The appraiser notes,the likelihood that properties built in environmentally sensitive areas such as the subject may not be rebuilt is minimal.Although the Building Department cannot state the subject may be rebuilt with certainty,practical experience dictates that existing properties are typically rebuilt when a disaster occurs. However,environmentally sensitive properties are subject to board review when a building application is made. Often,FEMA regulations are in play and the structures may have to be altered to be in compliance with current regulations.An example of this is where the foundation is raised three feet or greater. Nevertheless,these are matters beyond the scope of the appraiser's expertise. As previously stated,the client is advised to hire a local attorney familiar with these matters if needed. Condition of the Improvements The subject is a(2)story,Salt Box style dwelling in average comparative condition. There are no apparent required repairs based on exterior observation. Functional Limitations:None External Deficiencies:None Public sewers are not available in the area. This is common with no adverse effect on marketing. Sales Comparison Comments Adjustments are rounded to the nearest$1,000. Percent adjustments are approximate. Adjustments Selling Concessions None known,none adjusted Time Research reveals that the market is stable. No time adjustments are warranted. Location Sale#1,#2 and#4 have inferior canal/inlet front locations to the subject and warrant a market based+5%location adjustment. Form TADD-°TOTAL°appraisal software by a la mode,inc.-1-800-ALAMODE Supplemental Addendum File NO.201124021FWFS944TP Borrower Client None Property Address 330 Inlet Ln City Greenport County Suffolk State NY Zip Code 11944 Lender None Site Buyers in the market are attracted to dwellings based on the their capacity to fulfill a desirable housing need. The dwelling choices that are offered will often include properties that have varying contributory site values yet have dwellings that are similar to the subject and are suitable alternatives for buyers. Research reveals that the typical price for building sites similar to the subject in the subject market is$800,000. This is determined through the use of the extraction method since there are very few comparable vacant land sales. For the purposes of this appraisal,the per-square foot price adjustment is estimated at$20.00 for differences exceeding 2,000 sf. This adjustment is derived through extraction. Design,Construction Quality,Age and Condition Condition rather than age is adjusted since dwellings are typically upgraded over time. Sale#1 and#2 are in superior condition to the subject and warrant a market based-5%condition adjustment each. Comp#3 is in renovated condition and warrants a market based-10%condition adjustment. Rooms,Bedrooms,Baths and(GLA)Gross Living Area. Differences in bath counts are adjusted at$20,000 and$10,000 for full and%baths respectively.GLA(Gross Living Area)for the subject is determined by physical observation. No extracted data could be derived from the market. So the adjustments are based on interviews with brokers as to what typical buyers are willing to pay extra or pay less for the presence or lack of bathrooms. Buyers in the market are attracted to dwellings based on the their capacity to fulfill a desirable housing need. The dwelling choices that are offered will often include properties that have varying contributory improvement values yet have GLA that are similar to the subject and are suitable alternatives for buyers. Research reveals that the median price per SF for GLA in the subject market is$326/SF. This is determined through local builder interviews since the cost services have unreliable data in the subject market. But because comparable dwellings fulfill a basic housing need similar to the subject,buyers are generally unwilling to pay the full price at cost per SF for differences in GLA as compared to the subject's GLA. For the purposes of this appraisal,the per-square foot price adjustment is estimated at$100 for differences of greater than 100 sf. This adjustment is derived from extraction. Functional Utility No functional utility adjustments are warranted. Lack of function is generally accounted for in GLA and or bath count adjustments. A functional adjustment is made when the condition severely affects the subject's sale ability adversely. Garage The adjustments for garages could not be extracted from the market because of lack of data. However,discussions with local brokers indicate that typical buyers will pay or deduct$10,000 per car for the presence or absence of a garage. Patios/Porches/Decks The adjustments for Patios/Porches/Decks could not be extracted from the market because of lack of data. However,discussions with local brokers indicate that typical buyers will pay or deduct $10,000 per unit for the presence or absence of these features in the subject sector of the market. Fireplaces The adjustments for Fireplaces could not be extracted from the market because of lack of data. However,discussions with local brokers indicate that typical buyers will pay or deduct$5,000 per unit for the presence or absence of these features in the subject sector of the market. Other Market Based Adjustments Bulkhead,Dock and boardwalk$25,000 Adjustment Summary Comments For the reasons noted above,the appraiser determined that the sales selected for this report,are in the appraiser's opinion,the best available and as adjusted for their significant dissimilarities,are deemed viable and representative of the subject's value.All sales are to be considered as part of the same market area and are reflective of the market values in the area.Data obtained in this report may be verified through the sources Form TADD-'TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Supplemental Addendum He NO.201124021 FWFS944TP Borrower Client None Property Address 330 Inlet Ln City Greenport County Suffolk State NY Zi Cade 11944 Lender None indicated and is assumed to be correct as reported from available records.All the comparable sales are closed or current listings to the best of the appraiser's knowledge. Data concerning the features of the comparable sales was derived from MLS or broker data when MLS is not present in the market. GeoData or PropertyShark (obtained from assessor)provides the GLA data,lot size and verifies the MLS where possible. Exterior observation confirms the data provided by the sources. Adjustments are rounded to the nearest least$1,000 where applicable. Final reconciliation The range of adjusted sale prices is from$1,018,000 to$1,319,000. The value opinion was selected from within the middle of this range at$1,250,000. The selected value of$1,250,000 is within the range of adjusted indicated values of the comparable sales and, based on research of available data,is consistent with the criteria of the Definition of Market Value as noted above. Signatures This appraisal report may incorporate digitally encrypted original signatures.The signatures are protected by a password,and cannot be added,deleted or changed by anyone other than those with authorized password access.As a result,this document should be construed as an original,signed document.The appraiser maintains sole control of affixing his or her signature to the report as required by USPAP and it is protected against unauthorized changes. Form TADD-'TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Assumptions, Limiting Conditions & Scope of Work HIM.: 201124021FWFS944TP Property Address: 330 Inlet Ln City:Greenport State:NY Zp Code:11944 Clierd: Kathy Katona Address: 327 Vandelinda Ave Teaneck NJ 07666 Appraiser. Thomas G Padden Address: 517 Sterling PI Greenport,NY 119441234 STATEMENT OF ASSUMPTIONS&LIMITING CONDITIONS -The appraiser will not be responsible for matters of a legal nature that affect either the property being appraised or the title to it.The appraiser assumes that the title is good and marketable and,therefore,will not render any opinions about the title.The property is appraised on the basis of it being under responsible ownership. -The appraiser may have provided a sketch in the appraisal report to show approximate dimensions of the improvements,and any such sketch is included only to assist the reader of the report in visualizing the property and understanding the appraiser's determination of its size. Unless otherwise indicated,a Land Survey was not performed. -If so indicated,the appraiser has examined the available flood maps that are provided by the Federal Emergency Management Agency for other data sources)and has noted in the appraisal report whether the subject site is located in an identified Special Flood Hazard Area.Because the appraiser is not a surveyor,he or she makes no guarantees,express or implied,regarding this determination. -The appraiser will not give testimony or appear in court because he or she made an appraisal of the property in question,unless specific arrangements to do so have been made beforehand. -If the cost approach is included in this appraisal,the appraiser has estimated the value of the land in the cost approach at its highest and best use,and the improvements at their contributory value.These separate valuations of the land and improvements must not be used in conjunction with any other appraisal and are invalid if they are so used.Unless otherwise specifically indicated,the cost approach value is not an insurance value,and should not be used as such. -The appraiser has noted in the appraisal report any adverse conditions(including,but not limited to,needed repairs,depreciation,the presence of hazardous wastes,toxic substances,etc.)observed during the inspection of the subject property,or that he or she became aware of during the normal research involved in performing the appraisal.Unless otherwise stated in the appraisal report,the appraiser has no knowledge of any hidden or unapparent conditions of the property,or adverse environmental conditions(including,but not limited to,the presence of hazardous wastes,toxic substances,etc.)that would make the property more or less valuable,and has assumed that there are no such conditions and makes no guarantees or warranties,express or implied,regarding the condition of the property.The appraiser will not be responsible for any such conditions that do exist or for any engineering or testing that might be required to discover whether such conditions exist Because the appraiser is not an expert in the field of environmental hazards,the appraisal report must not be considered as an environmental assessment of the property. -The appraiser obtained the information,estimates,and opinions that were expressed in the appraisal report from sources that he or she considers to be reliable and believes them to be true and correct.The appraiser does not assume responsibility for the accuracy of such items that were furnished by other parties. -The appraiser will not disclose the contents of the appraisal report except as provided for in the Uniform Standards of Professional Appraisal Practice,and any applicable federal,state or local laws. -If this appraisal is indicated as subject to satisfactory completion,repairs,or alterations,the appraiser has based his or her appraisal report and valuation conclusion on the assumption that completion of the improvements will be performed in a workmanlike manner. -An appraiser's client is the party(or parties)who engage an appraiser in a specific assignment.Any other party acquiring this report from the client does not become a party to the appraiser-client relationship.Any persons receiving this appraisal report because of disclosure requirements applicable to the appraiser's client do not become intended users of this report unless specifically identified by the client at the time of the assignment. -The appraiser's written consent and approval must be obtained before this appraisal report can be conveyed by anyone to the public, through advertising,public relations,news,sales,or by means of any other media,or by its inclusion in a private or public database. -An appraisal of real property is not a'home inspection'and should not be construed as such.As part of the valuation process,the appraiser performs a non-invasive visual inventory that is not intended to reveal defects or detrimental conditions that are not readily apparent.The presence of such conditions or defects could adversely affect the appraiser's opinion of value.Clients with concerns about such potential negative factors are encouraged to engage the appropriate type of expert to investigate. The Scope of Work is the type and extent of research and analyses performed in an appraisal assignment that is required to produce credible assignment results,given the nature of the appraisal problem,the specific requirements of the intended user(s)and the intended use of the appraisal report.Reliance upon this report,regardless of how acquired,by any party or for any use,other than those specified in this report by the Appraiser,is prohibited.The Opinion of Value that is the conclusion of this report is credible only within the context of the Scope of Work,Effective Date,the Date of Report,the Intended User(s),the Intended Use,the stated Assumptions and Limiting Conditions,any Hypothetical Conditions and/or Extraordinary Assumptions,and the Type of Value,as defined herein.The appraiser,appraisal firm,and related parties assume no obligation,liability,or accountability,and will not be responsible for any unauthorized use of this report or its conclusions. Additional Comments(Scope of Work,Extraordinary Assumptions,Hypothetical Conditions,etc.): m RESI D EIVTIAL Form Copyright@ 2007 by a la mode,inc.This form may be reproduced unmodified without wdtten pemdssion,however,a la mode,inc.must be acknowledged and credited. GPRES2AD-'TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE 3/2007 Certifications FgeNo.; 201124021FWFS944TP Property Address: 330 Inlet Ln City:Greenport State:NY Tip Code:11944 Client: Kathy Katona Address: 327 Vandelinda Ave Teaneck NJ 07666 Appraiser. Thomas G Padden Address: 517 Sterling PI Greenport,NY 119441234 APPRAISER'S CERTIFICATION I certify that,to the best of my knowledge and belief: -The statements of fact contained in this report are true and correct -The credibility of this report,for the stated use by the stated user(s),of the reported analyses,opinions,and conclusions are limited only by the reported assumptions and limiting conditions,and are my personal,impartial,and unbiased professional analyses,opinions,and conclusions. -I have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. -Unless otherwise indicated,I have performed no services,as an appraiser or in any other capacity,regarding the property that is the subject of this report within the three-year period immediately preceding acceptance of this assignment -I have no bias with respect to the property that is the subject of this report or to the parties involved with this assignment, -My engagement in this assignment was not confingent upon developing or reporting predetermined results. -My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client,the amount of the value opinion,the attainment of a stipulated result,or the occurrence of a subsequent event directly related to the intended use of this appraisal. -My analyses,opinions,and conclusions were developed,and this report has been prepared,in conformity with the Uniform Standards of Professional Appraisal Practice that were in effect at the time this report was prepared. -I did not base,either partially or completely,my analysis and/or the opinion of value in the appraisal report on the race,color,religion, sex,handicap,familial status,or national origin of either the prospective owners or occupants of the subject property,or of the present owners or occupants of the properties in the vicinity of the subject property. -Unless otherwise indicated,I have made a personal inspection of the property that is the subject of this report -Unless otherwise indicated,no one provided significant real property appraisal assistance to the person(s)signing this certification. Additional Certifications: DEFINITION OF MARKET VALUE*: Market value means the most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale,the buyer and seller each acting prudently and knowledgeably,and assuming the price is not affected by undue stimulus. Implicit in this definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: 1.Buyer and seller are typically motivated; 2.Both parties are well informed or well advised and acting in what they consider their own best interests; 3.A reasonable time is allowed for exposure in the open market; 4.Payment is made in terms of cash in U.S.dollars or in terms of financial arrangements comparable thereto;and 5.The price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions granted by anyone associated with the sale. *This definition is from regulations published by federal regulatory agencies pursuant to Tale XI of the Financial Institutions Reform,Recovery,and Enforcement Act(FIRREA)of 1989 between July 5,1990,and August 24,1990,by the Federal Reserve System (FRS),National Credit Union Administration(NCUA),Federal Deposit Insurance Corporation(FDIC),the Office of Thrift Supervision(OTS), and the Office of Comptroller of the Currency(OCC).This definition is also referenced in regulations jointly published by the OCC,OTS, FRS,and FDIC on June 7,1994,and in the Interagency Appraisal and Evaluation Guidelines,dated October 27,1994. Client Contact: Monika Maiewski Client Name: Kathy Katona E-Mail: mon benR msn.com Address: 327 Vandelinda Ave Teaneck NJ 07666 APPRAISER SUPERVISORY APPRAISER(if required) or CO-APPRAISER(if applicable) LU U) ©/s Supervisory or ¢,Appraiser Name: Thomas G Padden Co-Appraiser Name: cz Company: PeconicPeconic Appraisals,Inc. Company: w Phone: (888)843-4141 Fax (866)728-7608 Phone: Fax E-Mail: peconicaaar�optonline.net E-Mail: Date Report Signed: 12/01/2020 Date Report Signed: License or Certification#: 45000044037 State: NY License or Certification#: State: Designation: CSA-R Designation: Expiration Date of License or Certification: 05/23/2022 Expiration Date of License or Certification: Inspection of Subject: ®Interior&Exterior ❑Eiderior Only ❑None Inspection of Subject: ❑Interior&Exterior ❑Eiderior Only ❑None Date of Inspection: 11/24/2020 Date of Inspection: RESIDENTIAL®Ei�TIAL Copyright®2007 by ala mode,inc.This form may be reproduced unmodified without w bn pemdssion,however,ala mode,inc.must be acknowledged and credited. Form GPRES2AD-'TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE 3/2007 Peconic Appraisals,Inc. PRIVACY NOTICE Pursuant to the Gramm-Leach-Bliley Act of 1999, effective July 1, 2001, Appraisers, along with all providers of personal financial services are now required by federal law to inform their clients of the policies of the firm with regard to the privacy of client nonpublic personal Information. As professionals, we understand that your privacy is very important to you and are pleased to provide you with this information. Types of Nonpublic Personal Information We Collect In the course of performing appraisals,we may collect what is known as"nonpublic personal information"about you. This information is used to facilitate the services that we provide to you and may include the information provided to us by you directly or received by us from others with your authorization. Parties to Whom We Disclose Information We do not disclose any nonpublic personal information obtained in the course of our engagement with our clients to nonaffiliated third parties,except as necessary or as required by law. By way of example,a necessary disclosure would be to our employees,and in certain situations,to unrelated third party consultants who need to know that information to assist us in providing appraisal services to you. All of our employees and any third party consultants we employ are informed that any information they see as part of an appraisal assignment is to be maintained in strict confidence within the firm. A disclosure required by law would be a disclosure by us that is ordered by a court of competent jurisdiction with regard to a legal action to which you are a party. Confidentiality and Security We will retain records relating to professional services that we have provided to you for a reasonable time so that we are better able to assist you with your needs. In order to protect your nonpublic personal information from unauthorized access by third parties,we maintain physical,electronic and procedural safeguards that comply with our professional standards to insure the security and integrity of your information. Please feel free to call us any time if you have any questions about the confidentiality of the information that you provide to us. Form PRV-'TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Subject Photo Page Borrower Client None Property Address 330 Inlet Ln city Greenport County Suffolk State NY Zip Code 11944 Lender None Subject Front 330 Inlet Ln Sales Price G.L.A. 1,467 Tot Rooms 6 s a, Tot.Bednns. 3 1 t '> Tot Bathms. 2.0 Location Bayfront/inlet Yew Bay View Site 22,216 sf Ouality Average/Frame Age 37 t ' .f Subject Rear r i Subject Street N h.f-K Form PIC4X6.SR-'TOTAL"appraisal software by a la erode,inc.-1-800-ALAMODE Photograph 11 1 Borrower/Client Propeny Address 330 Inlet Ln co Greenport COuntY Suffolk state NY ZIPCOde 11944 Lender TW f • n1.. - s t e 3 s, f.. Y 1 1 appraM softwareby a la mode, :11 11 Interior Photos Borrower/Client None Property Address 330 Inlet Ln City Greenport County Suffolk State NY Zip Code 11944 Lender None R' pp if r kitchen v1 kitchen v2 kitchen v3 smoke detector water on bath bedroom electric air handler hot water living dining �S casement windows bedroom bath/laundry Form PICINT15-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Interior Photos Borrower Client None Property Address 330 Inlet Ln city Greenport County Suffolk State NY Zip Code 11944 Lender None r. z bedroom basement basement Form PICINT6-"TOTAL"appraisal software by a la mode.inc.-1-800-ALAMODE Photograph Addendum Borrower Client None Property Address 330 Inlet Ln City Greenport County Suffolk State NY Zip Code 11944 Lender None water front water view beach beach boardwalk side Form PICSIX2-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Photograph Addendum Borrower Client None Property Address 330 Inlet Ln City Greenport Caurdy Suffolk State NY Zip Code 11944 Lender None Y."fy g s s deck FA/vent Form PICSIX2-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Building Sketch Borrower Client None Property Address 330 Inlet Ln City Greenport Courcy Suffolk State NY Zip Code 11944 Lender None ; 1 1 j open uncov.deck j [426 Sq ft] i 1 � 1 a' 27.5' a' 1 V� —J 12.6' 12' Living Dining a' Bedroom Bedroom 4' First Floor N Second Floor w [832.75 Sq ft] [633.8 Sq ft] Kitchen Laundry Bath Bath mLBedroom 16' 28.6' m 15.5' 28' v Basement a N [672 Sq ft] 28' lora stmn M a u mase��. Ana Colcuiallona Sununery Living Am QkuWbn DNaiY First Floor 832.75 Sq It 8 x 2 = 16 30.5 x 15.5=472.75 12 x 12 = 144 16 x 12.5 = 200 Second Floor 633.8 Sq it 28.6 x 17 = 486.2 6 x 12.6 = 75.6 6 x 12 = 72 TOW Living Area(Rounded): 1467 Sq ft NWhitrlrg Ana open unoay.deck 426 Sq ft 12 x 35.5 = 426 Basement 672 Sq ft 28 x 24 = 672 Farm SKT.BLDSKI-'TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Comparable Photo Page Borrower Client None Property Address 330 Inlet Ln city Greenport County Suffolk Statc NY Zip Code 11944 Lender None Comparable 1 w 910 Maple Ln Prox.to Subject 0.54 miles N Sale Price 990,000 Gross Living Area 2,600 Total Rooms 8 Total Bedrooms 4 Total Bathrooms 2.1 Location CanalFront, View Canal View Site 13068 sf Quality Average/Frame Age 44 Comparable 2 330 Snug Harbor Rd Prox.to Subject 0.48 miles N .1. Sale Price 1,265,000 Gross Living Area 3,280 Total Rooms 10 ;. Total Bedrooms 4 1 •w Total Bathrooms 3.0 Location CanalFront; View Canal View Site 12632 sf Quality Average/Frame tt Age 34 '\ Comparable 3 1655 Bay Shore Rd Prox.to Subject 2.33 miles SVV Sale Price 1,360,000 Gross Living Area 1.600 Total Rooms 6 Total Bedrooms 2 Total Bathrooms 3 Location Bayfront/inlet View Bay View Site 16553 sf Quality Average/Frame Age 65 Form PICPIX CR-"TOTAL"appraisal software by a la mode,mc.-1-800-ALAMODE Comparable Photo Page Borrower Client None Property Address 330 Inlet Ln CAY Green ori CnuntY Suffolk State NY Zi Cade 11944 Lender None ` Comparable 4 { 1240 Inlet Ln Prox.to Subject 0.18 miles N Sale Price 1,200,000 Gross Living Area 1,800 Total Rooms 7 Total Bedrooms 4 Total Bathrooms 2 Location Inlet View Inlet View Site 26136 sf Quality Average/Frame Age 43 Comparable 5 Prox to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age Comparable 6 Prox to Subject Sale Price Gross Living Area Total Rooms Total Bedrooms Total Bathrooms Location View Site Quality Age Form PICPIX.CR-"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Location Map Borrower Client None Property Address 330 Inlet Ln City Greenport County Suffolk State NY Zip Code 11944 Lender None a la mode, incArl COMPARABLE No.1 910 Maple In COMPARABLE No.2 Greenport,NY 11944 Islands End 0.54 miles N 580 Wiggins In GO" Greenport,NY 11944 &Country LW y anon 0.54 miles NW Club as Stirling s, pb COMPARABLE No.3 330 Snug Harbor Rd P 2rM -Duerr Greenport,NY 11944 air SUBJECT 0.48 miles N 330 Inlet Ln Greenport,NY 11944 nron schooi Greenport Greenport Greenport Homes COMPARABLE No.5 1240 Inlet Ln 2s Greenport,NY 11944 0.18 miles N Cwt: COMPARABLE No.4 _ 1655 BaV Shore Rd Greenport,NY 11944 2.33 miles SW Shelter Island Heights Shelter 19a" :000}Nr 5U5 a Country S 2020 T—T—02020 HERE.S 202^.•M✓✓ f,C.,o .. $-Om 5stlOAn Eon MARLOC•"TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE Plat Map Borrower Client None PrWertY Address 330 Inlet Ln City Greenport Courtly Suffolk State NY Zip Code 11944 Lender None sef Ave ,� a Manhanset Ave :1 330 Inkt Ln OPA !_ I &each Rd _vj 1 f Form MAP.PLAT-'TOTAL"appraisal software by a la mode,inc.-1-800-ALAMODE . r :t t j; . rAOrEo F56m �, o 0 Flood Map Bonower Client None Property Address 330 Inlet Ln City Greenport COWtY Suffolk State NY Zip Code 11944 Lender None Prepared for Peconic Appr,!i-al, Ing InterFlood .130 Inlet I n Gieenpolii.NY 11944 a' � r av f� 4., Ito' R `ast, Norman E K14.,; Marr, p,a'I s P- ^`- Mas;data max__ MAP DATA MAP LEGEND �=uerco oy ConL,19:t FEMA Special Flood Hazard Area Yes Areas inundated by 500-year flooding Protected Areas Map Number 36103CO176H Zone AE Areas inundated by 100-year flooding ® Floodway Map Date September 25,2009 Velocity Hazard ! Subject Area FIFS 36103 Form MAP.FLOOD-'TOTAL'appraisal software by a la mode,inc.-1-800-ALAMODE Data Entry Report Borrower Client None Property Address 330 Inlet Ln City Greenport Courdy Suffolk Slate NY ZipCede 11944 Lender None Data Ent Report Marshall&Swift .�� '- � ry P SwiftEstimator Prooertv Address 330 Inlet Ln,Greenport,NY-11944 Reference#667452 Building Characteristics #.of Stories Two Story 100% Total Floor Area 1467 sq.fL M&S Quality 4.0(Good) lmorovements Foundation' Exterior' Baths` Crawlspace 100% Exterior Walls Frame,Siding 100% Full Baths 2 count Roofing Composition Shingle 100% HVAC Amenities Forced Air Furnace 100% Fireplaces Double 2-Story 1 count Refrigerated Air using Heating 100% Fireplace Ducts Porch/Deck/ Wood Deck 933 sq.ft. Breezeways Building Depreciation Age/Life(Straight Line) Effective Age 15 years Typical Life 60 years Adiustments Local Multiplier 2.50 Energy Adjustment Moderate Extreme Seismic Adjustment Zone2(Default) Architects Fee% 3.60(Default) Foundation Adjustment Moderate(Default) Wind Adjustment Wind Adjustment(Default) Report Date 12/2020 Hillside Adjustment Flat(Default) Story Height 8 ft(Default) Marshall&Swift's indicated value by cost approach can be verified at https://alamode.swiftestimator.com/AlamodeTotaWerify Verification Code:56600EBOC This report has been produced utilizing current cost data and is in compliance with the Marshall &Swift Licensed User Certificate. Farm SCNLGH-'TOTAL'appraisal software by a la mode,inc.-1-800-ALAMODE INLET -"- N 02055'00"E 75.00' ++.7 +£e +52 l _....... V4-_... - -•--52-- -- - ..----o4NYRON. 300.00' zGRAVELca ygggy DRIVEWAY OQ C �.p +43� 2 +5.7 I.�7� N,I.SS p p p4 ^, b I I p Q7),+43 4.� 4.8 • C 0 +SA SI f9 R *4A 7317 14' + 49> 4-1 S.7 1611 O' • ' T4G Lf.l�E+!' �j f x I + FF.-01.61 4.7 1 1 a. Ile : 17.8 TAXLOT 42+ 4,1+ Ann TAXLOT ' .4 ; 4A 42 2 39+ 444 _.` y '3.6+. - 3,6 W 02 A�%�Ia1l/E 0 3.6+. 3A+ 3.6 C N O� TJDAL WETLANDS LINE �M AS LOCATED HY G JUST JMO ENM0lQjffiNTAL L 27+ zs* _u+ 7S Q CONSUL7MG01*1/20. __... .. 1.4 _p- iO arocs wAu u+ _ —— u 1.6+ S 03`032"E i 40.37' 1.8 _.._;_.10.12 1 PRA -GA'LCGlG T_IOI4 eR40P-a JLY) x 3"R,4o,^�Aec- x !cam 366.? cv fT: CP�i��ygo �ee.ow jdicl3i•�!a• yz?T: pND 00 n 0 024 OF NEIN� .— RAY DOVER Tc?n_✓_A ;2r si �l� -_ �?g ARCHITECT 95 RICHMOND AVE. S.AMITYVILLE,--N.Y. 11701 SURVEY OF LOT 34 WELL MAP OF R`? HIGHPOINT AT EAST MARION SECTION TWO `3 OS FILE No. 7755 FILED JULY 13, 1984 SITUATED AT (� EAST MARION `'CESSPOOL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-31-03-11.5 / SCALE 1"=40' o3N"D OCTOBER 23, 2007 .� yNG /' ?.A,10 AGE SEPTEMBER � 2014 ADD PROPOSED H NOVEMBER 18, 2014 REVISED SITE PLAN A E D N GN�N uNK SITE PLAN FEBRUARY 1 O?2MARCH 02101 REVI EIDEPROPOSED HOUSE w( W JUNE 30, 2021 FOUNDATION LOCATION gAI A ` ,',, AREA = 40,669 sq. ft. 20 0 0.934 ac. on s Ot Z 0 L-E o • N�1 \ A 0 z Z \ , \� r y `x _' J U L 202 0 oa - cy� t7 •A COO` ` •�� m rs. �F;.I'.. .N'_�i'.�' olki d .A L .4 10- 70 9nyy \\\ PREPARED IN ACCORDANCE.WMLJ}IE MINIMUM • \ _ STANDARDS FOR;RL' SURRVVEEYY,$�AS-ESTABLISHED \ BY THE LULLS.AND APP.ROVEDf D.Ap OPTED FOR SLICH,USE•B "�FIENEWy RN SATE LARD ;.. @ ♦ TITLE ASSOCIA Op 7 ", • v•• \�t�r 664R7 tY 5 Lic. No. 50467 UNAUTHORDE.D ALTERATION OR ADDITION 4 b'` TO THIS SURVEY LSA VIOLAnN OF , SECTION 7209 OF THE NEW YORK STATE m°Gn°N UW Nathanl"a -"Gorwin III COPIES OF THIS SURVEY MAP NOT BEARING Q O"sA(C THE LAND SURVEYOR'S INKED SEAL Land^r Surveyor Y/ EMBOSSED SEAL SHALL NOT BE CONSIDEREDSISIDERED O y b' r TO BE A VALID TRUE COPY. O C a y p � Cc� CERTIFlGTIONS INDICATED HEREON SHALL RUN O` OONLY TO THE PERSON FOR WHOM THE SURVEY Fip �. • y4�i�� C7 IS PREPARED.AND ON HIS BEHALF To THE • * TITLE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND s0. d< ��' TTUTIONE CCERTIIRGONSOF TMARE NUT TT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 0 .e t? THE EXISTENCE OF RIGHT OF WAYS IF OMCES LOCATED AT MAILING ADDRESS AN 1586 SHDWNMAREFNDTCCUARANTEED. 1586 Main Road P.O. Box 16 ® Jamesport, New York 11947 Jamesport, New York 11947 k t r CERTIFIG1TIONS HEREON SIGNIFY THAT THIS PLAT OF PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A RECENT SURVEY WIDE UNDER MY DIRECTION IN ACCORDANCE WITH THE E1WN0 CODE OF PRACTICE LAND SUVEYORS BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUM ONLY TO THE PERSON WHOM THE SURVEY WAS PREPARED AND ON THEIR BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.THIS CERTIFICATION G ONLY FOR THE LANDS DESCRIBED HEREON,.ITS NOT A CERTIFICATION OF TITLE, ZONING,OR FREEDOM FROM ENCUMIiIIRANCES.CERTIFICATIONS INS NOT NOT TRANSFERABLE TO ADDITIONAL OR SUBSEQUENT OWNERS. S� Il�TLET • N 02055'00" E 75.00' +4.7 +s.l +52 CQ .4 +5.2 A F 5.4 WALL + 0AW MON. 300.00' Z GRAVEL p DRIVEWAY 00 00 O +4.2 4.2 +5. 7 6+5.5 • 5.+ O I 4.0 i O +4.3 6 .8 4.8 1+ Os a VROP.2nd 5.2 O +4.4 + NDS STY+ADD. i O1H VER 7 WOOD s'3 0'0 +4.9 PORCH 6' 5.7 Q 162' O 4.+ N 16.0' cko ' [. -1 1.6 iv O b• 4.7 4. WALL 1 .1' d 4.5 p O.LJa1S 416.0, P 4.0 +17.8' t s.3 -�DECK PROP.DECK TAX LOT 42+ 4.1+ 3s ADDMO TAX LOT 4 4.4 4.4 4.2 4 2 I 3.9+ 4.0� 2 STORYFRAME3.6+ 3.6 I W + DWELLING o 32 3.5+ 3.5+ 3.6+ 3.4+ + 3.6 00 9 O N TIDAL WETLANDS LINE AS LOCATED BY G.JUST 2.7+ 2.5+ (� JMO ENVIRONMENTAL 2.s+ 7C I CONSULTING 02/21/20. 2.s+ 22+ N W �. O � w 1.9+ 1.9+ +2.0 0 M BLOCK WALL 2.1+ � 2.1 1.6+ S 03024132"% E %1) 40.37' d 1. sm) • Rox• + �. L se - --- --_ - is - -. o'�. O - _ _ 5N+0,M3 S 08 o44,541I9 E � $ 10.12' N 05042159" W 75.86APPRox _ cmo* nae) 1. 1.5+ _ 2.0+ 7+ T DO 1.9 6+ rA v o + N 00 TAX LOT C 44+ s.o+ 3.a+ 2.1+ 0 18 til TAX LOT Z+ G 00 14 O ' O 17 It O 16 2.5+ b O 2.5+ 2.6+ 2.6tz + 2.6+ ft��Osp Rp gjxT °x401GZrwA7 04' � PARCEL A'RR�S L ) TAX LOT 3- 16,901 SQ.FT.OR 0.39-+ACRES �Y TAX LOT 17-4,762 SQXT.OR 0.11-+ACRES THE OFFSETS OR DIMENSIONS SHOWN FROM THE IMPROVEMENTS TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE,AND THEREFORE ARE NOT INTENDED TO BE USED AS A GUIDE IN THE ERECTION OF FENCES,WALLS,POOLS,PATIOS.BUILDINGS,ADOTIONS TO BUILDINGS OR ANY OTHER IMPROVEMENTS.SU ACE AND ENVIORNMENTAL CONDITIONS NOT SHOWN. PROPERTY CORNER MARKERS WERE NOT SET AS A PART OF THIS SURVEY. EASEMENTS AND OR RICHIS-OF-WAY OF RECORD,IF ANY, NDT SHOWN. PJM LAND SURVEYING PLLC UNAUTHORIZED ALTERATION OR S � ADDITION TO THIS SURVEY IS A 132 CLYDE STREET/SUITE 16 VIOLATION OF SECTION 7209 OF WEST SAYVILLE,NY 11796 NEW YORK STATE EDUCATION LAW. TEL:631-56340400 FAX-631-563-5808 PJMSLJRVEYINO®AOL.COM LOT:--- REVISIONS Al"OF:DESCRIBED PROPERTY REVISED 09/11/19 DECK DIMS 09/18/19 FILED:-- NO:--- COUNTY:SUFFOLK TOPO/WETLAND =5120 LOTAREAS 03/09/20 SITUATE:GREENPORT TOWN OF SOUTHOLD COPIES OF THIS'SURVEY MAP NOT CERTIFIED TO: TITLE NO.:EA2420-5 BEARING THE LAND SURVEYOR'S EMBOSSED SEAL AND SIGNATURE SHALL NOT BE CONSIDERED A TRUE AND VALID COPY PROJECT NO.:2019-359 1 7/19 DRAWN:CM CHECKED BY:PM SCALE: 1'=40' DISTRICT: 1000 SECTION:43 BLOCK:05 LOTS :03&17 CERTIFICATIONS HEREON SIGNIFY THAT THIS PLAT OF PROPERTY'IS A TRUE AND CORRECT REPRESENTATION OF A RECENT SURVEY MADE UNDER MY DIRECTION IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE LAND SUVEYORS BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON WHOM THE SURVEY WAS PREPARED AND ON THEIR BEHALF TO THE TIRE COMPANY,GOVERNMENTAL AGENCY AND LEADING INSTIMON LISTED HEREON.THIS CERTIFICAT11ONN IS�OONL'YY FOR THE LANDS DESCRIBED HEREON, ITS NOT A CERTIFICATION OF TTTLE, ZONING,OR FREEDOM FROM ENCUMBRANCES. CERTIFICATIONS ARE NOT NOT TRANSFERABLE TO ADDITIONAL OR SUBSEQUENT`OWNERS. �� Il�TLET N 02055'00" E 75.00' APR 2 BUILDING DEPT TOWN OF SQ ►� WALL MON. o.aN END. 300.00' z r 00 0 00 I o '� C o DRYWELL 0 0 O � 0 2ND STY. 17.6' IM OVER 12.9' �F PORCH N OAR I -- a 17.4' .. E 16.0' Q A I ti 2 STORY V1� 4:0' FRAME . z WALL 1 1 M DWELLING o O.L.N/S R/O ca 423' .3' DECK 4.3'L'; TAX LOT aq 38' „ TAX LOT I O o DRYWELL �D O TIDAL WETLANDS LINE AS LOCATED BY G.JUST G JMO ENVIRONMENTAL G1 I CONSULTING 02/21/20. i NCO � W 0 BLOCK WALL — d I S03 03 ' *' E — ^offyua S 03044'54" E 10.12' 00 N 05042159" w� 15.86' FROx (TIES xpIATERDIM z 00 14 v 0 N 00 TAX LOT C w C 18 O I TAX7LOT OVO_ TAX LOT O 16 t� NOTE= S' j 6O DRYWELL LOCATION AS PER OTHERS. fr��',N �S7„ Ox'wo'' R' 7 04' PARCEL A RF.s� A L ) TAX LOT 3- 16,901 SQXT.OR 0.39-+ACRES TAX LOT 17-4,762 SQXT.OR 0.11-+ACRES THE OFFSETS OR DIMENSIONS SHOWN FROM THE IMPROVEMEMS TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE,AND THEREFORE ARE NOT INTENDED TO BE USED AS A GUIDE IN THE ERECTION OF FENCES, WMA POOLS, PATIOS, BUILDINGS,ADDTIONS TO BUILDINGS OR ANY OTHER IMPROVEMENTS.SUBSURFACE AND ENVIOR14MFMAL CONDITIONS NOT SHOWN.,PROPERTY CORNER MARKERS WERE NOT SET AS A PART OF THIS,SURVEY. EASEMMM AND OR RIGHTS—OF—WAY OF RECORD, IF ANY, NOT SHOWN. PJM LAND SURVEYING PLLC UNAUTHORIZED ALTERATION OR ADDITION To THIS SURVEY Is A 132 CLYDE STREET/SUITE 16 VIOLATION OF SECTION 7209 OF WEST SAYVILLE,NY 11796 NEW YORK STATE EDUCATION LAW. 7EL:631-563-0400 FAX-631-563-5808 PJMSURVEYINO®AOL.COM LOT:--- REVISIONS MAP OF:DESCRIBED PROPERTY REVISED 09/11/19 DECK DRM 09/18/19 FILED:--- NO:--- COUNTY:SUFFOLK MPO/WETLAND =5120 1 LOTAREAS 03/09/20 SITUATE:GREENPORT TOWN OF SOUTHOLD FINAL SURVEY o3/15122 COPIES OF THIS SURVEY MAP NOT CERTIFIED�TO: TITLE NO.:EA2420-S BEARING THE LAND SURVEYOR'S EMBOSSED SEAL AND SIGNATURE. SHALL NOT BE CONSIDERED A TRUE AND VALID COPY PROJECT NO.:2019-359 TE-08/27/19 DRAWN:CM CHECKED BY:PM SCALE: 1'=40' DISTRICT: 1000 SECTION.43 BLOCK:05 LOT(S):03 8N: 17 NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,2ND FLR,MELVILLE,NEW YORK 11747-3166 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE O � AAAAAA 461989045 NORTH FRANKLIN BROKERAGE + 13 NORTH FRANKLIN STREET HEMPSTEAD NY 11550 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER CUBIAS CONSTRUCTION CORP TOWN OF SOUTHOLD 76 GARDNER AVE 53095 ROUTE 25 HICKSVILLE NY 11801 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE H2462 539-4 656200 01/24/2020 TO 01/24/2021 10/6/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY .NO. 2462 539-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT NOEMI LOPEZ TORRES CUBIAS CONSTRUCTION CORP ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:190125258 U-26.3 YORK Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured CUBIAS CONSTRUCTION CORP 516-439-3670 76 GARDNER AVENUE HICKSVILLE,NY 11801 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 114786049 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town Of Southold 53095 Route 25 3b.Policy Number of Entity Listed in Box"1 a" Po Box 1179 DBL605178 Southhold,NY 11971 3c.Policy effective period 12/18/2019 to 12/17/2021 4. Policy provides the following benefits: 0 A.Both disability and paid family leave benefits. E] B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: Q A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 10/6/2020 By (Wd 4f (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 56 is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if sox 4C or ss of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By C, (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance `Oagents of those insurance carriers are authorized to issue Form DB-920.1.Insurance brokers are NOT authorized to issue this nform. p DB-120.1 (10-17) III IIII�IIIIIIIIIIIIII0 IIIIIIIIII(III0ivl1l�7�)li1111 w ACORDTM CERTIFICATE OF LIABILITY INSURANCE D10/30/20 0) PRODUCER 516-564-5656 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION NORTH FRANKLIN BROKERAGE INC. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 13 N FRANKLIN ST ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. HEMPSTEAD, NY 11550 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: AMERICAN EUROPEAN INSURANCE CUBIAS CONSTRUCTION CORP INSURERB: 76 GARDNER AVE INSURERC: HICKSVILLE, NY 11801 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDT POLICYEFFECTIVE POLICYEXPIRATION LTR N R O U POLICY NUMBER DATE M DD DATE MM DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A ✓ COMMERCIALGENERAL LIABILITY PREM S EaTED occurence ISE $100,000 CLAIMS MADE I✓ OCCUR MED EXP(Any one person) $5,000 SKP2007842 10 10/21/20 10/21/21 PERSONAL&ADV INJURY $1,000,000 GENERALAGGREGATE $2,000,000 GEN'L AGGREGATE LIMITAPPLIES PER: PRODUCTS-COMP/OPAGG $2,000,000 ✓ POLICYF71 PRO LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-0W NED AUTOS (Per accident) PROPERTYDAMAGE $ (Per accident) GARAGE LIABILITY, AUTO ONLY-EA ACCIDENT $ ANYAUTO OTHERTHAN EAACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WCSTATU- OTH- TORY LIMITS ER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS According to,policy terms and conditions certificate issued for proof of coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town Of Southold DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN 53095 Route 25 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL PO BOX 1 179 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Sothold, NY 11971 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001108) ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such,endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25(2001108) APPROVED AS NOTED )N U PAN CY OR DATE: 55 'CE IS UNLAWFUL FEE:,#/a 3•X00 BY: i"iTHOUT CERTIFICATE NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM F=OR THE _ OCCUPANCY FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION COMPLY WITH ALL CODES OF 4. FINAL - CONSTRUCTION MUST NEW YORK STATE & TOWN CODES BE COMPLETE FOR C.O. AS REQUIRED AND CONDITIONS OF ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN ZBA YORK STATE. NOT RESPONSIBLE FORSOUTHOLD TOWN PLANNING BOARD DESIGN OR CONSTRUCTION ERRORS. O OUTHOLD TOWN TRUSTEES -off 31 N.Y.S.DEC COMPLY i '�A 0HAPT R 148 FLOOD i0 0Af.A- ENEN'rW RETAIN STORM WATER RUi"�j, MN- .!Q ';'Cy4144'L Cr1A E PURSUANT TO CHAPTER 236 OF THE TOWN CODE, Fire Separation required as per TRUSS PLACARDING REQUIRED NYS Code All exterior lighting PLUMBER CERTIFICATION installed,replaced or ON LEAD CONTENT BEFORE repaired shall conform CERTIFICATE OF OCCUPANCY to Chapter 172 SOLDER USED IN WATER of the Town Code SUPPLY SYSTEM CANNOT r�� EXCEED 2/10 OF 1%LEAD. �' Must provide Manuals D,J and S as per NYS Energy Code Blower door and ductwork testing required. i . . ' .. . . .. . . 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I J .aQ . - - -- - 8� - �� s _ .Ir, t:4y i7 '- „ _ . ,,� ' amu►`" .*m,5�.�1 �Ar7,,• F..J i�S i . -- . I_:: _ I T : � . VL ... ,x ` I 1 I. �'lL . s. .p�F.s I: T- c-�,_..' : . , y 1��3�.¢,''X l�?l8 pGt1- . - j ,b ' v + 1 �. �Qr��t- GIG l�-t-�G -� 1y: -` N Nleu srQ �.. t,, : . . 0 _ o 1Q ?v '', ` `,+loO.i�.;:gym .PiC+:.:..., __..._ . :r' `" . - . r r I ' . 'i. . - I . .- . .. ./V - - /� I. n i +_ Ll - I x-3f 9 a g 3lz .1 .,� �t c��-�« s !'` � . _. ��1, . I I , .. . . .. 124 . ' . . . �o __....__...... _ __ . - - -- • .. :' . 7'� 5 v� `r��/�/ '�'i� r Tom,° �;":,`' � -, t�t�'-:- . _ P >ct _ u t i. c'� yr+ !c- �K t e� /�cl oma- ,✓,�N/ I �.. . I a- a Y^' � . . . - --._...._ r . , - 1 . -- - - .- ..._ . . . ----,- ...__ *_. - .. .. .w.__... .... ..__._. a r _ .. ..-. . . V W . G /S _...._....-_.............;.. . -,_... t _---.._.-. ,... . _ C, , T" r,,t�F ij -- . . ... _ , ,. . . ... .-. .-• . . . . . . . ., ,. : . -._ . 9 w . I= r • c�' F _ _ __ - . - - - . - - - - . -13 =. . . . . . . .. . . �' I -... ._ ,-. _-- . .. ' . , . _'_ _�:. T. . ,c �. ._ t� :fir-.P- =• 5�`�"' s I i' I S - . , .� .. 2 ; . i S - - . . �F ..- - - -- -- -- - . - - - = — � . _ �. , . , . . . . . I i- . . . 1 I . , ' . G tzF g--�F?w•i N . . ,,r _ : �� -1�� 0��` RAY a01VER',ARCHITECT' DRA'W*G NO: . t. r. .. . . - . . •' Lam• Y+ . ' i�• t- -- � Q� ARCHITECTURAL DESIGN' . . . • . To c; 0,9 '� INTERIOR DESIGN . . . * "¢ - ' * PLANNING&DEVELOPMENT ' :I G ' ^rd RESIDENTIAt-COMMERCIAL INDUSTRIAL ! �/L(IC/1�i� 2 . - ., .. . . . . . . . . 95 RICHMOND AVENUE ' ONS: $-Z . : ` I , . . . �- F�:..�.P� -- 024a �� : S,AMITYV14LE, NSW YORK.11'701 ` . �.1�.zn 1 F;E*_7 Iti�T �! _., _ - - )691 1718 FAX 631 B9i-1718 • , . . .. _ ©t4 r-* .r-r�i_l :_.._.--.. ..;. :_ - F O f= N E�1`) ,�z'S-2 a . . _ - --- E AIL; R:DARCHLTECT@YAHQ.o,CQM S1-2 - -z! rsz."r�t�:._. M t ix- 7 7 . .. • . • • '.. ,.. . . . . . _.. .... ,.... . . . . ht I . IGENERAL NOTES: .Table 3.1 h,alling Schedule' ARED BY THE LIN UNDERSIGNED'S KNO 1. THESE I)RAWINGS HAVE 13EEN PRf DERSIGNED&TO THE BEST OF THE CERTIFICATIONS HEP43DN SIGNIFY THAT THIS PLAT OF PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A RECENT SURVEY MADE UNDER W I)IRLCWN IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE LAND SuvEym Err THE NEW YORK STATE JUDGMENT ARE IN 60NIPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. R30I.I.. I Numbenof STRUTIO LISTED ERE N 7M ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RIJN ONLY TO THE PERSON WH3M THE SURVEY WAS PREPARED AND CHI THEIR BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING IN N H 0 - S -OR ONE&TWO I Joint De;crlp(l.'n .115 Box N;alls Nall Spacing Table j.5A Top and Botizim Plate to Stud La idral Connections rREECo FIERABLE TO ADDITIONAL OR SUBSEQUENT OWNERS, IN CCOROANCE WITH THE AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION MANUAL r -E CERTIFICATION IS ONLY FOR THE LANDS DESCRIBED HEREON. ITS Nor A CERTIFICATION OF TITUE, ZONING..OR M FROM ENCUMBRANCES.cotiffir-AnoNs ARE Nor Noy TRANS I)WEL.1,1�l(IS(Nkli�CX,1)2018EDII'ION.xposure B-APOI�FRAVI ...... L-,ArJC:0 for. ind Loads Flatter to Top Plate(Too-nailed) (its Table 3.4A) bier 3.4A) perralter.. (Presirlptive Alternative to Table 3.6)calling Joist to Top PI&t IT...n.1hicil AAJ T:blet 3,4A) 2. ARCHITECT HAS NOTBEEN RETAINED FOR SUPERVISION OF PROJECT;OR DESIGN OF ELECTRICAL,HEATING,VENTIL. Calling Joist to P.rall,!Rafter lfmca-n�ll.dl (set Table 3.9A) T COND11T)NINCY OR PLUMBING WORK. LICENSED CONTRACTORS TO INSTALL WORK IN ACCORDANCE WITH 2020 Ni's BU, T:,b I'Al �:P.h 0. 'AS CODES. 3.9A) -3"J rr CIIANIC.M..AND FUEL 0 Calling Joist Laps ova;p.n*itions(Face-nalled) (see Table. 3. PLUMBINO,Nlr Collar -nailed) tie 700-Yr.Wind Speed Tie to Rafter[Face (sea Table 11.6) is Be I al�l�3.61 1 P-1 I to 140 ISO 170' 16 Clo/130 Blocking to Rafter(Too-nalled) 2- e4ch end 3-second gust iniph) T91 ISO 4*7-RIM 130atJ to Rafter ftml-nalW) sd each end -,SIDENTIAL CODE OF NYS CHAPTER 4 SECTION R402,R403 i D L-i StLid 3. CONC]Zi�ri"M'OIZKSIIALI.CONFORN[i,o'riiE2020R.0 NO2055'00" E 75.001 BE.A.R fOt INDATION SYSTEM ON UNDISTURBED SOIL,MIN TO BE NI'LE AST 3".',�WALI. Spacing Walillelght0t) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate +43 Z7,,^06f ,l4 K SA Top Plate to-rap plaketface-nalled) 2-16d .2-1�dl per tow __ FOUNDATION WALLS AS REQUIRED. CONCRETE PROTECTION FORREINFORCING Top Plates at 1,1.rs�tfonj [Face-nailed) 4-16d S-26dJ joints-each side Stud to stud 2-26d 2-16cl 14"a.c. 9 2 2 1 2 Header 1.na.d.,IF.te-nalled) Ifid l6d 16"o.c.along edges(soollable 3.5A) 2 2 2 2 2 5.2 j4,VP1 Top or Plate to Stud[End-nailed) [see Table 15A) par stud n4 + 5. JOISTS,STUDS,BLOCKING&BRACINO SHALL BE HEM-FIR#2 OR BETFER,FV-70 PSI,FD=1350 PSI,E=1,100,000 PSL ALL SAWN BEANIS, 16 .10 2 2 2 2 2 2 4. FINISHED GRADr SI IALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING&NOT ONTO NEIGHBORING PROPERTIES..2 F __j4 Plate to Fl,ar).bt,B 2-36d" 2-16d'.:' Par foot Tzible A-3.6 Ridge Tension Strap Cann. ectioll ROquirements.for WALL + HEADERS,POSTS&GIRDERS,4"NOMINAL,SHALL BE DOUGLAS FIR�LARCH#2,FV=85 PSI,FB-825 PSI,E-i.400,000 PSL PARA_LLAM andj.ht,End),Ist Exposure if 1 'TRUS-JOIST MACMILLAN OR EQUAL 0AW 'IND. 'N CRITERIA:FB=2800 PSI,FV=290 PSI,,E=2,000,000, MICROLLA1,4S A PARALLAIVIS SHALL BE Wind C1 r.4 C- 7' or0loLkIng(Foce-nallecil 300.00, DFSJG(Prescilptive Alternative to Table 3.6) BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS&DETAILS.ORAVEL ��W 2AW Joist to SIII,Top Plate of Girder I-rae-nalled) 4-ad 4-lodl perlolst Dead Load Assumptions:Roof/Celling Assembly DL-:15 PSI`-nailed) 2-ad 2-19cJI each end -VELOP THE STRENGTH,RIGIDITY& ELrl�dglng to Joist(Too 21 'X exr. -MBERS SHALL BE FRANED,ANCHORED&BRACED SO AS TO DE Blocking in Joist fron-.n.11.0) 2-Ed '2-IDdl each end 81 . . . I . DRF%WAY 00 ?= 6. ALLROUG11FRATUINGNIr 4 - -00 INTEGRITY FORTHE PURPOSE IN WHICH THEY ARE USED..NAILING CONNECTIONS SHALL BE IN ACCORDANCE WITH I AILING a4-16dl each black 140 ISO ' A';V XZ picWtifir In 5111 or Top Plate(Toe afl.d) 3-se,and gust(mph) +4.2 a +5.7 -4 114XIS SCIIEDULEJABL.E 3.1 OFTHE WFCM 2018 EDITION.I-Jger Strip to Boom(F.cc-a 3_16d 4-16di eachjolst 1-4 5.5 1)�.� ..0 0 Joist an Ledger to licarn(Too nallid) ad 3-104 periolit Roolspan or al'ad Common Nails IDd Box Nails in each and of I " r44 L_Bond Jalsitod.lst lEnd-mall.d) 6001 Plich fit) Numb, -4/4'Strop, 4.0 0 -L CONNECTIONS SHALL BE'SIMPSOWAND/Olt EQUAL 4-16d per Joist 7. ALL STRUCTURAL STEE Bond Joist to sill or Top Plate(Toe-no tied) I Z-16d' per foot 12 I3-:.--3 4 I43 6.9 4.3 Flo O F 0�ATI I I N 4 16 1. + 'S.2 LD WITH A POLY BARRIER. I 101-DIP 1 2 1 2 2 3 3 4 4 5 C) ter�PROP.2nd 0 8. WOOD IN CONTACTWITH CONCRETETO BE ACQ TREATED LUMBER. INSTALL TERMITE SHIE.-WoodStructu Panels .54+ D. 'ALVANIZED Olt STAINLESS STI,R,FASTE'NERS ONLY.j!eeTab1 Sry+4A _STY, G'jilt 7.8 '.5 14' 9 9. INSTAL).FIR 1,-BLOCKING ATALL AREAS REQUIRED AS PER SECTION R302.11 WITH FIREBLOCKING MAXERIALS AS SPECIFIED IN SEC.Sit coolers 7"edgl 10"field OVER &3.Gvpsu!n Wallboard WOOD Sit cooler �.#m 3� 2 2 3 3 4 5 6 7 9 6..jZi,` WA 4 Sir EAT I I I N G I , *1�. i I 1VCAX P00-rcx- R.302.1 1.1.WRCH- _* . I "j; /Wood structural Panels . 1,� .36 2 3 3 4 5 6 6 7 M;.I&�r ;ad 20d lime Table 3.11) �53 , I __j -Structural Fiberboard P 2 2 2 3 -3 4.3 VrZ<:<anall 12 1 1 1 1 :0 Mix r I 0. PROVIDE CRAWLSPACE VENTILXI'ION AS PER CODE R409.1&MIN.CRAWLSPACE ACCESS OF 18"X.24"As PER CODE R408.4. PROVIDE ;12.. 16 1 1 1 2 2 2 3 + JFX�-11 Ia.gaiv.rooting nail 3'edge 6"field 3 3 4 1 MIN. 18"CIXARANcE UNDE-R wool)jois-Is&12',,UNDER wo6D GUIDE RS., I F 1.11.1z�:.. .,I, . , , .;, Gi 4.0'(0.120*xl-1/2`Ioni x7/151 head) 7V 70*0 d 4:1 I .1 F4 4J ; ".)25/32 11 it.gaiv.roofing nail 3"edge/6"Reld ��Ifil :;J, X30" S PER CODE R807.1. CONSTRUCT A LARGER l' IC VENTILiVI'ION AS PER CODE R806.1&MIN.ATTIC ACCESS OF 22' .120 4-3141ongi3/0"head) WALL I. PROVIDE+17 I(O OPENING IF, 'S ARETO BE INSTALLED IN ATTIC TOALLOW FOR REMOVAL AS PER M1305.1.2. WEATHERSTRIP AND ANY APPLIANCL 32 2 2 2 3 4 4 5 6 7 17,0 M t-sualloarSd coolers 5d coolers 7*edga/10 field PROP. A:;Pi5AC:Z ; 'SS DOORS/HXI'CIIl-S AS PER R402.14.36 2 2 3 3 4 5 5 6 7 8 -IDEICK D INSULATE' CCL 12 1 1 1 TAXLOT 4.2+ 4.1+ TAXLOT s40Z 16 I 1 2 2 2 2 3 4.4 35' so*Wood Structural Panels 1 1 2 2 2 3 3 4 .4 2 12. INsTm. SKYLIGHTS AS PE it R308.6.an '\iJ,r r 16d Ed ii"edva/12"held 5:12 2 STORY 6i E!Y? 3.6+ .1.6 VENT 'ANS Diu.CTLY ToTHE LXTERIOR.13.3.9. 41_C�l FRAIVM +Nailing requirements are based on wall sheathing nailed, i�*W, analedge i nailing 4chedulas shall be used whole wall sheathing nailing Is reduced.For example,If�jall sheathing Is nailed 3 Inches on-center at the panel edge to DWELLING - 32 2 2 2 2 3 3 4 4 5 14. FIREPI.,ACJ`S' ENSIONS FOR 3.4, 4 obtain higher shear capacities,nailing requirements lot structural members&hall ba'doubled,a alternate connectors Shall be 3.6+ 0 HALLBAVE,riolff FITTING GLASS DOORS&OUTSIDE COMBUSTION AIR AS PER ECCC OF N.Y.S.. ALL DIM used to maintain the load path. r 36 2 2 2 3 3 3.5+ 3�5, 14) 0 FIREPLACE,FOUNDATION&CHIMNEY ARE APPROIMATE&SHALL BE COORDINATED WITHHE CONTRACTOR. INSALLZERO-00 When wall.sheathing Is continuous over connected members,the tabulated number of nalls Shall be permitted to be reduced to C!, TMAL WETLA.�MS LINE CL.EA]Zi�NCI-'I�']Rl,'I'I.ACESNfEr,r]NOAL.LhIANLJFACTURERSsi,r.-eitlCXrIONS. FACTORY BUILTFIREP.LACES SHALL TESTE D IN 1-16d nail pqfo.t. Table2f.9A . ,Rafkar/Celling4olstileel Joint Connection Requirements ACCORDANCE WITH UL127&SECTIONS R1004,R1005&R1006..(prescriptive Alternative to Table 3.4) AS LOCATED BY G.JUST Table 3.28 Bottom Plate to Foundation Connections(Andhor - - I Exp 2.7, 2-5, TMO ENVIRON.&ONTAL PLANS.Bolts)Resisting Lateral and Shear Loads.from Wind Roof Live Load Ground Snow Load 2,5+ CONSULT]ING 02/21,'20. 115. WINDOWS TOBEMANUFACTURED BY'ANDERSEN'-400 SERIES;TYPE&SIZE AS NOTED ON FLOOR B and C `(PreSbrIptive Alternative to.Table 3.2) 20 PSI 3a psf 50 psf 2.5+ T ' 'N JOIS MAX T-0"O.C.-.70 psf R Span Ift) 16. INS�'ALLBRIDOINGDE WE],nor �2+For Exposures 5&Cand allwind Speeds -12 L24 1 36 1 12 24 36 12 1 24 1 36 17. WALL I I RROL IND 11,40 A L.L TUBS&S I low ERS S ITALL BE COVERED WITI 1 1/2"WATER RE SISTANT GYPS UM WALL BOARD.maximum Anchor Bolt Flatter slop Required Number of 16d Common or 40d Box Nails per Heal Joint ccrin.,ticin"'s 4,5 I mater(In.) I spac111a INCLUDFS BUT IS NOT LIMITED TO GLAZING IN Anchor Bait D a I - HIS Spacing(In.)" IA 18. ALI..GLAZING SUBJECTTO HUMAN INIPACTSHALL BE SAFETY GLAZING. T 13 6 12 17 SIR", 49 Id 4 .7 10 4 17 a 15 23 BLOCK 12 3 5 a 3 + 1.9, 1-9 2.0 DOORS,OLAZINO WITHIN 24"OF DOORS&GLAZING WITHIN 18"OF FINISHED FLOORS. SEE SECTION R308...1/21 .31 + 19. INSTALL SINGLE STATION SMOKE DETECTING ALARM SYSTEM&CARBO4MONOYjDED7TECTORS IN ACCORDANCE WITH ALL 12 3 4 6 3 10 5 9 13 TALLED OUTSIDE EACH SLEEPING AREA,IN Pr esci 1p tive limits are based on assump lions in Table 3.2. 11 1.6+ 02.4'3211 STATE&LOCAL CODES. SEE SECTION R314&R315. SMOKE DETECTORS SHALL BE INS I Ia 3 5 8 3 6 9 13 6 12 17 S03 iRE SYSTEM WITH BATTERY BACK-UP. SMOKE When anchor bolts are used to resist uplift,lateral,and shear loids,the maxim6m anchor bolt spacing shall not exceed 4:12 EACH BEDROOM&AT EACH FLOOR LEVEL INCLUDING BASEMENT. HARDWIRE ENT anchor a 4 7 11 40.37'the lesser of the tabulated values'for uplift loads tTable 3.2C)or lateral and shear loads(T;HbI6 3.2B). For.other 12' 3 3- 5 3 4 3 G til LARMS AND HEAT DETECTION SHALLCONIPLY WITH NFPA72. CARBON MONOXIDE ALARJvIS SHALL MEET SEC.915 OF THE 2020 FIRE 1.bolt 14nititions see Section 3.2.1.7 and 3.2.2.3. 3 4 6 3 5 7 4 7 5 9 14 CODE OF NYS.Table 3.2C IiIII or Bottom Plate to Foundation Connections 3 4 3 3 4 3 4 6 3 5 a + r� USE_�141)THEREFORE ARE NOT MUM TO BE USED AS A GUIDE IN THE ERECTION 20. RLINO HEIGHT(AS PER R312)AT BALCONIES,DECKS,PORCHES ANb/OR LANDINGS TO BE A MINIMUM OF 36". OPE141140 Exposure B 3' 4\ I I THE OFFSETS OR (MMENSIONS SHOWN FROM THE IMPROVEMENTS To THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND %(Anchor Bolts)He. Iris 3 3 5 4 5 3 5 8 4 7 to. K OF FENCES. WALLS, POOLS. PAn0S, BUILDINGS.ADOTIONS To BUILDINGS OR ANY OTHER IMPROVEMENTS.SUBSURFACE AND EINVIORNMrIAL CONDITIONS NOT SHOWN. PROPERTY CORNIER MARI(ERS WERE NOT SET OPENINGS THAT ALLOW PASSAGE OF A f"DIAMETER SPHERE.41stini Uplift Loads from Wind 7:12 0.8 AS A PART OF THIS SURVEY. EASEMENTS AND OR RIGHTS-OF-WAY OF RECORD. IFANY. NOT SHOWN. LIMITATIONS(11312.1.3)SHALL NOT HAVE(Prescriptive Alternative to Table 3.2) 12 3 3 3 a 3 3 3 4 6 3 3 4 0 UNAUTHORIZED ALTERATION OR 1 21. DOUBLEALL JOISTS BELOW PARALLEL PARTITIONS..16 3 3 4 3 4 6 3 5 S 03 44 5411 12 3 3 3 .3 3 3 3 1 132 CLYDE STREET/SLJITE 16 %AOLATION OF SECTION 7209 OF ... 22. INSTALL A 3/4 HOUR FIRE RESISTANCE RATING SEPARATIOMBETWEEN'RESIDENCE&GARAGE(GARAGE SIDE)ASPERSEC TION �111 or Bottom Plate to foundation Anchor Plo'ke r3 3 3 3 .',3 3 3 3 4 6 706-yi.Wind Speed 3-second just.I-ph) 12; 17.��14. . = 4 10.12 PJM LAI,M SURVEYING, PLLC ADDITION TO THIS SURVEY IS A � K 116a 1 17o I loo DWI F-inid.donSuppeurting Miximuni Anchor Bolt Spacing If". 3 5 WEST SAYVILLE,NY 11796 NEW YORK STATE EDUCATION LAW. R302.6.-INSTALL 518"TYPE X GYPSUM WALLBOARD TO CEILINGS&WALLS. DOOR BETWEEN GARAGE&RESIDENCE SHALL BE SELF bolt connection Resisting Size 12W 00 TEL.-631-563-0400 FAX-631-563-5808 &WITHA FIRE PROTECTION RATING OF HOUR RATING.R'End Zones Roof Sheatlilng Atta chment.Roilul rem ants for Wind PJMSURVBY1N`0@AOr_C0M CLOSINO,TIGHT FITTING Table 3.10 i t 2x4 1-3 stories 72 1 71 1 57 i 4i-11-35-1 30 1 27 1 Loads SHALLBEMIN.36"WIDE WITH MAX 9"RISER&MIN.9"TREAD. HANDRAILTO BE 34"-38"ABOVE NOSING. ENCLOSED 23. STAIR "VISIONS InterfarZones LOT. TYPE X GY-P.BD.OVER FRAMING). MIN.HEADROOM AT ALL 1-3stalles 72 1 72, 1 66 1 50 USABLE SPACE UNDER STAIR TO BE ONE-HOUR CONSTRUCTION(5/8 Uplift loads D'End Zones -yr.Wind Speed 3-iecond gust(mph') 110 110) 140 ISO 0 ISO I 9 MAP OF:DESCRIBED PROPERTY RWMJED 09111119 STAIR AREAS SIIALL BE 6'-8". SECTION R311.7.. MAXIMUM RISER 8 V4'41 1 35 1 31 7oo F 1 I 1-3 italic% 7211 72 1 68 I 51 1 42 1 36 1 32 .1 29 1 26 1 23 7, 1 DECK D&M 0911 1111 9�X6 02/25/20 STRUCTURAL SHEATHING FILED: L MATEIU;J-S,?,. Interlor7ories NO: COUNTY-SUFFOLK i&W� -72 49 1 42 1 37 5 LOTAREAS: 03/09/20 24. PATCH&REPAIR ALL E�GSTING WORK TO RLM .IN&AS REQUIRED BY NEW CONSTRUCTION MATCHIN AL 1�31 stories E F I E I F I EIFIEIFIEIFIEI F I E I F I E I F I E I F I E I F't 2 1 1 72 1 60 1 34 1 31 1 27 0.5042 9 SITUATE:GREENPORT,TOVorN OF SOUTHOLD COPIES OF THIS SURVEY MAP NOT CONDITIONS.75.961 ,,,C, 777E NO.:EA2420-S BEARING THE LAND SURVEYOR'S Table A--3.4 Uplift St 4nts(Ro6f-to-Wall,rap Connection Rerifilreni'll Framing Rafter/Truss CERT7FMD TO: EMBOSSED SEAL AND SIGNATURE Expiosuirld fAaxlrijrn Nall Spacing for lid Common Nails or Iod Box Nails(Incihes,q.c,)' 011!�O AIT NOT BE CONSIDERED A TRUE 25. SLEEPING ROOMS.&OTHER HABITABLE SPACES SHALL BE PROVIDED WITH EGRESS WINDOWS&DOORS ASPER SECTION R3 10. Sheathing Location' specific Spacing(in.) SHALL Wall-to-Wall,and Wall-to-Foundation) (min" vlkrlli�UA AND VAUD COPY GravltV,G Wait i�__ i(Prescriptive Alternative to Table 3A 7 + 26. W HERE CEILI NO JOISTS RE PERPENDICULAR TO RAFTERS PROVIDE METAL STRAP TIES 19,48"O.C.ACROSS 3 JOIST SPACES&SOLID Dead Load Assumptions:Roof/CeIIIng Asde.mbly DL-15 psf 12 6 12 6 12 6 '12 6 12 6 12 6 12 6 12 6 12 6 12 6 +10 PROJECT NO.:2019-359 BLOCKING.16 6 12 6 12 6 17 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 +0.49 - - . . .1 00 1.9 .1 IDAZ 09/27/19-y i 6 12 12 12 6 12 'S 12 6 12 6 12 6'11V -4 S 700 lio ISO aand JiLs�h) 120, 6 �2 12 12 6 22 6 12 6 0 2 6 0 N:CM CHECKEEDDY.PINA SCALE: 11 401 DISTTUCT. 1000 -43 (1,UXANIZED OR STAT14LESS STEEL r.Wind Speed I Intedurione 6 i2 6 li, I ,, .4 1DRAW -05 17 12 6 12 �b I + + Ll ACQ TREATED LUMBER&SECURING NAILS,SCREWS,BOLT &OTHER HARDWARE TO HOT DIPPED II . IN I 27. ALL DEC, UNIDER SHALL BE 3-s 0 OAZ 4.4 00 SECTION. BLOCK- LOT(S):03 Number of ad common Nails at Iod Box Nails 12 6 1 6 12 6 12 6 121 12 6 'I� 6 6. 6 6 6. 6 TAX LOT + 5.0+ 3.4 Z14 Roofspan ?�1,4 6 +Framing Spacing[in.) In Each End of 1-1/4"X 20 gag Strap, 10 .12 6 1_7 _I 12 6 12 Iii 12 6 6 6 6 6 6 6 28. INSTALL ALL NECESSARY FLASHING AS REQUIRED FOR WEANIERTROTECTION AS SPECIFIED IN ALL PERTAINING SECTIONS 01' TAXLOT' + J� U11 TAXLOT 12 6 121 17 G, 12 1 6 121 6 6 6 6 6 6 6 -p I _r 2 2 2 3 6 6 4 4 4 17 k THE Co 12 2 2 3 3 4 4 0.42 16 6 12 6 12 r 12 16 16 2 perimeter Edge Zone 19.2 6 12 6 6 6 -6 6 6 6 6 6 6 4 4 4 4 1 4 3 29. INSTALL 5/8"TYPE X GYPSUM BOARD TO CEILING AT BOILER AREA.,I 6 5 6 6 6 4 4 16 0.49 Z5+ 2-5 2.6 6, + 30. INSTALL WATERP ROOFING TO FOUNDATIONS YSTEM ASPER S ECTIONR406. 2 2 4 liake Truss w Gab].Endwall Rake or + Z6+ 2.6 2P 46'.�f 4 4 5 6 7 Ith LIP to I' 6 6 6 6 4 I32 flake 0 vorhang 0.42 36 2 2 PROPOSED,SHALL BE BRACED&SECURED BY CONTRACTOR TO 3 4 5 6 7 31. ALL WORK DURING CONSTRUCTION WHETHER OUSTING WOR 2 3 17 16007'Fli 2' AGE OR COLLAPSE TO SAID STRUCTURE.gild Cladding littachment PREVENT DAM Rafter and/or Calling Joist to Top Plate Lateral and Table 3.ii Wall Sheathing a 9xposuro Al�plt W 77 0 TablP 3.4A Exposure RequIrements for Wind Loadi OX vwwlxj�4 Shear Connection Requirements ative to Table 3.4) SQ.FT.OR 0.39�k ACRES CONTRACTOR SHALL CHECK&VERIFY ALL DIMENSIONS&CONDITIONS AT THE JOB siTE. THE OWNER WOR BUILDER ARE TAX LOT 3- 16,901(Prescriptive Altern RESPONSIBLE FOR VERIFYING ALL SITE&SOIL CONDITIONS ABOVE&BELOW PRIOR TO ALL CONSTRUCTION. 700.yr.Wind speed 3-second gust 120" 140 ISO ISO 170 180 195 TAX LOT 17 4,762 SQ.FT.OR 0.I 1=6 ACRES ARCHITECT RECOMMENDS THAT BUILDING,STRUCTURE DECKS,PORCHES,ADDITIONS&POOL LOCATIONS BE VERIFI D A------------700-yr.Wind Speed 120. 41) 170]�180 STRUCTURAL SHEATHING ---LICENSED-SURVEYOR FOR PROPER S I ETBAC RE QUIRE,KENTS BEFORE PROCEEDING'�VI'til-CUN-gTRUCTION.3-secand gust Ph) O%I,E I F I E I F I E I F I E I F I-E I F I E I F I E I F ....................Wall Ratter/Calling Joist Number of ad Common Nails or 10d Baia Nails(Toenalled) Stud Spacing Maximu n Nall Sp, gMT10013 T ALL HVC&PLUMBING RUNS BE VERIFIED BY SUPPLI BcIng for Oil Common Nails or 10d Box Nalls linches,spacing(in.) Height Required In Each Rafter and/or Calling Joist to Top Plate Connection sL."tion' finches,o.c.) SECTION R301 SECTION R30i SMOKE ALARMS ARCHITECT RECOMMENDS THA ER&INSTALLER BEFORE BEGINNING 6 12 1 12 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12' DESIGN CRITERIA LIGHT,VENTILATION AND HEATING 1014.1 Gene�al.Smoke alarms shall comply with NFPA 72 9. 2 2 3 3 3 3 3 3 16 6 12 6 12 6 12 6 12 6 12 6 12 6 1? § 11 6 12.i ooms. iiabitable rooms shall have all 'R311.7 Stadrway�..2 2 interior Zo-e R301.1 Application. Buildings and structures, and parts 2 At:hillercormcctibris between concealed'vertical and R303.1 Habitable r 12 ' . I . . and Sectioh Ri 14. VERIFY ALL DIMENSIONS-ALLWRITTEN DIMENSIONS TAXE PRECEDENCE OVER SCALED DRANVE GS. 6 12 6 2 12 6 12.1 S gs a gregate ilazing area of not less than 8 percent of the floor Width. SWrways shall be not less than 36'3 3 3 3 3 3 6 1 6 1111 6 121 6 P 9 R311.7.1 R3 e a rm 0 2 2 2 3 2 6 6 12 12 6 12 6 6 22 12 6 6, including dead loads,live loads,roof loads,flood loads,snow If rooms.Nalural ventilation shall be thrOugh Win- 14.0 Listings.Smbk al' s shall be listed in ac�or .1121 11.2 area of sue inches(914 mm)in clear width a t oil points above the per-16 D 2 2 2 2 3 __3 3 3 3 3 I1 6 12 6 77 - thereof, shall be constructed to safely support all loads, and cove ceilings. ceilin dance with UL 211.Combination Smoke and carbon mon- NO PART OF THESE ARCHITECTURAL DRAWINGS SHALL BE REPRODUCED OR ALTERED lAqTHOUTvVRITTEN PERMISSION BY i2 hoiizontal spaces such as occur at soffit dro 3 3 4 Perlin 12 - -oved opi 10 2 2 2 3 .3 3 3 loads, wirLd loads and seismic loads as prescribed by this dows,skylights,doors,louvers or other appi mings to mitled handrail height and below the required headroom code. The construcdon of buildings and structures in accor- 3. In con6caled �paccs between Stair stdrigers at file lop oxide' 6larms shall be list'd in accordance with UL 20 RAY DONE,R,ARCHITECT. THESE DRAWINGS&DOCUMENTS WITH T El UNDERLYING OWNERS NAME&ADDRESS ACT AS A Table 3.171) Shour Wall Aisembly Allowa Ia Unit Shear Capacities,Maximum Shiar Wall d botto of 11�.c run. Enclosed spaces under stairs the outdoor air.Such openings Strait be provided with ready height. Handrails shall not' mortilthan 4'/, in&hes f a LEGAL&BINDING CONTRACT BETWEEN THE OWNER&ARCHITECT. UN .UTHORIZED ALTERATIONS OR ADDITIONS TO THESE dance with the provisions of this code shall result in a system on access or shall otherwise be readily controllable by the build stairway and'the cletir End UL 2034.Table 3.48' Slittlar Wallis Resisting Uplift and Shear re. ln�," (I 14 aim) on either side of (be DRAWINGS&DOCUMENTS IS A VIOLATION OF THE NYS EDUCATION LAW. COPIES OF THESE DOCUMENTS,NOT BEARING THE Exposu Segment Aspect Ratios,allf �heathlng Type Adjustments $hall Lomply with Section R302.7. 'f the stairway al'and be'low the]handrail height, s shall be provided lit ; 0(Prescriptive Alternative to Table 3.4) that provides a complete load path that meets the require- ing occupants.The openable area to the outdoors shall be not width R314.2 Where required.Smoke alarm I . ARCHITECTS ORIGINAL SEAL AND SIGNATURE, SILALL NOT BE USEb IN ANY WAY.J.9 merits for the transfer of loads from their point of origin 4. At openings around Vehis, pipes,.ducts. cables and less than 4 percent of Ib6 floor area being ventilated. isicluding treads and landings,a all be not less than 31'/, accordance.with this sction.1,With an approved mare- inches(787 nun)where'a.handr�il is installed on one side--yr.Wind Speed 3-seco mph) 11S '12f- 1-4nii lian I r hear ings and structures CODstructed as prescribed by this code are tial to resist the free passage of name and produi m)wheri: ra.ndrails are provided on istruction ALL BUILDING S WITHIN ONE MILE FROM THE OCEAN,BAY OR SOUNDARE IN THE WIND-BORNE DEBRIS REGION RE,QUIRING 700 gust(mph) hing Type ;regale gloz- and 27 i vided in divelling Units. THE GLAZED OPENINGS ON THE STRUCTURE TO BE PROTECTED WITH V.LASS MEETING THE LARGE MISSILE TEST Sheat' n�hes(698 m illing (his annular space 3� 6ther similar rooms shall be provided with agE 2),N It lAdjustment Factor. deemed to comply with the requirements of this section. combusiion, Tire material F ot less than 3 squa! a. both sides.Top&Bottom of d Spacing, 'rig aiea-in wind�ws of It" q fe'l(P.3 m PLYWOOD PANELS .. .I through the load-resisting elements to the foundation. Build- wires at ceiling and Door]eve ents Smok alarins shal be pro-, Aso Unit 5 let Maximums ::Is of R3033 Bathrooms. Bathicoms, wat6r closet compartm R314.2.1 New cot repairs mid additions. Where CERTIFICATION OR STRUCTURAL SHUTTERSVITH ATTACHED HARDWARE AS PER CODE,OR CONSTRUCT W Wood Structural Panel Shear Wall Ishall not be re'uhred to nice(ilia ASTM 6 136 require- R314.2.2 Alterations,9 Exc�ptlon:'The width of spiral stairways shall be in Panel Nailing one-half of which must be openable. TO PROTECI'WINDOWS AGAINST WIND FORCES AS PER CODE R301.2.1-2. SECURE PA eraliolls.replill-.s or addidon!requiring it permit occur, N.ELS TO RESIDENCEVITH FASTENERS AS Requirements Interior wall sheathing flaquj!ements Wind Seismic Wind Seismic Wind 15eismic R301.1.1 Alternative provisions.As an alternative to the merds. all' : I Requirements I accordance with Section RA 7.10.1. 'rooms arc added or created maximum Floof Span(ft)2'3 requirements in Section R301.1, the following standards Exception:The glazed areas Strait not be required where or where one of more sleeping PER SCIIEDULETABLE R301.2.i.i.. 61,VNER TO MAINTAIN PANE,LS ON-SITE.5. For the fireblocking of chimneys and fiieplacds, trill shall be Nall Unblocked Sd coo or nails.- are permitted subject to the limitations of this code and the ht and i local exhaust system are provided. R311.7.2 Headroom.The headroom in stairways shall be in existing dwellings,thb individual divelling i Sheathing shear Wall Row f 1/2"Gypsum Wallboar.d( 100 low 1.5:1 1.5;1 ec artificial liG Spacing r g 46'on Eente'r 7 a g spacing limitations therein. Where engineered design is used in S don R1003.19. The ruiJimum local exhaust rites shall'be determined in not hiss ilran 6 feet 8.in 2 32 mm) measure . eni equipped with smoke alarms located as ceq�lred for naxinium stud spacin ches THESE DRAWINGS ARE IN Thickness Nailing Nall, 'f cornices of a two-family divelling is -ca3 nos or Ing pccordanc6 with Section M1507. 8x'haust air'llrom the ciilly from 114 sloped line adjo Ing the It(Inl no Ing' conjunction with these standards,the design shall comply 6..Fireblock 0 4 4 t doe�pa' with the Building Code offew Fork State. required a(the line ofiltwelling ur!il separation. le utd6 from the floor surfnce pf the Ia ding or platform' that stalled In the f.1-/TGW O�o r 1;;:Ina,iis 3i, cIng space sholl be exhausted di city to thie 0 R314.3 LoCailon.Smoke alarms shot]be Iti COMPLIANCE WITH:is/32"plywood ad Common .3 ad..6-ilm material H e lasprovidedin portion of The stairwax.__ l6winj locations:Nails @ 4"patial A Pan.1i 1. AWC Wood Frarne Construction Manual(WFCM). R302-11.1 Fireblocking s. xc P R303.4 Mechonical ventilation. Where the air infiltration..24 12 Ctur 0 2020 NYS BUILDING CODE. 6 36 32 Section R302.1 1,liern 4�fireblocking shall consist of the i 5 air changes per hour or less where R311.7.5 Stal�trends and risers.Siair treadi and. risers with ipiecles.of edge spacing an : , .. -i I�4*J,�it u 3 rate of dwallinj andis 1. In each sleeping room.36 36 2. AISI Standard for Cold-Fornied Sieet Framing� f t AS sectitia. For the pur-.2 4 36 36 36 32 '28 2. (BIDE) la ' : cstcd*ith a blowcr door at A pressure Fee in the Immediate-, 20 plies having 12"field spacing following mater Is.. of 0.2 inch W.0(30 pa) shall.meet th'c,requiremcilts 0 2. Outside each separate sleeping F 20 NYS RESIDENTLA CODE 3 36 35 36 36 36' 36 36 36 11 32 M'; Prescriptive Method or One- and Two-Farnil!y poses of-this section, dimensiois afid dimensioned sur-)nominal lumber. ordrtn6e with Sectio GkO.49 I. Two-inch(51 mm in' occ* n N1102.4.1.2, the,dwelling unh Dwelli'18s(AISI S230). clusive of.corpet!,rugs or runners.. vicihity of the bedrooms. -2020 NYS EXISTING BUILDING CODE hall be proVided vdili%6ole-house mechanicialventilation in facei sliall be ex 25.4 film)nominal 11,1-,LE B402.2 2. Two thickne'sses of 1-inch( 3. On each additional story of the illi,elling, including TAEIL.IE rliOl.S, I3. ICC Standard oil the Design and Construction of accordance with Se.cilon M1501.3., R311.7,5.1 Risers.The r.iger )eight shtill bd not roofet,MINIMUM UNIFORMLY IDISTfilBUTED LIVE LOADS IVINIIAUM SPECIFIED Com.�IIESSIVE STFIENGTI4 OF CONCRETE ber with broken'lap joints. d baietneiits and habitable allics and Hot Including crawl 2020 NYS ENERGY CONSERVATION CODE�--: I . . Log Siructures(ICC 400). than.7%inches(196 Trim).Th.tiger shall be measure. well-TA6ERE-n-poi.2.11.2 (in pounds pier square-loot) '-77MfH1M7M-SpECifIED COMPRESSIA16 binafiltil!J,(I .3. One thickness of (18.3 mr�) wood Struc SECTION H310 spaces and uninhabilablit attics. In(111,elling or d 2020 NYS FIRE CODE WINDBORNE.VESHIS PROTECTION FASTENING USE LI.VELOAD vc�rti�ally between leading 6dArs of the adjacent treads.SCI14OULE FOR WOOD STn,UCTUFtAL PANELSc"'-d UCTIO1 WOO tinning Potential.' lural panels with 'oints backed by,'%,'inch (18.3 EMERGENCY ESCAPE.AND RESCUE OPENINGS ing units With split levels and without. no intervening 1`A5IENLH5PACINdMCh.1)-- typE.6n LocATION OF CONCHES NSTR R301.2.2.2.1 Weights of materials. Average dead . . i .. .. .... The kresicst riser height withiij any flight of stoks shall. 2020 NYS PLUMBING CODE Uninhibluble nillcm without sloinge'.'' Negligible Moderate Severe 15 pounds pc* -jam)w al panels. 1,310.1 Emergency qcape and rescue'upening i-equ!red. I lum 1/,inch(0.5 mm).. door between the adjacetil.'levels, a �moko alalm loads shkil not exceed r squaie foot ood itructur. e imallest by it e I Panel 4 real-c 1114414 d t.h i6e for the adjacent!of . I . 1 20 7,500 as of'/,_In�h (19.1 mm) panidebow cry sleeping room sholl 0 ess 411.0 .1 a look a fall . . I=.,, , R311.7.5.2 Treads.Thi sp n5 p.nal.pan Pa.-W.p.n 111te'd slqrtij nil other conercle not biliusc�to(I ii�Vcahcr 2,500 (720 Fn)'Voi(he combined roof and ceiling assem- ilasew.ents; habhclblc�a s "'I de�th-s6all be'n installed on the Lipper level shall BUM FASTENER Type ttic and ev _not excee III;Uninhibliablo attics with lit Basement�11111-5,foundatioll-9 it 4--One thickne d ad rit tile lower I;vel Is less that'a 6bS 2,500 2,500 s ;.ave not 1e'sS than One operqble emerge�cy esc bile (on a horizorital projection)or 10 pounds per pe and iesdue lower level provided d Hniallable ntlici iind allies se�;eid with fixed sinirs 30 d ept garage�oors 2,50(F with joints. 3/,-Jnch (19.1 MITI) partiold- than 10 inches(254 Trim).The tread depth shiiii be mea- * 2020 NYS FUEL GAS CODE one fir H story below lhe:upper level filabs on litti e,exc No.8 wood screw b sed t . . i square fi�ot(480 Pa)for flo6r assemblies,except as opcnini;L. Where ba.sements contain 6ne or more sleepinj vertical planes of ihe.inbcdnient 16 10 8 Balconies(iXterlor)Frill dc4k 40 'Its nnd ollics verli I conErele board.-.,Iwnilioulldorl(illwoll. xiiii6irwi anchorwilh2-inclic' 2,500 3,0001 3,OLKI' sured horizontally between th., a itirther limited by Section R301.2.2.Dead loads.for foollis,'.an emerg6ney escape and rdscue openi 4. Smoke ilarms ihall b�-installed hbt liisi'ffian 3 feet 40 . ::- .. . , , , . J fof�most projection.of adjacent treads ind at a right . .. 1 2020 NYS PROPERTY MAINTENANCE CODE.Nils isenlit! wolk cKposad 16 ant wCullidr wails aboVe grade shall tfol�xcerd: J. brie-,half-irich(12.7 rum)gypsum IJ6ard. lcquired in each-51ceping room. Emergency escape and res- ad (914 mm) horizgntally front tile-door or opening of a angle the tre4s leadirig �?90. The greatest Lre 6 2018 WFCM& COMMENTARY Ilo.1,1.0 ad cited 10 jilt welliller,nlid garr pe not z ir 2. 00 vw( I . I .1. I - - t atlitub'or shower unlesi this Cluords and hondrallp'- poichem,011pol shillsondolepsex[I 5 cue openings shall.*open directly'into a pt�b ic way, or I a bathroom that coutilfts a b-W""r :!a "re Qhe-qultrter-inch(0.4 mm)cement-boibli millbop(d. -within ahjl flight of a airs shall not exceed tile'it 24m:h eml�ediucnt 16 12 9 I. Fiftlien pounds per square foot (720 Pa) for depth-d inch 0,mm).irabs- ....... -frame wood wails. y I or court that ppens to a public way. e woftlo prcveqt placement of smoke ilarm t�quired by 2017 NFPA 70 : NATIONAL ELECTRiC CODE (NEC)length Clunrclih�titicpmppnen�?, 50, exterior light fiber or- a. salal s,I by moid than------------ 1--Balits or blankets of mineral wool or glass Section R314.3.E S401.4.1 a cy .9 Uindriils. Handiallo s ich Ing screw based anchor 16 i6 i6 Polsenjer Y� 1cle goroges! 50, TAIJIL squafr fool(670 Pa)fbr' other approved materials in.stalled in inch a Fin nner 11310.2 Emeigen.cy iscape and rescue openings.Emerlizu IJ b6 provided on not with 2-hich embednient Icnirlb PRESUMPTIVE LCAD-B5\FJI0G 2. Fourteen p6nds per escapl.and res�ue opening$Shall have Ininimum dimensiong R3 1 0 Rooms other ihim siceping m0inli 40 as to be securely retained In place. li:sstlia oilci:side Dfeachcontinucui ruti of treads or flight VALUES OF FOUNDATION M jERIALS' exterior lighil-frame�old-forrned steel wolls. a n For SI::Inch 25.4 mm,I Tool-304.9 mm,I pbund 4.448 N,- as spebified in this section. 315 SigepIng tooms 30 with four or j�ore risers. SECTION R nine pisr hour-0.4-11 w/L - LOAn-DEA"11,0 3. Ten pounds per square foot..(480 Pa)for i'lle- 8.. Cellulose insulation installed as tested ln.accof�once CARBON MONOXIDE ALARMS Stairs 4G' CILA89 0F.MAT9nIAL 161�t m w ic ap.pli- R310.2.1 Tylininiurn 'opening Eurea. Enter ency and R311.7.8.1 Height. Handrail height, measur8d verti-a.This whic Is bused an 180 niph uldmaii design wind speids.V.,,slid a 33- itb ASTM E 119 or UL 263,for the specir flint Plea.roof hdisin, (pounds par equal i loot) dor -fin iewocid wails, escape liscue'6penings shall hove a net clear opening of O [NY] R315.1 General. Carbon monoxide alarms shall be b,F.micnets she . i I )for inle- cation. not less than 5.7 square feet (0.530 m"). Tire net clear cally from the'sloped plane adjoxiing the tr"d nosing, -e C,:;be Installed of opposInif ends of Ilia wood structural panel. obedrock 4. Five pounds per square foot(240 Pa Fit �shall be be not less than 34 provided in accordance with Section 915 of the Fh ode of'Fasidnarislu b�localdd ma loss[hall I Inch train the edge of the panel. Cryiftillhi I 1,000 R302.11.1.1 Baits or blankets of mineral Or glass finish surfice of ramp slope,shall light-frome cold-formed steel walls, .opening dimensions required by this sectio . . inches(965 mm). New York State.a.Anchors shall penetrate through the. emorlor it-all covering wills n inches(864 mm)rimd not more tiara 38 I StAltrintilary and rullmed to�lc 4,000 fiber. Batts or blankets of mineral or-glass fiber or emergency escape embadnient length of not luss r 8-" ubtained by the normal operation of the�Iuul 2.lnches Into ilia building(come. Eighty pouds per squa're foot(3830 Pa)fo cither approved fronrigiii matenals Shall be perndttdd Fustencis shelf be locaie�l of ass tit a 2'/,Inches front ilia edge of sar�q�Arivel alld!�r grriv�l(OW arid C111) 3�000 find res'cue opening ftorn (lie inpide:71he net clear lviight R311.7.8.2 Continuity. liandrdis for stairways sh.all block or concrete. 000 inch-thick(203 n.i )masomy walls. for compliance with[be 10-foot(3048 mm)horizontal opening shall b.e not less than 24 iqcl)es(610 nim)and t iq be�onlipu,ous. for the full leng It of the night, front a it.to Panels siunched to masolicy or masonry/stucco$111111 be attached tSena,slll�snild,cinyiiy snati'dity graycl fireblocking in walis consulicled using parallel rows of to a point'6. Elihiti-five pounds per square foot(4070 Pa) net clear *idth Shall be not less(Iran 20 inches(508 Him). top riser of the flight vibration-fe3ist mitt anchors hu�liiiir nit ultimate withdrawal capacity or not iind CJflyCy gFDVt:l(SW,SP,SM,SC,LIM �.000, W point directly above the less than 1,500 pounds. and CIC) fq6.-inch-thick(152 mm)concrete walls. studs or staggered studs. directly above the lowest riser of [lie flight. Ilandrail-nde floor or below grade openings shall Exception:Or osts -0 clo'�,Bilu III,%III and 01, 7. Ten pounds per square foot (480 Pa) for SIP R301.11.1.2 Unfaced fiberglass. Unfai have a DeL cl.car opening of not less-ed f- ends shfl be returtied or sh&II I rminate in newel P 1;,silly clay:clnypy iberglas,TA13LE F1301.7 i.50 ill the.entire than 5. feet or safety lerminalsAiandrails adjacent to a wall shall sandy all tcloy(qL,IAL.lyl I I mid CH) tbait insulation used as fireblocking shall fi wa 0.465 m 38 rnm)ALLOWADLE DEFLECTION OF STRUCTURAL MEMBERS',- cross section of the wall cavity to a heikht of not less e of not less than ALLUWABL9 ru than I.6 inches (406 mth) Measured.vertically. Where ween the wlill'und[be handu ils. -DE 2.11 FIreii1ocking. In combustible cons6i ction, fire- - bet SiRUCT11RALmEmBErt R30 R310.2.2 Window sill height. Where a window Is pro hv 11/2 inches FLECTION TABLE A301.2(j) blocking shall be provided to cut off both vertical and hori- d rescue opening.it sholl�qflerk linving slopes greater than 3:12 with piping,conduit or similar obstructions are encountered, vided as the emergency escape an finishid ceiling not atinclied to'raficrs lilao CLIMATIC AND GEOGRAPHIC DESIGN zontal coocealed draft openings and to form Im effective fire the insulation shall be packed tightly around ilia havi a sill height of not _J4f r more Illan.44 inch'es(I I I a Him).WIND DEqIGN SEISMIC SUBJECT TO DAMAGE FROM, ER borrier between slodes,and between a lop stopy and the roof obstruction. above tlie floor; where tire sill height is below'grade, It 0 I WIN' !CE DARRIEPI FLOOD AIR MEAN ND Floors U360 SNOW sp-ed,77`opographic Specialwind Windborne DESIGN Frost line DES GN UNDERLAY90 FREEZING ANNUAL space. Shall be provided with a window well in accordariciii with Wiathering' Termite' FIECIUIRIED� INDEX' TEMPI Section R310.2.3.Ceilings with biful. (Including plaster LOAW (mph) et'lacil region' debris zone- CATE.011, d.pth, TEMPI HAZARDS' R302.11.1.3 Loose-rill Jinsulallon material.Loose-1111 U3 I I - Fircb'locking shall be provided in wood-framed constmc- 'a e nnd stucco) 60 iv_ - . insulation mairrial shall not be used as irebloCk gl3e42 don in'the following locations: I R310.2.3 Windii%y wells.Theborizonlal area oi the win-unless specifically* tested in the form and manner RAY DONER' ARCHITECT DRAWING NO:Ceilings with flexible finishes(including gypsum L)240 MANUAL J DESIGN CRITERIA' dow*weil shall be not less.than 9 square feet(0.9 fit'),with. j.4.41.3 Hold-downs Hold-downs with a capatilly Jd board) 1. In concealed spaces of stud walls and partitions,includ- intended for use to cirmonsurate its ability to remain in 3.4.4.2.2 Pei-lbrated Sheor Wall �Ldjtili(nlelats ARCHITECTURAL DESIGN I a horizontal projection and%yidth of Hot less than.36 iiiches accordance with Table 3.17F,divide' y a Appropt 1%All nilier structural indmiters U240 I Winter Surruner Attitude Indoor esi gn Design Heating temperature Ing foured spaces and parallel rows of studs or sLag- place and to retard the spread of fire and hot gases When perfy rated Shear Walla Lre used, the shear wall Latitude INTERIOR DESIGN Elevation Exterior wfllls�WfTd plaster or heating cooling correction factor temperature temperaitirt cooling diffrfCDCe gered studs,as follows: ri (RJ4 Him). The atep of itie window well shall allow tile leng[h,reqiiiiriil0n(s III Tabl 3J7C shall be length adjustment Actor in Table 3'17D are requited J�ATF,:111360 R302.11.2 Fireblocking Integrity. The hire- ty of fire I d PLANNING&DEVELOPMENT 0 es . 7A an stucco finish -filergency escape An sliehr wall segment or at each e6d ofa pe.- (UP Vertically at the ceiling and floor leyels. blocks shall birmaintait4ed. d rescue ope.ning to be fully opened. multiplied by file a ppropriaLe ft 1-height sheathing length the end of each I)N RESIDENTIAL-COMMERCIAL-INDUSTRIAL Exterior walls-whid louds'wilh other brilile H/240 E.Combinations of.id n rul airc;sit.eor wall.Where hill height shear Wall segments 95 RICHMOND AVENUE finishes Cooling Wind Wind velocity Coincident Daily Will er S1.1111mer 1.2.Horizontalli al interv,als no( exceeding 16 fett aqiLikinient factors in Table 3.17 024'6 REVISIONS: 5,Z4- lically sherillied smgmente'd and perforated walls Strait be mccit at a Cou'rier,a single hold-down shall be permitted to Exlerior Ini!loode with flexible finislici 17112. temperature difference velocity heting cooling wet bulb range humidity hunlidity r1ing initscivy.vetieer walls' U60 I - I be ii�acd to resist[lie overtUrning forCes in both directioirb OF NE\N S. 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QTY d _ G-o,•✓TT�� . . . .. . . . . . . 1. : . . . . % . . . .1 ,e I 71,C76f."�� . . . _., . . . . - - I . . . . . . . . moi.. Gc�i�J7 II. „ /I - _ - . r -- _._ .-. _ _ . - - - . �° - . _ . . ® . I. __._..__ _ T'' 1 7 2 21 . 4 I • . .. - . . - : , II . . ,•• - . 12; A�b- ZR `Y 2 �- ��w ^s�r=� 1, . 4 F . - - - .� 0 r- 7- 0 . ._ -- ... tea-';• • ? - - . - - 4E_ r - .. :._� • .. -; . I. 1. -- .I'.. - t �.� s-r-. ( ftic . r '.�<< :ro.Fz r=te _ 5'a•4 I s` i . . - t G{ S _ r .: T- --�,�.:. --�I✓ -..- -- .. . -- - - - . ro M _ } I;. . . 1 . T . . . - - - - , . . I . i c::::] � .. + I M I . p. _...._ tt _.V 1 . ti I. . l . ��-� OND 1. Doti /�� RAY DONER,ARCHITECT • .. DRAWING NO: ' . . . ,. ._. . I .-..... -:+3_�ir1.p�_.--. ... . 13 -4 ARCHITECTURAL DESIGN, - . Z 1.- '. . . ' 7'o csRADp'• ' ' . INTERIOR DESIGN ' Z- ZIO * - * PLANNING&DEVELOPMENT DATE: ,._ . .� t, rr RESIDENTIAL' -COMMERCIAL-INDUSTRIAI. . riL�• . • . 95 RICHMOND AVENUE IO . . .... ... - ... ' REVISIONS:.r 1.\�7 L--c�dF _ 1,__3 -7/11(0 3�t6..n f-o" tPJ, do b ! S. , -Z 1701 . . . ..��..�-I F�-��. tJ- .�, - �- � q� 2480�0� S AMI7YVI<rLE, NSW Y0 6 111718 .gyp • . - )691-1718 FAX 31 lz:j - o . ' . . .. . _ h i s-r-1 td::._�1:v E:= .-r t o�:l s-......... .... ... . . F OF N E�1`� M (631 (6 ) 2 : ` . --- --- - - A,I.4„ R0ARQH1TEGT@YAHQ.Q,GQM ' .��►-3f_ZD ..- - -- ----- I t r _.: . • - .. • ' . __ _ CUT PLATE TIED WITH STAGGER JOINTS 24 IN " ; + - SECTION 8406 SECTION 81004 TABLE 8703.3(1)• SINGLE OR DOUBLE 16 GAGE STEEL STRAP. /USE SPLICE PLATES . CONTINUOUS RIDGE VENT&/OR Figure 3.10b Ridge Board and Ceiling Joist Dietail FOUNDATION WATERPROOFING AND FACTORY-BUILT FIREPLACES SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS TOP PLATE SEE SECTION 8602.6.1 / SEE SECTION 8802.3.2 . f DAMPPROOFING TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS �( . GABLE VENTS&/OR METAL ROOF . R1004.1'General.Factuiy-built firepinces shall be Ifsred and i VENT @ RIP OR SITED ROOF. ' 8406.1 onerete and masonry foundation dam roofin' labeled and shall be insutlled in accordance with Ile condi- ,' NOMINAL wood or wood Ridge Board r PP g• JOINT Fiberboard Gypsum Foam plastic Number or SIDING MATERIAL THICKNESS structural Direct except where required by Section R406.210 be waterproofed, (lolls of lite listing.Fachoy-built firepinces shall be tested iii TREATMENT sheathing sheathing sheathin spacing of FULL-HEIGHT STUDS (Inches) panel sheathing q to studs ' foundation n walls that retain earth and enclose interior spaces accorddttce!vitt!UL 127. Into stud Into stud Into stud loco stud fasteners ADJACENT TO HEADER Collar Tie(Collar Beam) and floor below grade shall be dampproofed from the higher SEE SECTION 81004.2 hearth extensions.Health extensions of approved. R6o2.7.5 . OVERFRAM..RAFTI R. Rafter (Located In upper third of of(a)We top of ilia[Doling or(b)6Inches(152 mm)below.tbe Siding nail Siding nail Siding nail Siding nail faclory-built fireplaces Shull be installed in accordunca with ? ' x 3/ "x 2/"x 1 g"X Not Same as l FIREBLOCKAROUND . . --- . -.•_ • --•• attic space)(see 3.2,6.1) top of the basement floor,to Ilse finished grade.Masonry walls c (I /4' (2 4 ( 2 ( 4 PIPE .� ysrCUTItED TO EACH , the listing of the fireplace.The hearth exteensioii shall be read- Steel 29 ga. Lap a • 2"X FLAT VALLE shall hiV,e riot less Than /, inch (9.5 mm) Portland cement 0.113"11 0.113"1 0.1 13 0.113") allowed stud spacing HEA�ER- I. , _ lly distinguishable front the sunouuding floor area. Listed Q ft SEE TABLESR602.7(1) Sta le-1'/" Staple-1�2/ Staple-2/4" Stli le-1 / I AND R602,7(2) / RAFTER w/(3) I6D NAILSi. INSTALL 11/4" pparging spphed to the exterior'olttle wall.The parging shall be and labeled hearth extensions shall comply with UL 1 G 18. : P 4 P 2 P 4" X,24"20 GA.METAL STRAP RAFTER >--- damppro fed in accordancp with one of the following: - ----- . -- 0.120"nail 0.120"nail , C� p JACK STUDS OR TO RAFTER. I g; SECTION 81005 0.120"nail 16 inches ori, 4 . 1. Bituminous coattn (shank)with (shank)with , TRIMMERS �S� -. - goitre yard(1.63 kg/m')of acrylic ACTORY-BUILT CHIMNEYS a 0313"head a 0.313 hes a 0.3 3' (shank)with nail center specifiedss-'' �" .�._. ' . . - . - .._ . F N S d 1 SIl17PSON 2 Three pounds per s R]DOS t Listing.Facwry built chimneys shall be lured and Vinyl siding or 16 gage head or Not ) WALLSTUDS IIS HURRICANE ---MAIN RAFTER. I m dified'cement. 0.035 Lap or 16-gage ata le with 16-gage a 0.313 head allowed by the SEE SECTION 8602.3 CLIP HURRICANE . labeled turd shall be inslnlled and terminated Tri occordance (see Section R703.11) P g g . 3. On -eu lith-inch 3:2 mm coat of surface-bondin staple with - I Section manufacturer . 'g ( ) g with the manufacturer's instructions, ) I /g-to /2- staple with _ tor�lnnt complying with ASTM C 887. -"- _ /g-to !-inch I 8703.11.2 instructions or r FLOOR JOIST Ceilin6r)oist I SECTION 81006 crowl�'' inch /s to /2-h test report _ 4. An material ermitled for waterproofing in Section .. crown inch crown �- CEILING JOIST & YY P g EXTERIOR AIR SUPPLY {=g I SOLID BLOCKING 1 :::: I . ..' parallal to R4P6.2. _' ' , Wood rustic. Face nailing,j{ - . I. rafter! 81006.1 Exterior air. Fnclory-buil( or masonry frteplaccil 3/ min. La p I =-�-+GIRDER S. Other a roved mentons or materials. g P u to 6" .. BOTTOM PP covered ill,this chal)ler shall be equipped will,nn e:lerjor nip drop 8d box or widths,1 nail} PLATE FLOOR JOISTS Exception: Paigin� of unit masonry walls .is not supply to antic proper fuel combustion unless rite room 13; Wood siding /32 6d box or 6d box or 6d box or 6d box or siding nail 1,"DIA.LAG BOLTS 1G"O.C. Shiplap I per beating'Ia required where a material is approved for direct eppli- mechanically ventilated and controlled so Ilial 16e inddoF� averse 'SIMP;'` • DETAIL:WHERE ABLE RO FIS - • OVERFRAMED ONS(�1 MAIN�RO�� cat on to the masonry. preasurn is neutral or posilfve. _ see Seco siding nail siding nail siding nail siding nail 2!"x N'U2J0 HANGAR 16"O.C. - --T . I 13 d d R ft T A I Concrfte walla shall be dampproofed by applying any one 3 /16 x 0.09 x 0.09 x 0. x 0.09 er,,, SUBFLOOR .•a---.-- --- .. oar an a er le F.'t ) Bevel' 2 and ovtl . g re 3.10c W 2 nails' :g -- Fi u d �1 ed dampproofing materials or any one of the water- (2,, g 9„) (2„ ' 9„) (2" 099„) (2,. 9") 13") ( tun p �O 870 .5 0 1 .`r . " ' "��"'�'�'! ate listed m Section 06 2 to die ex Butt tip 3/16 �P - ng i. FOUNDATION . .. R4 --- ------- Staple ' of the list per beazi CRIPPLE WALL AC4 EACH SID)s 4 ' .. g a I l ------- - J:j 11% ISEE TION ft602.9 ( . - proofing m rials exterior of a, ( A4 POST) din wall. , 1 SEC AC6 EACH SIDE 6X6 POST) Rld a Board Wood structural panel 21/2"x 21/2"x 21/2"x 2"x 0.099" 6"panel Ila . 8406.2 onerete and masonry foundation waterproofing. ANSUAPA FRP-210 3 I 2"x 0.099" 13 0.1 Yi. SILL PLATE I . . . . T , i, g- 2 Note a std ail sidi0.ng nail siding nail Sid ng nail td g at aerssup.,; __- --- ----- ---- ' -- In arcus here a high water table or other severe soil-water s' in nail . .., sl,exterior foundation wa 1e Ihat I . Collar Tie(Collar Beam) I g siding(exterior rade) ung n 1< conditions are known to ext•. I t 8703.5) 9 I FOUNDATION . (Located In upper third of (see Sectio! Rafter retain earth and enclose interior specw end floors below /„ 2/" 2/"x L--__-- - ---------- WALL STUDS • -- attic Space)(see 3.2.6.1) ., Wood structural panel 3 , Note a 2"x 0.099".; 2 2 x' 2 x 2 2"x 0.099" 8"along't,� . ' rp waterproofed roofed from the higher of(a)the top of lap siding(see Section /g- /2 t 0.1 l3" 0.113" 0.113" di sl, 11 be w 1 IN.BY 4 IN. - . . Ie food g or(b) inches(152 mm),below the lop of the 8703.5) Noe g siding nail siding nail Siding nail siding nail siding nail bottom edge DIAGONAL BRACE ANCHOR BOLTS EMBEDDED IN . . iasemen floor,to ilia finished grade.Wells shall be water- LET INTO STUDS FOUNDATION 6 FT. MAX. PORCH ROOF DE All . 1'`�ooI Il fp accordance with one of the following: For SI:t inch=25.4 mm. CORNER AND PARTITION POSTS . i'- I a. Aluminum nails shall be used to attach aluminum siding. 6 .- .. - -- . OOF PITCH(SEE SECTION I. 1. Two-ply hot-mopped fells. I b. Aluminum(0.019 inch)shall be unbacked only where the maximum panel width is 10 inches and the maximum flat area is 8 inches.The wlerance ill . ti Z. F(f y-five-pound(25 kg)roll roofing: aluminum siding shall be+11.002 inch of the nominal dimension. 'i,7 AAC . .' &ELEVATIIONS). ll ,.?..Six-mil(0.15 min)polyvinyl chloride: a Shall be of approved type. `, I , d. Where used to resist shear forces,the spacing must he 4 inches at panel edges and 8 Inches on interior supports. 4_�_ /4X4 OR 6X$WOOD POST - l' .r, A . __ 4. St nil(0.15 mm)polyethylene. APPLYAPPROVED SHEATHING OR BRACE k.� lam. ::: Raf tet TIe %;.".' e. Vertical end joints shall occur at studs and shall be covered with ajoint cover or shall he caulked. l EXTERIOR WALLS WITH 1 IN.BY 4 IN.BRACES LET (Located In(Ower third s,�. Fo ty-mil(1 nuti)polymer-modified asphalt. L Face nailing:one 6d common nail throw h the ovaria m Innks at each stud.Concealed nailin one H- a e 11/ inch-Ion alv,roofin nail throw h NOTE:ATHIRD STUD AND/OR PARTITION INTERSECTION t r, r " _ g: g pp' g p g g g 2' g 8 g g.�,', INTO STUDS AND PLATES AND EXTENDING FROM BACKING STUDS SHALL BE PERMITTED TO BE OMITTED /i"DIAIII.GALS BOLTS 16"O.C. , „j. Of a.tlC space) lop edge of each plank at each stud in accordance with the manufacturer's installation instructions. BOTTOM PLATE TO TOP PLATE,OR OTHER THROUGH THE USE OF WOOD BACKUP CLEATS.METAL 'SIMI'SON'U210 HANGAR 16"O.0 . Vertical joints,if staggered,shall be permitted to be away from studs if applied over wood structural panel sheathing. S DRYWALL CLIPS OR OTHER APPROVED DEVICES THAT s --- ---._._.___.-___-._.__1- . __,...._.__...,....---. --- --- __.___-___� h• length n to penetrate sheathing other nailable substrate and framing a tots of a minimum o 11/4 inches or in accordance SPECIFICATIONS.SEE SECTION R602.10. WILL SERVE AS ADEQUATE BACK(NG FOR THE FACIN - . g• V ACCORDANCE WITH THE MANUFACTURER'S MATERIALS. . APPROVED METAL STRAP DEVICES pr Minimum fastener met be sufficient Ira I f r with a manufacturer's ------_.---- - -- DETAILS Sz D1�4N4.GAL\r. ... ....-._.__ I O.C. h th Motion instructions t FIGURE 8602.3(2) 'SIA'IPSQN'H3 HURRICANE CLP 16" 3.2 6 Special Connections 89115 1 2 Ice barriers In areas where there has been shit- FRAMING " �• 12"TYPICAL: 3.2.6.1 Ridge Connection 1equlretnentS tory of ice forming along the eaves causing a backup of - - - _ - ri FLOOR JOIST THRU BOLTS '• Ridge connections shall be in accordance with the water as designated in Table 8301.2(1),an ice barrier shall L ,t t ,, DECK JOIST _ '--- . . _ _ -_ - shingles, t f . ;Tpquiremeots given in Table 3.6. Prescri tive solutions be installed for ll roofing, It s e ,metal lat shingles,mull ' RIDGE BEAM. P era!-surfaced roll roofing, slate and slate-type shingles, .- _ -GIRDER : T� ifor ridge straps are provided in Table A-3.6.Where ridge wood shingles and wood shakes.The ice barrier shall con-' ��1,��" `' ` t,• straps are usedr they shall attach to opposing rafters, sist of not fewer than two layers of underlayment cemented ^gzes�,00 0 ' C . RAFTER. h,: / 1 1C4 EACH SIDIi(4Xd POST) �, together, or a self-adhering bitumen. AC6 EACH SIDE.(6X6 POST). , _ i (,.•.. g g ('t. EXCEPTION-: Ridge straps are not required sheet shall be used in place of normal underlayment and . COLLAR TIE r, 'y':'' . (>., When collar ties(collar beams)of nominal 1 x6 or extend from the lowest edges of all roof surfaces to a point �.•�1 .• . . 1P., 2x4 lumber are located in the upper* third of the not less than 24 inches(610 mm)inside the exterior wall �.• (;Z) f 4. STtt R- 7;.!T-1�Pr�r-'" • 'SI.hIPSON'PD44 FOR 4X4 POST _ . -. �," attic attic space and attached to rafters in accordance line of the building.On roofs with slope equal to or greater --- -- �- -•--"--• ---•---- - - •, + Sit 'SIMPSON'PB66 FOR 6X6 POST 11 with Table A-3.6. than 8 units vertical in 12 units horizontal,the ice barrier rIx .• -� r. . -- _ .-, s ,. Ili' .-- - --�. shall also be applied not less than 36 inches(914 moi)mea- ! z; -- ^--- - -- -- -- . .' •, sured along the roof slope from the'cave edge of the build- I �- ,� GE I ASPHALT'ROOF SHINGLES(NAILING 8905.2.5& ung ' --- - - . I ' POURED CONCRETE FOOTING _ ._J. 24"1 Y."WIDE 20 GA.METAL,STRAP ATTACHMENT R905.2.G OVER. - )� --- • SEE TABLEA-3.6 WFCM FOR NAILING - ) G'P!i � , I 1) a ac IQ PL.QrJ� 1. . REQUIREMENTS. . I5#FELT(8905.1.1)OVER'/:"CDX PLYWOOD 2?<I C:p � Z---► - 0, . SHEATHING OVER RAFTERS @ 16"O.C.(SEE PLANS F:U_,'4 Joisr5 X >, "Ia1:'rs HURRICANE STRAP - H7Z FOR SIZE);2"X4"COLLAR TIES @ 32"O.C.;CEILING ' o- N k ; • Il 16 Oe,. . 'SIIIIPSON'HURRICANE TIE OR f%." I JOISTS @ 16"O.C: (SEE PLANS);R=3Q INSULATION;' "� � - v '7'' . .Czco6"r.Jrvtnt'¢ �E,�; _. - PORCH/DECK DET L 20 GA.GALV.STRAPPING ' PROVIDE 1"AIR SPACE;INSTALL ICE BARRIER. u I:,•• cs.,� . . NN -As-;r%-31C+ ,'L,Ai•`r"'� . . _ 1. - 8905.L2.--__ ---- .... r ��_zo I� ._ -�.. ._._., .. 2"X VENTED BLOCKING Q - /IPF tN-G' Ga/� c� ��- ._ WALL to WALL ASSEMBLY - -" �"'_'METAL GUTTER OVER FASCIA-- . ' a WFCNI 3.2.2.3 CONTINUOUS 2"VENTING SOFFIT. pp N SIDING OVER HOUSE WRAP OVER FOAM INSULATION ry �� G�aK1� - �_•. - l� �� . ' OVER'/?CDX PLYWOOD&/OR%,"OSB SI[EATHI �� T . t� � t � OVER 2"x4"WOOD STUDS 'C�1l"o.c. 2R f g /✓4riv: F(c�(�L�/ �s� >K ��`' S I I, AP I>Z . ` • 1 (2)2nX "TOP PLATE - -- V , ( �,vI4 e•C. /Q Pao rte_. e�,�t t t 6�7 l I !I - , 1 1/4"WIDE 20 GA.METAL STRAP @ 16"O.C. t 1111 i( .. - . , .• •, i, 17 4T*-_- i 0$eJS .T%/�� . S " ' " STRQNO-TIE AC 2X4 CONTINUOUS I .11 _5V I 4, �.X eo J • i - , . -, U 1 _ -- ` �6•C /�„ �,�P I Sl vIPSON I STUD WALL N BEARING BLOCK ; 4I �'�"a¢.. ° I SIivipp. * ./% _ i .__.-- - IL �__- - .-, -. 1 •----- snr.rr:a;Te ft- , .. NEW FLOORJOIST. ' DE+TAIL WIiI:RE NEW SECOND I _ .� --Q ?, - - I, _� _ I FLO°JR JOISTS ARE INSTALLED - -"�"- -`�" ,L.�'`14' POST C'C,! r .TION -- - v F..ITs - 'SI1p1PSOIT STRONG TIE AG ABOVE EXISTING CEILING. ( .t t ' ' 'SI)1H' ©N',STRUNG TIE Ill . EXISTING CEILING JOIST. • - . . -- - -- ` 7 � t=o.0..v �21. 'l r � I �. �'' �'!/��" . DI. ANCIIOR B . . 00- Gc 1=�57'�-y- �__. Ito � - W/MZN. 7"�EMBEDME'NT 1'/a"WIDE 20 GA GALV.STRAPPING �q / . (EACH STUD)MIN: 12"BEARING ON ' M �/ ' V"I^I�.,-/ "• . I.- �. _x`17 'tom' 6 . PAOvMF)O1sr FRAMING. L.F�__%Aft P-- I'�' r �- ' IIAIIGERS AT .. . . . , il INTERIOR "1001ST 70 , � 1 F � � - . et o - CANTILEVER •1 c f- I .. STUD TO STUD �x 3O =i$' Q ? CONNECTION - --.....-_ _ F© R=,3G. N o �?� 1 �TtrJ , rtG. , 1 r a. ll Va+'GFG �"--C1L..Ir1t?`^� . ,t': I. ':_' . ....� IiIi t..c,. �r.li:T 1rJ ' INSTALL FIREBLOCKING(302.11) J' _-- --// - ,,--" a/ v��) 1 R 1"SINSULATION, . II. 11 y I C, '/:"GYPSUM WALL BOARD. =---'`'" j ac 8 oC ,c - I I �OT DAUL I I - :�Jrz�F-"� *SLAB ON GRADE - . .. I '14"PLYWOOD SUB-FLOOR SHEATHING OVER 'SIMPSON'STRONG TIE ADA44 OR 66. FLOOR JOISTS Cal 1fi O.C.(SEE FLOOR P.LANS).. ti -1 � 4"CONCRETE SLAB REINFORCED 1V/fr61D101VfLllF ll WIRE FABRIC OVER ' Embed 112"dia. gafv.bolt 7"info concrete.' e G MIL VAPOR BARRIER OVER COAIFAC'1'i:D FILL. ATG. F'.'PITC 4 I O WALL ASSEMBLY . :, OVERHEAD DOOR. AT PORCH,' "` ' To FOUNDATION ACQ(2)2"X6"SILL SECURED TO 8" ` ' I. J _-•"�'_- - - •- . ' ' . �M-I ... _.T.._._: . ._ M. Qp M -� 6*112 . WFCM 3.2.2.3 POURED CONCRETE FOUNDATION WALL&/OR T ' . -..-.. . � '�^ - INa . - RH (� I a 8",CONCRETE BLOCK(TOP 2 COURSES FILLED ", \ I 1�-''-' -�-� - " - r �1 1 1 a N SOLID WICONCRETE& 15"MIN.ANCHOR BOLI R 157 Pt dTE - s EMBEDMENT)FOUNDATION WALL W/5/8"AIA. R Z'3s• 3 F XT�•I31 CVP, , � ►r...� j� ,_11z It..7- 'vou13 I-2, I . ANCHOR BOLTS W/NUTS&3"WASHERS Qa. 45"O.C. 1-c9' (��'r? \V ;ze L [ 4 r R t • nlNlnuti II ANCHOR BOLTS MUST HAVE.MIN. 7"EMBEDMENT. I ® N t •" s�h . elm_ ..RL! I I_ ANCHOR BOLTS ARE TO BE PLACED W ITHIN 12" �� 1 .9 1 Z-"7 ( ' . ' ,.r. . FROM ANY CORNER&6"TO 12"FROM THE END ' �K 3�r IR"ROP M `' A�,i'; OF EACH PLATE SECTION. -.._ -.-- -- - - _ - -- _.. - REAUIRED I'q�- FIN I P-,<le'T- n INSTALL SILL SEALER&TERMITE SHIELD. 1. !`._._. -- - __ __ _ �t✓ = FOR ETU 112 q ' 1 POURED CONCRETE FOOTING,KEYWAY& �y 1j4f7t�Q �I ,� f ./ - (2)#4 REBAR. R=10 RIGID INSULATION tai t :� �r ' n . . PERIMETER SLAB ON GRADE. d .. �I�' GPS-"rarTF ��--•--- �� + -- 1 1 e I i 's: I"""'"' N /�/ '^.-. 1 I c�7 t-V V �'=^iQ� � �,//6 t ti r i p n P ! WHERE NEW& EXISTING FUUDATIOS MEET, P couP1 ;Nut--=- ,. .. ,• , INSTALL#4 EPDXY COATED STUB BARS,I4"LONG r a �" �''?C 1S'I"�.,.I G; -,,Q:��rYlr��f,� >r' t;: 1J *•17 •�, WITH MIN.7"EMBEDMENT. ,�r`` 1i r Y .t R"DIED ROD' ' I '•' 'P r FINISHED GRADE!., iiv� j �� I J` nlNlrtun �' a' a ..-... _ - ------_...__. . .... . �` 6I r�•'®' � FOUNDATION WATERPROOFING(8401). >; � :'-:.._.._ _ r t" _:M r... 11, il . of , Ill _. . �r1. w` bI6TAIJ� e� , 1ffid INIt plr> - BASEMENT 4",CONCRETE SLAB,REINFORCED a��a DIaTa. I . . , " J rt W/661010 WELDED WIRE FABRIC OVER 6 MIL VAPOR END WALL (2)5/8 DIA•.MOLTS t • TALL 1J . ' BARRIER OVER COMPACTED FILL. ; CORNERSTUDS ' (TOP&BOTTOM) - . � .� C 1 - . . . ' . t., I . : . . ' _.. " I •CRIPPLE STUDS -� . , CRAWLSPACE - 2"CONCRETE SLAB. .._.. -` . 11 i . . _ . . . I! . 5/8"AIA T ABED - I I/4"MIN,20 GAt30E. I 'o . COIL STRAP 1 , SEE P'AN FOR N ROA W/w HEj15&NU I IEALER SIZE' � . . . % !•!Q1 !; . � . I . 11 5/8"BOLT "' - ,.--: i, % . 1. _. • - f r. .. ,. , F r 2Z4 STUDS FRAb1:OPENING FOR .rt --^ ._ I -. -- --.... _- t `t -�� A .�� .' NEW V fNIX)W OR - t ` 'SIMPSON' SB �. I E):rE'IORDOOR . p ��. .'✓1 . i IIOJi.DOWN I _. -- ' C'JI�/ I T-''/ #•-f, <=11 ,�. 9 •• _ SLAB ON GRADE -,' { u i 0 ,• Jo � 1 X P. f' t 'r• N �� 0 4"CONCRETE SLAB REINFORCED W/661010 WELDED 1VIRE FABRIC OVER S1MPS N'STRONG TIE LSU�6-2J(6' SIMFSO TIE IIRC22 y - R= LL' ' 1 6 MIL VAPOR BARRIER OVER COMPACTED FILL. A'[GARAGE,PITCH 4"TO 1 15SU2 -2X8,2X)0,2XIZ . �.X©''. 1"t...F 7' L..A G,l¢t~"F.�.I -z -r- G '.'. ' OVERHEAD DOOR. AT PORCH,DROP T.O.SLAB 4"BELOW FINISIIL'D FLOOR. . ' wrom . t_; h' , ..___.,_7.. -- l.� N ... . . _.. . 'i k44 ,r�` D��/�C<-6 RAY DONER1 ARCHITECT DRAWING.NO: TYPICAL WALL SECTION . ;�_ _ II1Z JOIST 1 �� _ 11 » ;,. _.. - - 1:r= 2� ,� ARCHITECTURAL DESIGN! & DETAILS /2 - 1 -0 '�"ssTB 12" • 11)x' P INTERIOR DEGIGN �-' . • - (REPRESE 'i' )H 1. ANCHORB LT - t1 r " ' * PLANNING&DEVELOPMENT DATE: - 1 '/."WIDE 20 GA,GALV.STRAPPIIVG ' AT cA'rl1cu11A1.S I RESIDENTIAL-COMMERCIAL-INDUSTRIAL Z �• . . _�„�_;_ �;., ` FOUNDATION WALL (EACH STUD)A,II➢J;12"BRAKING ON 11 l,1 -,Ir_.1-� 95 RICHMOND AVENUEREVISIONS: r�.�; -2 t 'SiMPSON' TRONG TIE LSU26 2X6 rt 16"O C �' 1SCITE:Felt AI_L�MLfTAL.'4 `� -'- LSSU28-2t8,2X1(1,2X12 LSTAIS W/(�)gd CO MON. . - ,((,� ` t. -- - FRAns>rrc. 1 •--.-- ...__..._ - ,I' 024 �� S. AMITYVILLE, NEW YORK.111701 ' - Z,� ' I L'S4�1___I1ArIrA & •• ^`4 t NAILS LD ATED A'I'GACA END OF STRAP. �9 'VO O� t t ANIIF.•SPIE, -R.FOR R alk�tNr.TO MI!ELT f�oD I ' �. ^ I , - I), (Both slral,Ing R LSSU me llegd©Callil�i§Imclural T� �0 (631)691-17113 FAX_(631)691-1718 �!� ' ""' - •r• L Illc(ge, Nal ti per Manuf.Space. 11/4"Metal 20 ga, /Z-.C-Zd - / -�r� &N p �f N O -- -� 1 7 J'UI MAM, SIMPSON STiZONG TIE LU528 if OM STRONG-TIE HCI'. 5treppingesiper Sec,3.4. EMAIL:. kPA.RQH.ITEGT@YAHQ Q,QQM 6.�s'-Z/ . -10 FOQDATIOrL (NTS). .�.4.'.�.gLr4.- (NTS) S. . .. - ' ) . _ u C ��M . -_.--.-- - - --- -__ . __ ' --- - I - - - ____7 I . . . .....,,--i•r�•s . - . - - - Se-oNn 4C6 RDN R1wa - CONTIN000SRIUCEPENTi/OR Flgun 3.10b Ridge Board and Ceiling lett OeWll PouND 1WPPIIpoewGFwo Arw vaISULT FnEPtwcls r/ a n' "'Eye CONLE TINUO TS WOR DGEVMETAL ROOF Arno TOn••Y r^.vl.r.xm n<muew s awrt.[a'+s �, - Rld aBea+d eaAl CWuwu•M,w••Y lmrak.d+mvvN1^F nkkwaka4 emd ,.A YrVENT U IF O R SUED ROOF. _ g wkmk haYgdr+r• .xokeanmadaa, Pxu. Rnwprr J,a b.xMk wwe wrea:.L �la rnv.r 4wd m • ,,,pw ..,�a..nPoM.+r:+em rdxW=kw,v qa,.. Y,ae wnl,tR I2T.T+" w w w e"°iw+"m • � m. N "I., (Celle,Beam) uw OmnbJ....rerMll to e•mpprxfd nam ee ktle x l3exa+J<.Wm Nu,d,<+o-nJm a(•vmmvd ,a"t RIA,'I OVERFRMtE RAFTER Raltx 0..'.'Mxppe,0,11d of d(gdw,wdo.fawmtW@161mm(IDam)kivwow ,ply+q,ri R.:•nnxe h.m:amr+wl,l, SW.ntnW Savtead na S,Eart_1 eltapaw71ue 128.1) rd0.4awim Mv.ruwfabad ptic Muwry w:l+ 0.1 i1'a a31-. sly3r'd 31 Sa,.cm ePc 3^X FLAT VALLEY SECUNEU lYl 6ACD JeB h••adkn Yrn'Alrb 93 a.a _ m.kwfka r6eh=.uM1<+•wa,.n 6<dr SIuP 19 t• W I Olil ! MgrM. - Pp6rwae serol- u.Tnew•rslns:b+a=e �M•nmuNln LwW _ awy a[ JU lr+mrp of n a RAFTER WJ(3)16D NABS.INSTALL 1 1/1^ --__ xr al.n.[,tl+i�J, r^u [ ••<.. 5 !1'�. L J7 s,.pk-2)ii Sup4l�ri arzrlry , •C•-•••F'P�^-^'. u,e. ° naL+bl:u tran4 a.nwlm,Yun eo•plr•In UL 1613.,_ X 21.30 GA.METAL SCRAP(�RAFTER aexdva w�war,M+Ww6,p: - 0.320'ew•I µmu drhlw OI3F I rM1a fnaruas neY aDAr. TO RAFTER x.71n•,a„m muine' FwerOn TRI(sr112W 3a' )""" y'I l-bmu aa]1i' w ¢" �Mxe3rson• Llue�am +nux Ywdn D/trr'1 d.usne D,tOil LbnuF F+ury buiR dnm+r•. 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R)AL 3olsr - _ 1 �p-1� 6� RAY DONER•ARCHITECT' - DRAWINGNO: TYNCALWALl,SECTION r-. - A. � '� `T" .S P �t ARCHITECTURALDES IGN -4--r-5; ,1 WSSTR u• -- 11('('LR I Rlur r V_ * nwN w�R-Eioeaier+i DATE: ' R(DF.TA TT_S - ''/,"=1'-0" ANmo¢go3,T :��.• �� -wwel�.T` A epr`, (REeIt6;}1 ID Ik 1 - - %•WmuF CA enL¢sTRnre3Nc ' - sIa orr6rwxp Rat]uxev[ne le-D.c c '" FEslpeNrrwL-epmn+eDcuL-wousrwwl- - 2Z-Zo ,PODNpAT3pN WALT, (eAC¢SMo) I3•B;.MG ON , E10,y211x CSTAI,W )aJCIXAMON x 95 RICHMOND AVENUE :. v� m 3P .1, d .� REVISIONS: -4-- NOTE _L f--Z NOTE•IRIRAiJ AIFTAI'S IMPiGN•IIANGARC 1 nETAN.- R.SAmNC ) ( -" -G'Arpn�E DOY sinev. I9 O OZ480 Q` S.AMITYVILLE.NEW YORUI 11701 ZO RRE eNAUIR:_sprceFOn n; s.^ su:�nw®c.IMws,a.=1..e l .(O 5-!S- rORNER. IQl"A7(INC:TOhmgcoOy R(1LDOWN-V,'A).i. T I r' 1(111NT HANGAR •, QNh:a P(.AT� ,nk•N•r p.t3^wr cP"•.I yr mn.l son FpF-NElpj (631)691-1718 FAx(631)691-1718 =-s_2o ee„"lll�� j0FD -CA'llUN (NI-j. __s slwNa+!E Lp,� h :rnow-rrelly .y,,,ppti sa xx eMA14 RQARCHITECT@YAti00.CQM 6,/t•7,! Pf A.fP.ITTh FRA91UdCi suRsolr TO FULTNA'I1VN_- (NIS). j'O 11'A f,l._-(MSS ('l)Nh'F.(TI)NS IOP.NINA .-_ - -Z/ ----- + 4. Ink : W c::; - - -- - _ _ • • �� mom— _ f l - nT"_� •tet• . G 3 t� -r - L-I7 c � �,,.-..�,-trww..-.:,,«,.:..n,,..,:.�..� � � �.4'A*^rl+�'''T►^-•J 6�� Fi7C.'t'�(wI'�'e' '�``✓ .. 1 ..�.. .: .. ..... r 1 r -pp ED AqC i 5� p N, RAY DONER ARCHITECT DRA'OG NO: �! 1 ,��°'�l.aA'�"1►,�gym. 24 ,� �I ARCHITECTURAL DESIGN' 3 .!✓ t" :'t:: *•�ie�:Ttor`l 1 --� TRIAL INTERIOR DESIGN DA's" PLANNING&DEVELOPMENT ;,� Z 0 RESIDENTIAL-COMMERCIAL-INDUS jEVISIONS: 95 RICHMOND AVENUE ' `PqJ 0 0243�� S. AMITYVILLE, NEW YORKI1701 -�.�-. �' •, FOf NOy (631)691-1718 FAX (631)691-1718 :. !�'S�2d• EMAIL; RDAttCHLLTEGT�YAHQ9.GQM r . - . . . . .. . :..• auasserw.." .. .. ,..- ... I. STATEMENT:. _ A ..-.--.-.•... c" --J. w ,»;% . ODE COMPLIANCES m r..:..__;:.., tx.:F�x. ,�" E ERGY . __,... Wit+ T E UNDER IGNED NEW YORK STATE REGISTERED ARCHITECT STATES TOT HEI BEST OF MY 1KNOWLEDGE, NON E W TH THE "'r'' I. ice'°M[ 4, CONTINUOUS BEAD ATTIC INSULATION BELIEF,AND PROFESSIONALJUDGEMENT,THESEPLANSAND'SPECIFICATIONSIAREIN OFSEALANi ATTIC FLOOR FRAMING q r " ,�,: Ceiling drywaA lapel �''' , " Urtwnll ctl'V+h ed,glued of `."a; ;_ ,r r i ,d l K 2 16 NYSEG C AND THE 2017 NYSECCC SUPPLEMENT. to wall drywall, . . gaokolcd to top ofolo I1" ` wi'';>.;_, - _ RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" 1 `taui:�: CONTINUOUS BEAU COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE q Exlarior ahoalhin caulked, p,,r R ?i i4' 't OF SEALnNT -- I n'yw°II°""1ktK1'011'"`'1 I' uc or oakoior�to to aro t " '':'t'i- sa b ,5 _ _- _ SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED ENERGY ENERAL NOTES: - nr _ gnakntnd In Imp pintat gt d 0 PPI ,I ', ► a4''lr t$ - CONT INUOUS MINIMAL :.,., - _ - Y WITH THE LATEST NV(SECCC. pit Y `"'''""'' i"i }�' ` << I s''Pr a1' Y EXPAiipINGFOAMAT 1); ALL CON TRUCTION SHALL COMPS ""'` : r °'"�' ' � i•' �' k'- 'CEILING GYPSUM BOARD l •V all caulked. lued -0''e',rt' w `J'� ,7:ir;','a.t:; cr HIE BUILDER AND MOUNTED ON A WALL WHERE '�" g T,c{rdorseeledjointsln '' '' i'' S WINDOWPERIMETER TE SHALL BE COMPLETED BY T of 9hokotbd tb bottom 01010 exlenor sheathing- x °' f t ,x,;+ ' ' ASAIRBARRIER 2). A PERMAN ENT CERTIFICATE I l3tanchstts .ells 0rnajo!nts :,,F,+ n l t. i xi.0 T's..5rM1„.i':' CERTIFICATE COMPLY WITH IRC N1101.14. poUoritplaleaaulk+tdor h:,tUdrx r ,i6ca►, i^;',$t'l'i'v C a. ;,j OFSEACONTINIJUUSBEAD THE FURNAdE IS LOCATED-CERTI -- E_ r'; ,'.-''' gaskeled to sublloo f t !.'i?i°`,` of sEnlrlNT 1. SULATED WITH R=8 FOR 3"OR GREATER DIAMETERS Olued l7r gmkrrlaml In Ixdirxn I,lahl 3 . THE SUPPLY AND RETURN DUCTS IN ATTIC TO BE IN ''i';`r�'''""`` �' f CONTINUOUS BEAD Subgoor glued,caulked or easkplvif "Tr .,r.0-;t J;. 4P QF SEALANT AND R=6 FOR DUCTS LESS THAN 3 IN DIAMETER. . . to Itnn lntsuilm ckislire AIR SEALING-DUCTWORK JOINS *''�,' l 4` 1 - ''•x'jy"k't'.t "• ( 5 CONTINUOUS MINIMAL -Rlnt Iolcvllm clocurp c0utk6d or '' Duct Nlaslic UL 381 roil Tape I)iily y; " WINDOW UNIT AS % 4). DUCTS,AIR HANDLERS AND FILTER BOXES TO BE SEALED. % 0cketpd tato .. ._ . p cure , EXPATIUNG FOAM AT L SYSTEM PIPING WITH R=3(MINIIMUM). AIR BARRIER WINDOWPERIMETER Drywall caulked.glbad or MECHANICAL LATCH TO PRESSURE . • 5). INSULATE MECHANICA - Exlorlor ohnalhin caulked. CONTINUOUS FAIR BARRIER SHALL BE INSTALLED IN THE ENTIRE gtaakelodly topp)ola Q CONTINUOUS MINIMAL SEAL AT WEATHERSTRIPPING 6). AIR BARRIER AND THERMAL BARRIER A CONT - t glued or goakplod t0 top prate Cantilevered Flaor i EXPANOIiJGFQAMAT BUILDING ENVELOPE. BREAKS AND/OR JOINTS IN SAID AIR BARRIER TO BE SEALED. T�or s eitilil,ov0f j01nU1i WINDOW PERIMETER ezteiior s ealidng �� ° Cantilevered floors are air sealed,and hisulated at CONTINUOUS BEAD . Q 7). WINDOWS,SKYLIGHTS AND DOORS-ANY SPACE BETWEEN WINDOW AND/OR DOORJAMBS AND i,',.ISF'y," OF SEALANT . Ta larhnrtlerl'olnlAIn irV perLnetei'orjoist trai7sltions WINDOWUNITAS FRAMING TO BE SEALED. r axlariorn n0lhin "''^'"' OFADIICONTINUQUSBEAD 0rr,vaU caulked,q�ued 6i 0• r.",hi AIR BARRIER O MANUFACTURED PULL DOWN STAIR j,tl),"i Cantilevered floors,second-story bump-out's,and bay windows OFADHESNE 8 . SHAFTS-DUCT SHAFTS,UTILITY PENETRATIONS OPENING TO THE EXTERIOR OR UNCONDITIONED SPAC• gackatodlobouomplalo ;? CONTINUOUSBEAD ,,,,, ! CONTINUOUS MINIMAL Hftllirnt plain rnittkncl of °f:I! are another area In the home that often lacks proper air sealing. OF SEALANT E.xlengr.shealhing caulked, ;',�r;,fi EXPnNUIiTGFOnMAT i,,,�lr 9asgptate sealed TO BE SEALED. glued or gaskelbd to boltonl p ole ,',m k. to sublioor The floor cavity trust be filled With Insulation with good . gnSknlnd In M.6111onr' a s c e e WI E SPACE AND ANY CONDITIONED ` ' ,i. I I'"" aligmm� nt(i.e. that t completely tely touching)the undersid of NDOWPERIME. /� . GARAGE SEPARATION-INSTALL AIR SEALING BETWEENI THE GARAGE ` '" u "t"'' a " "'' °° V . 9) •Sul) glultd,cuulkvd w yuskvlvkl ::''' t• r r ,'t tp„r„f, the floor.The interior and exterior sheathing needs to be sealed i -+::'s. ' Ir9siilafiTi i'i',tbTi Iyy,,�i ill i i'' i CONLNUOUSBEnD ler rim tsl4'n.n clusur@ ' ;_ Igill ': at the framing edges.Blocking between floor Jolsis should form SPACES. I". e 'I'.ESij�'cE;iVil#ser ritloF''r it3a,)I.s:t� OF SEALANT ° . Rlotluisb'tilli-doaurxcoutko . 8xteriofsheau>irgoaulx d T;i,.`. CONTINUDUSBEAD ','.;.,f;.,,., jN.. .•�• a consistent air battler between the cantilever and the rest . - CESSED LIGHTING,FIXTURES 1fHATARE INSTALLED IN THE BUILDING THERMAL nr 0atakelarl teals 1TIn1a glued or askgled Io sDI p ale :,• --10). RECESS D LIGHTING RE >> ° igcklnii tietweenJolsts, `',,' �'s;`• of the house:Continuous sheathing,such as Insulating foam OFADNESIVE AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR ' AIR TIGHT IC RATED AND SEALED TO THE:DRYWALL. v ide of the cantile and be - • -- --'---• -'----------'- - -- - ""' ENVELOPE TO BE ••re } £'';°, 'fled at perlrnet. 71,d4g.- sheathing,should co er the unders vera CONTINLIpUSBEAD i'r1i:,: 1' i'x:trp,,;: Sill plotq Incensed over shI gasket ,yf, r.?.j': ;;,x;;11::;:,, •} u t'F} CONTINUOUS BEAD : . 5dl prate lnatallad over c71t gail[ot ri :``'';' "' ?�l'b+ OF EALANT OF SEALANT DRAWING. ,1k,!,;_ i'fy 'r r':';":r'' " f" air sealed at the edges with caulk. IR SEALING NOTES AND DETAILS THIS DRA k, j. T:<>, _!Y t1" . 5 • SEE OTHER A �'•Pa:.,:;:.,r:;;k;. , .: . Noie:shaded components doAlgnala 1 '•"B , "i;" t;�'i.' _ ____ Nolo:ahodcd Com menta deet malt 1 r ,,_ a g ,- _____ po g t r,;,/ t,,l;i4%t , taw: lf; R,; Figure it.Block and air seat both the floor-to upper wall Junction and the floor- CONTINUOUS SILL SEALER Dir Ilaw retgrdof system air fOYr retarder a clpm • Jj, I'" l 'n r •:1 ' . T Y y itT,rs? i zPr:.` ,. ..)i'zi. r°-lower well function. \j/,�j :FULLWIDTH OF MUDSIIL . TA6LE 8402.1.2 • FOUflDATIONWALLAS ROOF SKYLIGHT "' EXPANDING FOAM SEALANT . R402.2.3 Eave baffle. For tut'-permeable insulations ill , . INSULATION AND FENESTnATION REQUIREMENTS BY COMPONENT•: Air. Barrier and Thermal Barrier Aiiontnent %%�; AIR BARRIER ' VCllted flUICa,a baffle shall be installed adjacent to soffit - GLAZEO .WOOD MASS aASEL1F.NT' stA9'• enawL RgQ1:4.I 13u1lding thermal envelupe ''-ROOF RAFTER ' r CEILINo FLOOR SPACE' \�� \\ '', .�'. a or •:. I. WALL MALL Wfi l R-VALUE L �;\�4 CONCRETE SLAB AS .-'� RIGID INSULATION Baffle shall maintain an opening equ 1 j ATIE FENESTRATION SKYL FENES7nATION FNAME A R-VALUE WA L Sour Building Science Corpo,atitan The building thel'mal envelopb sh3l/comply with Sections R402.4.1.7 and 8402.4.1.2. The sealing , I� e and ea'vevents. B CLM m-VALUE R-VALUE' R-VALUE Ik OEP,TH !T_VALUE Envelope Air Sealing ___ -._... D _ ZONE ' U-FACTOR' - LL BHOC'•' A-VALUE \ , e NRBARRIER CONTiiJUUUSBEA ,�''. ,.�-~' R VALUE THICKNESS PER CLIMATE ; greater than the size of,the vent. The baffle shall extend t. rn OF SE T . . et/rods beti.veen dissilnllar materials shall allow for differential expansion and contraction. �� , e e hIAN / r i over the top of the attic insulation.The baffle shall be per- NR 0.75 U.25 30 l3 3/4 13 U 0 0 ---�-- --(' -- -----_ -- _. ZF . ' initted to be any'solid material.,' 1 it 0 0•, / . 2 p_tip 0.65 . 0.25. 38. 13 4/6 13. \ 4 ecesa ltatcties and doord.Access doors from 55 0.25 38 2D or Al5' 8/13. 19 5113' 0 5113 \ `/ A 0 �, e a e a e /��/�� %;�/ CONCEPTUALAIR SEALING STRATEGY// r''' .ri '` '� J ' 8402 2 '3 '0,35 .conditioned spaces to unconditioned spaces such as attics �\\, �.ti weatherstri ed end insulated[o `. , UPPER WALL SECTION EXPANDING FOAM SEALANT and crawl spaces shall be pp Foist: 1 boot=3o4t8,mrtr \ a %\ '\��;',:"�i __ 'rte the slitd i nut d t a. R-values are mininwn�s,U-factors and SHGC are maximums. When insul'etiott is installed in a cavity which la less Uten d,e inbel or design lhtckness of the ,,' i• i ♦ /'\1 �`.:' a level equivalent to the insulation on g \ \� �� C f �� , �\ ` .• y Access shall be reviled to all equipment that pro=, ihsuleliion,the installed R-value of aha insulation hlaltTl a SHGC column pplies to all glazed felneslrat on.Exception:Skylights may bdexcluded from glazed CONCEPTUALAIR SEALING STRATEGY// �' CONTINUOUS BEAD faces.A P 'ii vents damaging or compressing the Insulation. A wood- b•,Tire f nest(don SHGC requirements In climate zti t e I through 3 whete the SHGC for such skylights does not exceed 0.30. LOWER WALL SECTION - •_- '~� ' OF SEALANT ' . framed bf equivalent baffle or retainer is'required to be c."15119'"mems R-15 continuous lnst hrdon on the interior or exterior of lite home or R-19 ca6tly insulation al the interior the Cie basement wall"ISr19"shall Generated b RES cheek Web Software provided when loose-fill insulation ill installed, the pur- ' I be pemm�ted to be met with R-13 cavhy Insulation on,the htl6rlor of aha basement wall plus R•5 continuous insulation on Int hrierior or,exlerior, of the hotite. ole of which is to prevent the loose-fill Insulation froth "10113"'means R-10 continuous inapt otion on the Interior or extetior of the home or R-13 cavity Insulation at the interior of aha basement well. ■ . ,�l pilling iittq the living space when tine attic acCCSS IS d.R-5 shall be added to the required slab edge R-Values for beaked slabs,insulation depth shall be,lhe depth of the footing. .2 i•et,whlchbvu is less in Climate Compliance C e rt i ■ 'c a-te 10'ened;and to piovide a permanent means of maintaining'• Zoites It through 3 for heated slabs. / INSTALL SHEATHING AT ATTIC the installed R-value of the loose-611 msulatjon.. d There acre no SHGC requirements In the Mm Ina Zone. '" SIDE OF SKYLIGHT SHAFT f. Basemrent wall insulation is not required In worm-humid locations ea defined by Figure 8301.1 eitd Table 8301.1. .. R4d2,4 Air` lealiage (Mandatory).' The building iheintal . g.Or Insudadl n sufficient to fill the flaming cavity,R-19 minimutri.' . create a shall be constructed to limit air leakage in eccor,� h.The first value is cavity insulation,the second value Is continuous insulation,so"13+5"means R•13 coolly insulation plus R•5 continuous htsulatimn. dance with the requirements'of Sections 8402.4.1 through, I. The second fl-value applies when more titin half the Insulation is oglbe Interior of the mess wall. SKYLIGHT SHAFT CAVITY IIJSULAIION R4 Ce .J. - k TABLE 8402.1,4 Project ADDITION 8402.4.1 Building thermal envelope.The building titer= EQUIVALENT U•FACTORS'. CONTINUOUS BEAD ATTIC INSULATION -"°'anal envelope shall Comply with Sections R402:4.1,,1 and__. • -_ FRAME , MASS WALL FLOOR 13.WALL T CRAWL OFSEhWJT _ 12402.4.1..The Sealing methods between dissimilar mate- CLIRYIATE ` FENESTRATION SKYLIGHT CEILING WALL • U-FACTOR' U-FACTOR WALL, SPACE WALL Energy Code: ZU18 IECC GYPSUM BOARD LINER -' ZONE U-FACTOR UFACTOn U-FACTOR U{ACTOR U-FACTOR U-FACTOR rials shall allow lOr differential expansion eud contraodon...• Location: Greenport. New York 1 0.50 0,75 0.035 0.084 0.19? 0.064 0. 60 0.477 Construction Type: Single-family . 8402.4.1.1 lnstallat{ori.Tlih components of the build. 2. •. 0.40 0.65 0.030 0.084 • 0.165 0.064 , 0.360 0.477 irtg tliernral erivelope as listed in Table 8402.4.1.1 shall . F Project Type: Addition be installed,in accordance with 'tire manufacturer's . 3 0.35 0.55 0.030, 0.060 : 0.098• 0.047 D.091 0.136 Climate Zone: 4 (5572 HDD) I and the criteria listed in Table R402.4.1:1'," e. Nonfenestrallon U-factors shall he obtelned front irteasbremetit;cnleu!utltnt or in,approved source. Permit Date' -PREFABfIREPUCEUNIT ` as applicable to the Method of construction: Where b when more than Rolf the insuledon to ori the liiterior,tine mass wali U-factors shall be a maximum of o.17 In Climate Zone I,0.14 in Climate Zone 2,0.1. in required by the code dicial, sit approved third patty, Whenie Zona 3,0.087 in Climate Zone. except Msrhne,0.065 ht Climate ZOfi - end Marine 4,and o.osT in cr I. zones throu. a. Permit Number' INSULATED EXTERIOR shall inspect all components and verify compliance: c. Betclin emenl wall U Ceclor of 0.3601n worm-humid Iocallons as defined by Figure 8301:1 and Table 8301.1. _- -- STUD fit - -.-- . `-- Construction Site: Owner/Agent: Designer/Contractor; R402.4.2 Fireplaces. New wood-btlining fireplaces'shalf . TABLE 8402.4.1.7 - -' ---' --- - '----- -_----------_-__-_ • sINSTALLINiERIORSHEATIIING A GAT SKYLIG T SHAFT have tight-fitting flue dampers of doors,and outdoor com- ; AIR 6AnniER AND INSULATION INSTALLATION PRIOR TO INSTALLATION OF busdon air, Where USing• tight-fitting doors Oh factory= COMPONENT AIR SARnIEFI CRITERIA INSULATIOi;: TSF ALLA710N CnlTERI PREFAB FIREPLACE UNIT built fireplaces•listed and labeled in accordance with UL A i;ontimaous cir barrier shall bo installed in the tested and listed lot the fireplace.' ' building envelope. / 127,the doors shall bet Air-permeable instarion shell not be used as a MSTALISOLIOBIOCKIIJG MnNUFACiURED THIN• " t ti ht-fittin doors on masbnry fireplaces,the Genual requirements The exterior thermal envelope cohtaihs a continuous EXPANDING FOAM SEALAtl1 '' CONTINUOUS BEAD OF SEALANT Where nsn g g, g , q . sealing material. _ doors shall ba lifted and labeled in accordance with Ul.t,, air barrier. . , i:.:,,, ;is, s:,,•: ., 1L=1 I AROUND PROFILEATTIC ii - :: ,� VENTEDIURSPACE CONTINUOUS BEADOFADNESIVE BLOCKING EACH BAY VENTILATION BAFFLE i / CONTINUOUS BEAD 1 Breaks orjoints in the air barrier shall be.scaled. Complt nee: 0.7%Better Than Code Maximum UA: 281 Your UA: 279 Maximum SHGC: 0.40 Your Sl:c,�: 0.30 i ATTIC INSULATION 907. - -' (FULL WID111) OF SEALANT 11462.4.5 Recessed lighting.'Recessed.luminaires installed. The air barrier ill any dropped ceiling/soffit strati be The%Be ter or Worse Than Code Index reflects haw close to compliance the house is based on code trade-off rules. '� aligned with the insulation and any gaps in tine air - The tnsulatlon lit sty dropped ceiling/soffit shall It DOES NOT provide an estimate of energy use or cast relative to a minimum-code home. f 4 . id the build ng therntal erivelope shall be sealed to limit air barrier shall be sealed. - . leakige between conditioned and unconditioned spaces.All Ceiling/attic' Access openings,drop down stairs or knee wall door's be with Ile sit bar itir. . aligned ' recessed luminaires shall be.IC-rated and labeled as having•- to unconditioned attic spaces shall be healed. ', 1 . - --- FLOOR TRUSS an air leakage rate not mora than 2.b cfm(0.944 Us)When Cavities within Corners and headers of D ante E FTVe I O e ASS a F11 h I I eS tested in accordatice with ASTM B 283 at a 1.57 psf(75 Pa): . The junction of We foundation and sill plate shrill be walls shall be insulated by completely filling the -WOOD FRMdE /I 11 ° pressure differefltial.All recessed luminaires shall be.sealed . sealed. cavity Willi a material having a thermal resistance ROORASSEMBIY, is' ASSEMBLY and the interior'''. Thejunclion of Ute lop plate and Urn top rif exterior of R-3 per incl(minimum, ' CAVITYINSUI ATION f i with s gasket or caulk between the t/ousing Walls t 11�m g %yells shall be sealed. Exterior thermal envelope insulation for framed ii wall or ceiling covering. Walls shall be installed in substantial contact and -1 b Knee walls shall be sealed, continuous alignmwnt with,the air barrier. 13402.5 Maximum fenestration U-factor and SHGC(Man-. `� ,-k id ,-L�ii,��,�.� 9 __"" a 161CONTINUOUS BEAU ' datory). Tata area-weighted average maximum fenestration .. . • The space between window/doorjambs and framing, tat Ceiling r Scissor Truss 2 0.0 .0 0. 2 Ceiling: F C ' 'ng o 1 2 5 3 10 026 3 ' OF SEALANT U-factor permitted using tradeoffs from Section R402.1.5 or . Windows,skylights and doors and skylights and framing shall be sealed. • Wall:Wood Frame, 16" O.C. 2,296 15.0 3.0 0.061 126 SEALANT 8405 shall be 0.48 in Climate Zones 4 and 5 and 0.40 in Clt- ... im Jolaw Rini Joists shall include the air ostler: Rim joists shall be insulated,• SEALANT ..e CONTINUOUS BEAD mate Zones 6 through 8 for vertical fenestration,and 0.75 in', Floor framing cavity Insulation shall be installed Window:Wood Frame 223 0.300 67 CAVITY INSULi110 • - Climate Zoties 4 through 8 for skyllilits.The area-weighted to maintain pemtanentcontact with the underside SHGC: 0.30 I'RIGIDINSULATION 0 OF SEALANT average' maximum fenestration' SHGC permitted using • of subfloor decking,or floor framing cavity Floor:All-Wood joist/Truss 1,145 19.0 0.0 0.047 54 SWITCLOSURE 1. ' 1112"RIGID INSUUtTION CONTINUOUS BEAD tra coifs from Section 8405 lit Clia ate Zones 1 through 3:, Floors(tnclud;ng above garage slid The air bairtei shall be installed at any exposed edge insulation shall be permitted to be in contact will( a IN SEALANT EXTERIOR INSULATED WALL INTERIOR GYPSUM WALLBOARD d of hisulatian. • the top side of sheathing;or continuous insulation ASAIR BARRIER candleveaed Doors) installed on the underside of floor ft and ' shall be 0.50:. _ g Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other . extends from the lipont to the top of all, AIR SEALING AT CANTILEVERED MANUFACTURED „ , .. SECTION R4 3y' perimeter floorhamiagmenibers, calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in - --THIN-PROFILEATTICEAVEBAFFLEANDVENT CONCEPT�UALAIR SEALINGSTRATEGYATUPPER FLOOR BAND JOIST - . SYSTEMS • : RESchec Version . RESchec eb and to comply with the mandatory requirements Ilste n t e !2E check inspection Checklist. _ -` - _- --- • -__. - - .,__ • Exposed earth in unvented crawl spaces shall be ' Where provided tnslead of floor insulation, - k V k-W m ly w' od i h S spa 8403.1 Controls(Mandatory).At 1 est one thel'mostat shall. covered with a Class t vapor retarder with insulation shell be p tmnanently attached to the - __ ___, FIREPLACE ASSEMBLY Crawl sprace walls .. . be provided for each separate healing and cooling system. overlapping joints taped., grswla. walls. . • K403.1.1 Programmable they ostat The thermostat . .. Duct.ahafls,utility penetrations,and flue shafts Shafts, a neUations opening to exterior or unconditioned space shall be controlling the primary heating o cooling System of the: p' sealed. MANUFACTURED RECESSED LIGHT ENCLOSURE - ELECTRICAL WIRE dwelling unit shall be capable of controlling the Beating . ' Batts in nairow cavities shall be cut to fit,or ATTIC INSULATION E , . F.ft. . . . I slid cooling system on a daily schedule to maintain differ- • . narrow cavitles shall be filled by insulation that ant temperature set points at different It es of the day: Narrow cavities on installation,readt:,v conforms to the available ATTIC TRUSS This thermostat shall include the capability to set back lir cavity space, TOP PLATE temporarily operate the system to aintain zone tempera- ,. Air sealing shall be provided between the garage and PLUMBING PIPE -s_----- tm'es down to 55°F(13°C)lir up t 85°P(29°C).The then- Garage separation conditioned space's. 1. , mostat shall initially be program ed by the manufacturer Recessed light fixtures installed in the building Recessed iigbt,fixtutes installed in the building EXPANDING FOAM SEALANT Recessed lighting (hernial 7invelo a shall be scaled to the drywall. dtermal envelope shall be sir light and 1C rated. / . with a heating temperature set Ito nt nq higher than 70°F p TOP --_:L_ _ (21°C) and a cooling temperature et point no lower than • . Hatt insuieloq sli all be cot neatly to fit around ----- . wiring and plumbing In exterior walls,or EXPANDING FOAM WALL STUD 78°F(26°C): insulation that on installation readily conforms to . 8403.3 Ducts.DUCts and air handler shall be in accordance Plumbing and wising available space shalt extend behind piping end . with Sections.R403.3.1 through 8403 3.5. "ir"'g - - SEALANT ....... - • (Prescriptive). Su 1 and tetunt The air barrier installed al exterior walls adjacent to Exterior walls adjacent to showers and robs shall - - AIR SE.ALAT TOP PLATE ELECTRICAL PENETRATION 8403.3.1 Jusulation Supply - k A .. 5howerftmb on exterior wall showers and tubs shall eepnrnte them from the be insulated: ducts in attics shall ba insulated to a minimum of R-8'• showers and tubs. - _ WnllS1UU where 3.inches(76 mm)in diame er and greater and R-6 - The air barrier shell be installed behind electrical or where less than 3 inches(76 mm) n diameter.Supply and . • return ducts in other portions of th building shall be insu-, Electrical/fphone box.. exterior walls communication icetion boxes or boxes sliall be h,alaDea. • . EXPANDING FOAM SEALANT AT PERIMETER lated to a minimum of R-6 where 3 inches (76 mm) in " • 14VAC iegistet boots(list penetrate building thermal A VFfN diameter or greater and 8.4.2 where less than 3 inches(76 . ' . 0i - HVAC register boots envelope shall be sealed to the subfloor or drywall. CONTINUOUS BEAD OF SEALANT mm)in diameter. Witch required to be sealed,concealed fire spinklers DRYWALL CEILING Exceptioq! Ducts or portions thereof located cont- shall only be sealed in a manner tint is recommended ' •' J I~ RECESSED LIGHTING FIXTURE _ letel inside the building!/termal create a Concealed sprinklers by the innituraclurer.Caulking or other adhesive AIR SEAL AT TOP PLATE PIPE PENETRATION p y g n sealanis shall net be used to fill voids between fire rc✓ AIR SEALING AT RECESSED LIGHTING IN ATTIC -.-- -. _.-,____ R403.3.2 Sealing (Mandatory). Ducts, air handlers and sprinkler cover plates and walls or ceilings: Q�r ;lt S - - --- - I. filter boxes shall be sealed.Joints and seams shall comply S ' a. In addition,inspection of log walls shalt he in ncdudance with the provisions o(lCC-400. with either ttte Intentaiiortal hlechanttal Code or btlerna-, _,...._._ , �,._--=.•...•..••• -.----__-.- ----.� „_ 3f� --- _ iteral Residential Code,as applicable. - . t i G ,Tt ? RxCepflOnSC ' lid �1 GreenBui dingAdvisor.com �F`�� , , � 1. Air-impermeable spray foam products shall be �; t -" __-.- • I'a"4l t �-f 11 .• ( ®B�lldinggreen LLC 20013 permitted to be applied without additional joint F k t" t to, wa�" , ( __-_ _ T ; 1 t�'� Z ZN n seals.' r n , :r T „ is ! 4 ; ' V`t W�. 2 For ducts noel ng a static pressure classi6catiop of t ' r: . '. 't 0 tJ "- less than 2 inches of water column (500 Pa), r 1 " ; i P . ill t a' t''a `, .. 3 I I --- .. _ -_,---- _. -' - additional closures stems shall not be to ural 1 r , a f _.. _..__- _. -_._ - __..•.--._-..-- Y q a - . ri c, Q 111 for continuously welded joints and seams and ' . • I. })w locking-type joints and seams of other titan the q IF _ ' ` f','si itP _ --___ - ----- . 9- N$F to ,w r I•.l: �', I, I-'-'•-, - "�I- -s-+--,1t - .,.. .. _ t/'r I _--- -- - _- ---... _. .. - snap-lock and button-Jock types. ' j?' a Ii __ _ . „ a r R403.3.2.1 Sealed sit baitdler.:Air Itandlera shall have • ", a' �b .; ,, ` Vijyii,, d a - ��'' 2" • n htanufactmer's deal nation for an air leakage of uo ' #' +ii ` f} fi :., L' T'`` :S _ -- `�- - {�2" '1~ _ Z ll� Jar f� 1 / _'"" ntoie titan 2 percent of the design air flow rate when •. Ir:v Tar s y W�" - .._ ._----, . . -- _ . tested in accordance with ASHRAE 193. .t (!'h, f't +;f a t 4,- A � W I C 1 { L J 3 _ _-- --- -- - - - I �t x �� I [--1 >r' ,err ( ,� _ . _� _ • _ �� ^�T' 8403.4 Mechanical system piping insulation (Manna-. . 1 % r �, 11,r a i' 6 r' o� ? p I f'f(""�T" L�^ G 1 tory). Mechanical system piping capable of carrying fluids ; ly t i f, µ i" i 'ST r� y above 105°F(41°C).or below 55°P(13°C)shall be insulated i "�qp' 'Y d ' "" t c- 9 • to a minimum of R-3. tN ? i n "' z ° j - N y Z„ C0 V N�/t hl •�r/ . ;,,1 4 y (7 % R403.4.1 Protection of.piping insulation.Piping insula- ;�f i4pl ,• Vis-5;, �„ 2'' ,11 �„ `. . ,�,» .. �� y�, �t� RAY DOVER,ARCHITECT DRA,WMG NO! lion exposed to weather shall be protected from damage, t, . ',:,, , „ (it T i:I - - - - i 31�1(�. 1 '�r�" !r Q� P �1 ARCHITECTURAL DESIGN' J�- e '� including that caused by sunlight, moisture, equipment f - FA T' .,: �r Igo,: �.: �.l "T-t^Icsi /a t /�'"t INTERIOR pESiGN �• . k maintenance and Wind, and shall provide shielding from! 1i4 t,, a ` v, P r� 'I OA TE: solar radiation that can cause degradation of the material, "•4' 'i5 1 - �G', r'.." �^� y PLANNING&17EVE1_OPMENT � ' a 1 RESIDENTIAL-COMMERCIAL -INDUSTRIAL ) Z - Z� / V Adhesive tape shall not be peimlitted. Yfr 'h. � �! �"-, SL A , , �� F t} 4' 't4 TON z 13403.5 Service hot water systems. Energy,conservative 1701 . �, ft� .`,,3 .Pr r, i ;1V. 95 RICHMOND AVENUE j '�' A -P measures'for service hot water systems shall be in accordance' _ , z r '' 1. , L cJ/V'lr �•J ; h�!S i - t�.ct .-fi t• �^tfT'S qTF O a� �� (6 1 619�1r-1 18E FAX (310j6 111718 ��5' 7 . With Sections R403.5.1 through R403.5.4.. m - ': >'•.'. 't `.° r =' 1. 1. Of iV�� Z-�--Zd , . ... ,.. IMA , R,DARGHlTF,GT@YANQ.Q,QQM • !0.3�•zc9 AIR SEALING @ Exlei for Plyw.Ood Sheathing Seams and Joints - _-� ---- - -- - -_-- .,.�, -• ~rt•1H1„!pr• ,,,,•,,....-....,.',,,,,... --A,p„�.,•�•^'••'+-a•;•.•.• .- .,.nnr.rn�,�,�„,n:sw.r••'-• ...M. +'.'•"^+sa."",n ,,,.