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HomeMy WebLinkAbout49547-Z SUFFOL�c Town of Southold 7/29/2024 P.O.Box 1179 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45403 Date: 7/29/2024 THIS CERTIFIES that the building POOL HOUSE/CABANA Location of Property: 1205 Soundview Ave Ext, Southold SCTM#: 473889 Sec/Block/Lot: 50.-2-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/7/2023 pursuant to which Building Permit No. 49547 dated 8/4/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: unheated accessory pool house with wetbar and half bath as applied for. The certificate is issued to Haratunian, Stephen&Arda of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-23-0813 7/29/2024 ELECTRICAL CERTIFICATE NO. 49547 6/12/2024 PLUMBERS CERTIFICATION DATED 6/12/2024 rad Piecu qq ho i d Signature \ S TOWN OF SOUTHOLD �oo� cry BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy • N. SOUTHOLD, NY col � 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#: 49547 Date: 8/4/2023 Permission is hereby granted to: Haratunian, Stephen 21 Middle Dr Manhasset, NY 110301414 To: / construct accessory pool house as applied for per SCHD approval. At premises located at. 1205 Soundview Ave Ext, Southold SCTM #473889 Sec/Block/Lot# 50.-2-13 Pursuant to application dated 6/7/2023 and approved by the Building Inspector. . To expire on 8/3/2024. Fees: ACCESSORY $240.00 CO-ACCESSORY BUILDING $50.00 Total: $290.00 Building Inspector SO(/T�ol Town Hall Annex , Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 197 1-0959 o Sean.devlinitown.southold.ny.us Cou ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Stephen.Haraturian Address: 1205 Soundview Ave Ext city:Southold st: NY zip: 11971 Building Permit* 49547 Section: 50 Block: 2 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor X Pool House X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 14 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water 30A GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 1 Switches 6 4'LED Exit Fixtures Sump Pump Other Equipment: IceMaker, Fridge, 100A Panel 20 Circuit/ 13 Used Notes: POOI HOUse Inspector Signature: Date: June 12, 2024 . S.Devlin-Cert Electrical Compliance Form g�1FF01� R 44 €snm Hall Annex f r��® �Wi "�, Telephone(631)76518 SWS Main Road :� P.a.Sox 1179 CA Cz Soumold,NY 11971-0959 rf BUILDING DEPARTMENT �. -TOWN OF SOUTHOLD J U L - 2 2024 B1;.MDING DEFT. CERTIFICATION TOWN of SOUThOL" uate: 6�17- Z Building Permit No. 7 q 5—q Owner: /40Lra+tu,1 a n �1 �a� U-5 ww nn (Please print) Plumber: �'c�c I eCllG�' (Please print) T certify that the solder used in the water supply system contains less than 2/10 of 1%lead. r (Plumbers Signature) Sworn to before me this /oZ day of ;�t, n t ; 20�-. Jo- Notary Public, CA4T/52t/oJ County SU&N A.R1720 n 140194 Public,State of NewYo* - No. 31RIS183459 Qualified in Suffolk Coanty Commission E)Vires March 17.20rZ9' - 9 OF SOUTh°� * TOWN OF SOUTHOLD BUILDING DEPT. courm,�F'' 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ePojrkdaJ,1c/T11 wod I s ,L 0) �0 0 DATE - D •.2 INSPECTOR OF SObIyO� # TOWN OF SOUTHOLD BUILDING DEPT. coam, '' 631-765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Vv s DATE 3 (v )0 INSPECTOR aOFSOUTyo� 1 , # # TOWN OF.SOUTHOLD BUILDING DEPT. cou 631-765-1802 / INSPECTION [ ] -FOUNDATION 1ST/ REBAR- [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION f ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE n INSPECTOR 'j ho��pF SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. °yco 631-765-1802 � q 1 NSPECTION � 5� [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] UNDATION 2ND [ SULATION/CAULKING AM S P [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR ho�a0f SO(/T,�,°� # * TOWN OF SOUTHOLD BUILDING DEPT. couffm ' 631-765-1802 �- INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL �w quo4el-, [ ] FIREPLACE-& CHIMNEY [ ]`-FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ .] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] .PRE C/O [ ]. RENTAL _ REMARKS: �'l r �� r I -pt net., A)� DATE INSPECTOR �o�apF 50bTyo� L N O" 1 (/v �� ���$✓ # TOWN OF SOUTHOLD. BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ .] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O- [ ] RENTAL REMARKS: �Coqr3uf-e DATE. INSPECTOR v East End Insulation L.L.C. 1977 Main Road, Laurel NY 11948 CERTIFICATE OF INSULATION AMERICAN CHEMISTRY DATE OF INSTALLATION:03/18/2024 COUNCIL HIGH PRESSURE SPF ID# DATE OF FIRE BLOCK INSTALLATION:03/18/2024 000012223 SUFFOLK LIC# H-59538 SHELTER ISLAND LIC# 1444R Location Insulation •e Inches R-Value PROJECTINFO EXTERIOR WALLS 2LB Closed Cell 3 Nominal Inches R-21 BUILDING PERMIT#�'� SNP Spray Foam @ R-7 Per Inch NorthFork Woodworks Inc. ------------------ -------------- ----------------------------------------------------------------•---------------------- ROOF .05LB Open Cell 8 Nominal Inches R-30 Haratunian Pool House , Spray Foam @ R-3.8 Per Inch --------•------------------- -------------------------------------------------------------------------------------------- 1205 Sound Avenue EXT CRAWLSPACE 2LB Closed Cell 3 Nominal Inches R-21 Southold, NY 11971 CEILING Spray Foam @ R-7 Per Inch ------ ----------------- ................................ BOX BEAM/RIM 2LB Closed Cell 3 Nominal Inches R-21 JOISTS Spray Foam @ R-7 Per Inch APR 1 2 2024 _ Authorized Signature I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ builder, and that the install was preformed in lwt,1� JP�� TA conformance to the applicable codes. 0240 OQ` J _I MELD INSPECTION REPORT DATE COMMENTS S? b FOUNDATION (IST) ------------------------------------ I to a aunt on walls L clA4ttp opW 09, k-- a o [ FOUNDATION (2ND) ��l 1. ocah do vu2� npc�(�• _'� z c a�w► �-. SU U1 y � (l1 ROUGH FRAMING& PLUMBING \ N , � w r INSULATION PER N.Y. STATE ENERGY CODE 04 n f FINAL '�• ADDITIONAL COMMENTSIZ t— ile-c p� D ' 1-1 9Ly EN m� -�• -.-ta •�LC4 oN- v w � H O z �x INd b y o�gQFFO(,ycoG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959. Telephone(631)765-1802 Fax(631) 765-9502 hMs://www.southoldtoMM. ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: JUN _ 7 2023 Applications and forms must be filled.out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an . :, .. Owner's Authorization form(Page 2)shall be completed. Date: May 24, 2023 OWNER(S)OF PROPERTY: Name.Stephen Haratunian & Arada Haratunian sCTM#s000 50.-02-13. Project Address: 1205 Soundview Ave Extension,, Southold NY 11971 Phone 516 - 4S � Emzil: cwoLo, (\6LWCi 6,11�q ►'''�C�-+�•co,�Y� 'J Mailing Address: 21 Middle Dr, Manhasset, NY 1 1 030-1 41 4 CONTACT PERSON: Name: Ural Talgat Mailing Address: 436 7th Street, Greenport,NY 11944 Phonek 631 477 8963 Email: 4ral59@hotmai1.com DESIGN PROFESSIONAL INFORMATION: Name, Ural Talgat __ Mailing Address: 436 7th Street, Greenclort,_NY 11944 Phone#: 631 477 8963 Email: ural59@hotmail.com CONTRACTOR INFORMATION: Name; North Fork Woodworks -Mailing Address: PO Box 1407 Southold NY 11971 Phone#: 631-298-7900 Email: build@nfwoodworks.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure OAddition ❑Alteration l]Repair El Demolition Esti mated Cost of Project: Other New Pool House $ 200,000 Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? ®Yes El No 1 PROPERTY INFORMATION Existing use of property: Single Famil Residence Intended use of property:Single Family Residence w/new Pool House and Pool Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes BNo IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 21OA5 of the New York State Penal Law. Application Submitted By(print name): Ural Talgat BAuthorized Agent ❑Owner Signature of Applicant: - Date: (pZ� STATE OF NEW YORK) SS: COUNTY OF V -0 Ural Talgat being duly sworn;deposes and says that(s)he is the applicant (Name.of individual signing contract)above named, (S)he is the Architect (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of N'�f. , 20-2j Notary Public r_ 'LAUREN M.MCKISSII Notary Public,State of New-Yoft" PROPERTY OWNER AUTHORIZATION �ljualifiid ins ak3county , issioR,Expirac.AAayr23;21 ' (Where the applicant is not the owner) residing at SyUI(lt�v)2 .J r /►S) Qn do hereby authorize. Ural Talgat to apply on my behalf to the Town of"outho Building Department for approval as described herein. G� med 2 Z3 Owner's Signature Date . Print Owner's Name 2 BUILDING DEPARTMENT-Electrical inspector TOWN OF SOUTHOLD Town Hall Annex-54375,Maln Road -PO Box 1179 . Southold!New York 11971-0959 Telephone(631)765-1802- FAX(631)765-9502 roggrrDth f t n ov-s d u l w ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF RMATION {All Information Required) Date: Company Name: r--ASTi JVC Electrician's Name: License No.: Mt -'S Y02 f F-lec,email: Elec. Phone No: 1• request-In email copy of Cortifloge of Compliance Eiec.Address.: JOB SITEINFORMATION (Aii Information Required) Name: V Al Address: o S 50v4 f ' i. Cross Street: Phone No.: 3 - Bidg.Permit#: 4 email: ela.4unum wLl Tax Map District: 1004 Section: Block: Lat: BRIEF DESCRIPTION OF WORK, IN LODE SQUARE FOOTS .. _. (Pl+sese-Print Clearly): COG L H ou5e f-F ED$ uar+ :Focta e: Circle All Thit ply: Is job ready for Inspection?: M YES 0 [].R' ough In Q Final 'Do you need a Temp Ceri icate?: ' ❑ YESM NO Issued On Temp Information: (Ail information required) Service Siz®a1 Ph❑3 Ph Size:_______A #Meters____.___Old Meter# []New ServiceOFire Reconnect[IFiood Reconnect[]Service Reconnect®Underground[30verhead #Underground Laterals 1 f72 H Frame rl Pole Work done on Service? Y N Additional Information: oeWW gut VATH APPLICATION a aca aq- pa ai V'--' C-4+ 100-75-4 DF-4- gCtSzr7 BUILDING DEPARTMENT-Electrical inspector TOWN OF SOUTHOLD Town Hall Annex-54375,Maln Road-PO Box 1179 SouthoWNew York 11971-0959 Telephone(631)765-1802- FAX(631)765-9502 rooerrQsouthoIdtownnv oov- seanddMeoutholdtownnv aov APPLICATION- FOR ELECTRICAL. I BPECTION ELECTRICIAN INF RMATION (Ail Information Required) Date: Company Name: Electrician's Name: License No.: MCI-3 y011 Elec.emali: 'A 117VAI east 40 X0401 Elec. Phone No: ►- request n emall copy of Cert�l a of Compliance Elm Address.: JOB SITE INFORMATION (Ail information Required) Name: H A rcA I UP -1 Address: 1,2pS 0vc1Q VIPW Cross Street: Phone No.: - Bldg.Permit#: L1 q�V ll small, , o Tax Ma Distrcct: 1000 Section: Block: Lot SCRIPTION 'OF W1 3RK, INCLUDE SQUARE FOOTAGE (PhasePrinf Clearly):COGL- Hou5 - 31S _SU Ff EE3­ 7 ware Foote e: Circle All TiSt Apply: Is lob ready for inspedt'ion?: YES O Rough In Final Do you need a Temp Certificate?: ' YES NO issued On Temp information: (Ail information required) Service SizeQ1 Ph❑3 Ph Size: -----A #Meters�Old Meter# ❑Now Service[]Fire Reconnect{]Fiood Reconnect Oservice Reconnect[3Underground[Overhead #Underground Laterals M 1 M2 M H Frame 17 Pole Work done on Service? Y N Additional information: PAYMEiiIT DUE WITH APPLICATION a au -aq -?":C,(, 3�-4' Lf ClSEF7 PERMIT N Address Switches I Outlets I I GFI's 1 Surface Sconces I' 1 I l HH's �+tr f 11 UC Lts Fans Fridge 1 HW Exhaust Oven W/D smokes DW Mini arbon Micro Generator -ombo Cooktop Transfer NC AH Hood Service Amps Have Usec -pedal- L� :omments Scott A. Russell �,5� ST01R.MWATIE]k SUPERVISOR MANAG IEMIENIF SOUTHOLD TOWN HALL-P.O.Box 1179 , 53095 Main Road-SOUTHOLD,NEW YOR]K 11971 '+ . Town of Southold COOTER 236 - STOOMWMR MANAGEMENT REFERRAL.FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Ural Talgat Date: June 8, 2023 (Signature] _ Contact Information: ural59 hotmail.com 631-477-8963 (fi-Mail&Telephone Number) Property Address / Location of Construction Site: 1205 Sound_v_iew Ave Extension, Southold, NY, 11971 S.C.T.M. #: 1000 District 50 02 13 Section Block Lot I TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT �[- Area of Disturbance is less than 1 Acre: No S.P.D.E.S.Permit is Required! ❑ - Project does Not Discharge to Waters of the State. No=S-_,PAE:S: Perrnit:_is Re€iuire�_l ❑ - Area of Disturbance is Greater than 1 Aare&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT,MUST OBTAIN a S.P.D.E.S.Permit DIRECTLY From N.Y.S. D.E.C.Prior to Issuance of a Building Permit... 0 - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold Towns MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit through the Southold Town Engineering Department .Prior to Issuance of a Building Permit, Reviewed By: Date: —I O Fl1RM # CM('P-T(1C(lrtnhP,•9(114 - TEST HOLE DATA Tr�T Hcae Locnn XI5TIN6 RESIDENCE TO REMAIN E Ev.Tu (1LST NotE Due er N�DorulD emselENeE 00 FT SETBACK FROM'GOASTAL IHo and ON APRLL 10,2011) G1p9T0i55TOW1 HATER IM ,+" d• DRYYlltD fwe T•T EROSION HAZARD LINE •Tsn nrera�ala�a X15TING GARAGE TO REMAIN a� I COASTAL EROSION HAZARD LINE AS SCALED FROM 5anar Iti({'lTA GIP COASTAL EROSION HAZARD AREA MAP Iholl Ue uaswctad d •T8C I Iro-nat�Iti PHOTO Np.56-570-83 SHEEi 9 OF 10 15TIN65 SEPTIC SYSTEM Inateriob oltl pilda mot me 9da Y°II pe m lapse FOR UP TO A 4 BEDROOM RESIDENCEfoot fran tb poea d 1 -1000 bAL 5EP716 TANK(5T) ids e1�'^e"aM0^ ,roneg farardtra bmgUl d W .T]6P i epaNN s.Av Imm -(I)8'DIN N 1 O HIGH PI IN F POOL(LP) INa ad WII be _ -Bkb'RINb,COVER 1 PIPINb FOR FTJNRE tested tP mva •TO9' I~pasAra �]9,}9 ry /!/%// s 11'0�•o,W 71 n 7 7 EXPANSION POOL(EXP) '�..-ev�mess P� • 7�gTWI�^ 1////� / \ — — \ 1 1 , j5 bectllllYg ROPOSED NEW //� \ ACCESSORY STRUCTURE SEWER AND WATER 1F I/// "POOL HOUSE"NO LINE CROSSING DETAIL BEDROOM-350 9f traTs.l MAX.18 FT HEIGHT I GE 7\ O®ttexl: ORO591IH9P2 Np.A TA N�pN DOD / z,s I III/ N/F T _ Y1L owEw do 'PI I I I j I III jj111 I IIII SOCOLOFF I I I/I I I I III I II II IIII III��I z1 0xT ��� nATEa ONe FRAME HOUSE -- fa-zzd i jai T� NOLSE 11�1 1 1�l 1 1 l 111 l I f ao \ q i I 11 l li/i /l/ iili4 i/i it I I \ �t \ ,9�a,;� O �l I Ill! liri /i/y//rli ((- \ \ ® I TERLRM �— \ \ \ EasnNs 7 1 1 1 I 7/I Ii�I�—� \\°o\ I '�9'b 4, q / /I I I1 II I ��IIIII//II\ \\\ O\ \ \ \ Fo'swrroER 7 1 IIII I \ `_ \\\ \\\ \^ _ \ • Re°rP np •OOL aL \ ti° 74 ye \\ \ i EXISTING FRAMSHED III\\ \\\\\\\�\\\\ BE \�\\ OWELUNG RELOCATED III I l I� \\\\\\ \\\\ USES PUBLIC WATER EXISTING POOL TO 75 �Y \ ofr Li \ s \ems\ �Lo\q�\ \\\\�\\\\ N/F OULTON, LECHART BE REC.ONSTRUG TED ,°'1 �O�v/ �P r // /�PHpT t1°.ys-sia sA I 1 s (18 W'x5&9 IN NE 'I 1 I I LOCATION 1 00 FT SETBACK FROM COASTALER05ION �P / III / HAZARD LINE / Ill fill iil!/r�� SITE DATA TM 0 1000404243 I I I ill I j III IIIII��� Water lines must be inspected by the •*A E+pe apono oeaesua9 BCPROPERTY: 1205 SoundvI—Ave IW-1 n dmfl insp 05 ed,of AUDRE Southold,NY 11971 I I I I wa:e/ Suffolk County Dept.of Health servius, sawarAm era o m9 OWNER: Smphan Haawolan Cail(631(852-5754,48 harm in A Oda21 SITE PLAN advance,to schedule ins 111—aDr I m pection(s�. M.nhawsL Nr no3ag11/ 7 SITE: T0,/59 of=1.017 ac SCALE:1-20'-0" LOTAREALESB COASTALEROSION :Di I ��t ' HAZARD AREA�29,T81 cR.IL•0.603 ec A' ZONING: R-0 1` SURVEYOR: N—Taft Corwin 01 1500MBIn Road g° LOT COVERAGE TABLE 2 —p-LNma Yalk 11.7 d ti�3� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SITE AREA(LE55 WA57AL FRO51ON HAZARD AREA) DCT S:v 55 17 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A TOTAL: 29,191 sf ELEVATIONS ARE REFERENCED TO NAV.D.1988 DATUM PROPOSED pool house only RESIDENCE 1clob of 5.0% 1A33 eF PERCENTAGE105% HARATUNIAN POOL HOUSE DECKS<PORCH, 406 dP 3A4% 955 f 4.05% bA"OE, 552 eP 1.15% 352 dF 1.18% DATE 7117/23 HLE No. R-23-OB13PERGOLA+ 292 dP 0.98% 292 0O.R8% SOUTHOLD, NEW YORK DATE 7/17/23 H. E NO. R-23-0613 SWIMMING POOL, '122 nF 2.45% BOO of 268% DATE:512S 12023 t RA APPROVED ^: SHID MP 153 eP 0.44% 135 dP 0.45% ss0 e TOTAL MAKIMUM BEDROOMS 0 EXPIRES THREE YEARS FROM DATE OF APPROVAL TOTAL' 51.95 of 1254% 4,166 df 15.58% URAL TALGAT _ ARCHITECT 478 , STREET A • GREENP�631 T1C77W8963RK 11966 v1 SCDHS SUBMISSION D ECEUML J U L 2 9 2024 Building Department LONG I� SURVEY OF PROPERTY APE x201S4.• t: LAND 'SOU SOUTHOLD TOWN OF SOUTHOLD 2 WA>ca five130.Oq• SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-50-02-13 S 77-01'06' E SCALE 1"=30' 1r. APRIL 9, 2014 s0; 110•99 ' SEPTEMBER,2.0151REVISE NOTES SANDASEP ITC SYSTEM NOVEMBER 11, 2015 ADD STREET TIE DISTANCE _ JANUARY 15. 2016 REVISE PROP. SEPTIC SYSTEM FEBRUARY 16, 2016 REVISE PROP. SEPTIC SYSTEM PER S.C.D.H.S. NOTICE 02/11/2016 SEPTEMBER 14, 2016 FOUNDATION LOCATION' JUNE 5, 2017'FINAL SURVEY MARCH 22, 2024 AS-BUILT SURVEY L1Y tea' AREA = 70,459 sq. ft. 00.. 1.617 oc. J� 00' CERTIFIED TO: STEPHEN HARATUNIAN ARDA HARATUNIAN \\\01 \\� NOTES,1.LOT AREA LESS COASTAL EROSION HAZARD AREA=29,791 Dq.It. DISTURBED AREA(LOT AREA TO SILT FENCE LINE)=31,330 xq.1t. �61 C04S4 4 4 \\ F fROS'Oy PROP. W WIDE . BUFF py°T0 ya yq=4Ro C/ OH(3T(so sa.H)E 56`5�0.8f 4S SC•t EDGE OF CLEARING IG_ 1.1EE f J Syf�9°FROM 'rr Prt I h °p 10 -- ------ 0) - \ - Awls' sr W / N p If "01 It IPA- S o. . may.Gn Zc \ � `�,�`� �2. `�c �- .sz.o•� rcn ry^' is° c! It VK�' SEPTIC SYSTEM TIE MEASUREMENTS / GARAGE GARAGE V�D� \ �?• PEXPANSION CORNER QA CORNER�B Qy KgQ' 4ETER� 9' 24' � B _ _ - OOL 'z moo.- E'S2T 12' �W/R S"�39-3pPOOL 36 27' 'peDa�"T o G _ RNa N FPLV6 dq - �e •�.. x.a R, �a 'PrPINC a CDKR E OH �.� Mn 4a� fi0"fie U I •+' ExP.ws o°N4P; RE@ LO •op0t`,�: o Sd 91 4 •�6Y-�F, OcEssPooL '•e v ,� , o •ik� v CP �• �VN•' D LP.COVER-O �Y (�J . 10 /4 f �� $ c� 'L+ :.�•, �= 8 row boy01, •o ���y�F' .x\i Ir VO ` � IAr 0. 41 100 12 �D PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS.AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. O� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR N.Y.S. Lie. No:50467 POOL HOUSE ONLY TO THIS SURVEY ALTERATION VIOLATION ADOF DITION Nathan Taft Corwin III TO THIS SURVEY T A VON OR DI 7/29/24 R-23-0913 SECTION 7209 OF THE NEW YORK STATE Date H.S.Ref.No. EDUCATION LAW. WELL COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor The sewage disposal and water supply facilities at this location have been THE LAND SURVEYOR'S INKED SEAL OR BO InspecpdandJor eatlAed by this DepaHm9nt ar other a9elicbs and}olind EM SSED SEAL SHALL NOT BE CONSIDEREDTO BE A VAUD TRUE COPY. to be.sstlsfaetcry FOR TO L MAXIMUM OP 0 BEDROOMS. CEITI FICATIONS INDICATED HEREON SHALL RUN Successor To:Stanley J.Isaksen,Jr.L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A.Ingegno I.S. IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND Tfae Surveys—Subdivision — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND Craig Knepper, PA Chief TO THE ASStGNEES OF THE LENDING INSII- PHONE(631)727-2090 Fax (631)727-1727 1 I 111111014.CERTFI DNS ARE NOT TRANSFERABLE Offis1 ce of Wastewater Management - THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAKING ADDRESS AND/OR EASEMENTS OF RECORD,IF 1586 Main Road P.O.Box 16 ANY,NOT SHOWN ARE NOT GUARANTEED. Jamesport,New York 11947 Jamesport,New York 11947 34-0 7G MEN L pN0 SURVEY OF PROPERTY S 745 ls-L1Q s �� d SITUATE 1V q 2� 4" � 'SO SOU UND THOLD "'�" £ r da�'o TOWN OF SOUTHOLD wAR 130.0 SUFFOLK COUNT 2 �Nf 4' Y, NEW YORK 10. S 77°01 l�G�'m ok, S.C. TAX No. 1000-50-02-13 C Og�� SCALE 1 =30 Lit £ APRIL 9, 2014 ��� 1 0.99, JUNE 9, 2015 ADD PROPOSED ADDITIONS SEPTEMBER, 2015 REVISE NOTES AND SEPTIC SYSTEM NOVEMBER 11, 2015 ADD STREET TIE DISTANCE FEBRUARY 16, 2016AREVISE PROP SEPTI16 REVISE STEMPPSEPTIC REPS IC.D.H SYSTEM OTICE 02/11/2016 SEPTEMBER 14, 2016 FOUNDATION LOCATION JUNE 5, 2017 FINAL SURVEY MARCH 22, 2024 AS—BUILT SURVEY S AREA = 70,459 s ft. I 00.. 1.617 ac9• JJ 00,' CERTIFIED TO: STEPHEN HARATUNIAN \\\ ARDA HARATUNIAN \\s NOTES: 1. LOT AREA LESS COASTAL EROSION HAZARD AREA = 29,791 sq. ft. \� l° DISTURBED AREA (LOT AREA TO SILT FENCE LINE) = 31,330 sq. ft. 17. R�S�oH PROP. 15' WIDE - \ Py0 Hq NON—TU(3.090 sq.RF BUFFER ry•__ 4, �. _ s O L TO H 2'q/Q ft.) ° s ��HF - MAR 2 F r°'??4 • ti�s)0`% AS SCq� Q EDGE OF CLFAPoNG I� 1 NEE Sy£Fj 9F� FRpM FIRE I O ..v,•P k� 0 S R r•. F ;,; _ \ — AVERS — .— C � .0' 011 6�% / o`�� ?A' ry,�0 UNDERGROUND 2_ / �\ A° rPROPAIyE / �, l ANK CAP / �' / SEPTIC SYSTEM TIE MEASUREMENTS GARAGE GARAGE o °oti ts.4 20.0' CORNER QA CORNER�B %? W0 , SEPTIC TANK , ONCE• ��' � A ggg '' MAR fi' COVER 99 24 08 Z „C) LEACHING POOL OIL COVER 27' 12' G E o° o 2 co r 20. Pp�W%RS�M,I 59_3 �3 O Uj EXPANSION POOL . , TAN APRO/y':' 0 G P� o � f� &� ` .. �: •` • � COVER 36 27 PgOa yy �yyi 9 � ¢ 7. 1�ACN� PIPINGRING CoVER y F 0 �0 '., y '• • • Q(PgNS10N� FUTUREdc ti0/ 00F 0•i O )7 tii LO •• , •'4, ' m CESSPOOL ro 0 G +� LP. TANK COVER U1 • 2 P� 00yGti / °'•P'• �oQ'Qo � pC'� %\ � J *-9ja :ar.. a , 3� ,IQ, .�', 9 6 ' A► C � C9 yo PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. \%%%%IIIIt// OF ANEW Y N co �. LAN O N.Y.S. Lim. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan T of t Corwin TO THIS SURVEY IS A VIOLATION OF III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor WELL COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. 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 TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 34-057G L Generated by REScheck-Web Software Compliance Certificate Project HARATUNIAN POOL HOUSE Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 350 ft2 Glazing Area 24% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1205 Soundview Ave Extension Arda & Stephen Haratunian Ural Talgat Southold, New York 11971 21 Middle Dr Ural Talgat Architect Manhasset, New York 11030 436 7 th street 516-457-5187 Greenport, New York 11944 arda.nazerian@gmail.com 6314778963 ural59@hotmail.com Compliance: Passes using UA trade-off Compliance: 12.2%Better Than Code Maximum UA: 139 Your UA: 122 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Cathedral Ceiling 350 30.0 7.0 0.027 0.026 9 9 Wall west elevation:Wood Frame, 16"D.C. 183 .19.0 7.0 0.041 0.060 7 10 Window 2:Wood Frame 17 0.330 0.320 6 5 SHGC: 0.27 Wall south elevation:Wood Frame, 16" D.C. 248 19.0 7.0 0.041 0.060 9 13 Window 1:Wood Frame 9 0.330 0.320 3 3 SHGC: 0.27 Window Copy Copy:Vinyl Frame g 0.330 0.320 3 3 SHGC: 0.27 Window: Wood Frame 9 0.330 0.320 3 3 SHGC: 0.27 Window Copy: Wood Frame g 0.330 0.320 3 3 SHGC: 0.27 Wall east elevation: Wood Frame, 16" o.c. 183 19.0 7.0 0.041 0.060 6 9 Door: Solid Door(under 50%glazing) 18 0.270 0.320 5 6 Window 1:Wood Frame 9 0.330 0.320 3 3 SHGC: 0.27 Project Title: HARATUNIAN POOL HOUSE Report date: 06/06/23 Data filename: Page 1 of 2 iy Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Wall north elevation: Wood Frame, 16" o.c. 283 19.0 7.0 0.041 0.060 5 8 Door: Glass Door(over 50%glazing) 125 0.330 0.320 41 40 SHGC: 0.27 Window 2:Wood Frame 13 0.330 0.320 4 4 SHGC: 0.27 Window 2 Copy:Vinyl Frame 13 0.330 0.320 4 4 SHGC: 0.27 Floor:All-Wood JoistlTruss 350 22.0 7.0 0.032 0.047 11 16 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. /7— 7 Name-Title re Date Project Title: HARATUNIAN POOL HOUSE Report date: 06/06/23 Data filename: Page 2 of 2 Blov-rcr door and ductworl testing required, EX I STI�!G RESIDENCE TO REMAIN APP VED AS NOTED COASTAL EROSION HAZARD LINE AS SCALED FROM DA 8•P.# COMPLY WITH ALL CODES OF COASTAL EROSION HAZARD AREA MAP PHOTO No. 56-570-83 SHEET 9 OF 10 /-I 00 ET SETE3ACK FROM TOP OF E3LUFF 0 UiLDING DEY. PARTM NT NEW YORK STATE & TOWN CODES AT AS REQUIRED AND CONDITIONS OF 631 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: SDI�Tuni,L ^Tnti����sae 1. FOUNDATION-TWOREOtYPEp � � ,, s °04,00" EXISTING GARAGE TO REMAIN FOR POURED CONCRa r !,�T� BOARD TD'�- 2 ROUGH-FnAlViNG& i�I .r,,c iNG SG-,7 STEES w & INSULATION PROPOSED NEVI ACCESSORI' 4. FINAL-CONSTRUCTIC'N MUST13E COMPLETE FOR G-). STRUCTURE "FOOL. HOUSE" 550 5f ALL CONSTRUCTION' SHA; L MEET THE W ► REQUIREMENTS TMENTSOT RE-: CODES LEI NEW OCCUPANCY urn oo� ek/S�� � N� ONE STORY, MAX. 18 FT HEIGHT YORK STATE. NOT RL=;�P!)til�I=?LE FOR n 21 DESIGN OR CONSTRUCTION ERRORS — USE IS UNLAWFUL / ' ———— 9.50 s POOL EQU I FMENT WITNOUT CERTIFICA , . FLU B 0 EXISTING —FRAME _ s 3 !-I OF OCCUPANCY _ j 1tL PLUMBi1VG VVAS' E:. O GARAGE ,29' TER LINES NEED ING Bl<1?,ORE COUERiNa�' — A� RETARI ST ITA WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TO 111 CODE. DWELLING S �� 5� N/F SO COL OFF �o°�-� EXISTING �o P� \ must pfovide Manuals' / 45.5' exist ��' 2 STORY o0 0�' > > ., J and S as per r �Gor' / 16 p PL(X!".Ac31�RCER FRAME HOUSE T iO�ATION __ p6, htYS Energy Code ON LB;4D CON _NT BEFORE M° CERTPP/CAT JFOCCUPAN Y SONDE USED IN WATER 0° ��� o�Eo� �� c SUPX Y SYSTEM CANNOT � -`` °�o� �R�Qo° . ' EED 2110 OFo1/ LEAD. Cy) � , ' �/rn Wzovoa �Q- °A °�`� �° �P� �� �0�� ELECTRICAL 5 �, o o z �°oo � � d � ZC PECTION REQUIRED ro' off° o �� f �� sK ( ro �O �� `.rL / i ��9 �� � \ �\ �� G TRUSS PI.A.CAR©ING REQUtR7D nRYwE!_L Q � O ����' WITH xteriorligthtin ':/ t�Rf jING UNT1L SURVEY:,i f °`�' `�`, ins ailed re laced or &'FOUNDATIORLOCATiOM, �',�°�°� �' ss�� � ,`s��'� �� p�'� ��� f � P .HAS SEEN' PROVEO.:..�,� , '9 s'o �� p, 0, 0., QP �, repai, d shall conform �;, . w :` ,,. y (o ��p0 � s� � of to Chapter 172 _. . . /s s�-P ����C°'PX EXISTING FRAME o �oG�' e'th^1 T'oo4�Cod^ _.. � o � ��� 10, s �� �c� �. SHED TO BE 1 �� -o ►�� -yam -�� RELOCATED EXISTING POOL TO �J �E RE GONSTRUGTED .,tip COASTAL EROSION HAZARD LINE AS SCALED FROM � COASTAL EROSION HAZARD AREA MA IB�X5C ) IN NEN h,(al — — h PHOTO No. 56 570 83 SHEET 9 OFi'f0 , LOCATION 0 100 FT SETE3ACK FROM �PGP TOP OF BLUFF SIT= D TA 1000, SCTM # 1000-50-02-13 i' PROPERTY: 1205 Soundview Ave Extension ADDRESS Southold, NY 11971 OWNER: Stephen Haratunian 4 DWELLING, / �� Arda Haratunian USES PUBLIC WATER 21 PPLAMann iddle D NF 0ULTON, LECHARTZSTN Manhasset, NY 11030-1414 ' �v �' / SITE: 70,459 sf= 1.617 ac / SCALE: 1" = 20'-0" LOT AREA LESS COASTAL OSION HAZARD AREA= 29,791 sq. ftRoO!83 ac loe °N /l LOT AREA LANDWARD FROM TOP OF ' BLUFF = 35,447 sq. ft. = 0.813 ac ZONING: R-80 LOT COVERAGE TABLE JI SURVEYOR: Nathan Taft Corwin III ' � / 'S� � � 1 86 Main Road PO Box 16 g°-bb` SITE AREA (LESS G0�4STAL EROSION HAZARD AREA) AUG - z 3 games in TOTAL: 2�f,-71f( Sf LICENSE # 50467 p New York 11947 t 7-1 DATED: 6/5/2017 5TRUCTURE5 EXISTING PERCENTAGE PROPOSED PERCENTAGE RESIDENCE: 1,555 5f 4.4'7016 1,555 sf 4.4-7% DECKS 4 FORCH: cf06 5f 5.040/0 CIO& 5f 5.0551/0AR � %ffijmN0 "AH, POOL 'N" OUSLE GARAGE: 352 sf 1.18% 552 Sf 1.15% H AT I PERGOLA: 21012 Sf 0.1 1 2cI2 sf O.C15 SOUTHOLD, NEW YORK SWIMMING FOOL: 722 Sf 2.43% -722 sf 2.45F/ DATE: 6-6-2023 SHED 4 RAMF 155 sf 0.44% 135 5f 0.45% REVISED DATE: 7-18-2023 PROPOSED POOL HOUSE: O 0 550 5f 1.1 0 REVISED DATE: 7-27-2023 ,ir0 TOTAL: 5-755 5f 12.54% 4,055 sf 13.-11% �E ARc ��' N%- TA109y�j� U RAL TALGAT `' ARCHITECT 436 7th STREET Q- s Q N � GREENPORT, NEW YORK 11944 BUILDING PERMIT SET �C (631)477-89631 i I 100 FT SETBACK FROM TOP OF BLUFF EXISTING EDGE OF I PAVING I NEW EXISTING TRRG PATIO ON GRD SW HTOMATIO A,T FOOL OOLHOU ER MOTOR ,ry PAYING TO NEW TERRACE I BE REMOVED STONE PAVERS ON AL I GN EDGE OF I 4" HK CO LA 10 RECONSTRUCTED TYPICAL PAVING POOL Jnl I TH OLD POOL PATTERN AS SHOWN / - - - - - - - - - - - - - - - -- - - - / EXISTING I NGROUND POOL I / � EXISTING I F7 // DRI VEWA�Y PQOL — �IDERWATER POOL POOL S,KIf�IMER BENCH 24" AtE SKIMMER I7 / S S LI LI LI Nil INTO I / PROPOSED NEW OL Up NDERWATER POOL l ,4GGE55ORY 5TRUOTURE I S LIGHTS TYPICAL I II\ / POOL HOUSE _ pROpOrjD SWITCHED AT POOL HOUSE I / 350 SE SPACE E m I RGONSTRUGTD / ACCESS SHALLOW END DEEP END I / 3'-6" DEEP GUN 17E POOL 4'-6" DEEP \/ I II / NEW EDGE OF PAVING 18'XE/� PROVIDE DRAIN WITH DRAIN 100 FEET BEYOND SEE DR1""tW I NG / FROM TOP TO BLUFF COVERS CONNECTED TO cJp� SUBSURFACE DRAINAGE I I DRYWELLS TYP SEE SITE PLAN / O y- I OOL RETURN POOL RETUR POOLM - ATI COVER \ w INLET INLET - - - - - - - - - - - - - - -- - - - I UNDERWATER POOL BENCH 24" WIDE .47/7777771 I I \ \ I 24 x32 x2 THK I STONE PCOL COPING W/ BULLNOSE EDGE EXISTING AT AUTOMATIC POOL \ I PATIO COVER BOX TYP � EXISTING EDGE P,AY I NG TO POOL Co\--AUTOMATIC, OF PAVING BE REMOVED MOTOR � � v � DRYWELL w tn � EXISTING STONE WALL TO REMAIN DRAIN LINES 0 I GONNEOTED TO q 100 FT SETBACK EXISTING DRYWELLS 0 FROM COASTAL-_� WITH 4" SDR-35 PIPE wQ zw EROSION HAZARD LINE v � q PROPERTY LINE EL& 1 0 Slutu N LA' S I T E P"k LA N IL SCALE: 1/4" = V-0" Ask H A w I W. T mum I A H P Cw j"' 0 L H 0 E"m SOUTHOLD, NEW YORK DATE: 6-6-2023 REVISED DATE: 7-27-2023 TA( /, URAL TALGAT r ARCHITECT - 436 7th STREET GREENPORT, NEW YORK 11944 (631)477-8963 BUILDING PERMIT SET ��� O FI G: TAN NG SE M MTU ROOF NG v0ALK RI:O F A IN O 3 # LD P R N 4" -HI< PUPDXP. 3EC-XIN& EXISTING 8'-8y4" 15, DR11/EWAY Is' 21_4" Ilk loll THK GONG WALLS ON GONG N m AN51 AN51 loll FOUNDATION 8ll P5035 tt AN 1 O FOOTING TYPICAL _ = 2 2x10 51DING 4 TRIM TO MATCH EXIST i0 (2) 2x10 D G TO MATCH T RESIDENCE: SIDING ON 15# BUILDING cr R+� O RESIDENCE: 5 PI G ON 5 BUILDING F -------- x PROVIDE PAPER ON 5/5" PLYWOOD 5HEATHING I N � � - - - - - - - - - - - - - - - m Z 1 10" THK GONG BEAM 8" THK GONG FOUNDATION x FOUNDATION O POCKET WALLS ON GONG cV >s WALLS ON GONG / \ ACCESS o overhead steel rod FOOTING TYPICAL �m FOOTING TYPICAL 8"xlb" GONG HATCH Q = 5/4" dla W/ tU ba kle OOTIN(5 YV 2x8 FJ 2x8 FJ I FOOTING W/ cn = OST 2#5 REBAR ® W, OG ® I6" OG 2#5 REBAR 3 - (5 2x6 _ CONTINUOUS CONTINUOUS Z - -� I TTI NG AREA VVEST ELEVAINONc cathedral ceilin „x :t air conditioned w space with 2'-a" H x 5'-0" W RETAINING SCALE: 1/4" = V-0" 00 m duct ess split ac 60" o �r CRAWL SPACE INSULATED WALL SEE z - DETAIL I-AI 'A mo system 15,00 btu 2" THK GONG ACCESS HATCH SOUTH ELEVATION o O N SLAB ON O �p :D L` cn O 2x10 RR COMPACTED x m � p ® 1 b" OG 5UBGRADE ,� _ SloAWM I NG Q O m 8 x 16 GONG BLK SCALE: 1/4 - 1 -0 FOOL � o � PIER ON 24 Sa x 12" DEEP GONG FTC Q r� p POST`� W/ W/ (5) #4 EACH Z v (3) 2x6 WAY, SET 4" OFF overhead steel rod BOTTOM, TYP Poo N 5/4" dio W/ turnbuckle _ �Cr1�g •a(��" ry POOL bath EOUIPMEN � I = x PROVIDE BEAM counter t0 5 ig O _ m POCKET cf j` SIDING 4 TRIM TO MATCH EXIST RESIDENCE: SIDING ON P50 — I5# BUILDING PAPER ON 5/8" PLYWOOD SHEATHING loll 8" THK CONC FOUNDATION WALLS ON GONG FOOTING TYPICAL O NANA W L FOLDIN (3) WIND SAND NEW 77 AN51 iy iv (3) D RS 18' E X 8'-9' HIGH TERRACE ON GRADE ,A I U " LAN r-ounterr F 0 UP ' D 10 N SIDING 4 TRIM TO MATCH EXIST RE°SIDENGE: SIDING ON 15# BUILDING SCALE: 1/4" = V-0" PAPER ON 5/5" PLYWOOD SHEATHINGFLOOM L A N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCALE: 1/4" = V-0" 2x I O RR © lb" OG ROOF I NG:STANDING SEAM MTL ROOFING VALL REQ'D FLA3 HINGON 30# BLDG. PAPER EAR T EmLEVA"I "n" N Nwr%T011 ELEVATION". ON /4 THK. PLYWD. DECKING SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" FIRST FLOOR — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ PLATE HIGH END I Ix SOFFIT MATCH overhead steel tie rod _ _ _FIRS_T_FLCO_R_ _ EXTERIOR TRIM PLATE LCV END TYPICAL LVL R-50 EXTERI OF WALL BEAM INSULATION NEW 51 D 1N5ii ON 15# BUILDING NANA WALL FOLDING WINDOWS AND DOORS TYPICAL PAPER Or 5/5" EXT. GR. PLYWD COUNTERTOP SITTING AREA iv ON 2x6 SUDS @ 1611 OG IN/ R-Ici ON WOOD cathedral ceiling INSULATICA, TYPICAL FRAMING n SILL FLASHING iEE m FLOORING ON (2) 5/4" 2x6 PLATE PROVIDE SUPPORT FOR----- OR PLYWD ON FLOOR JOISTS 4 4" THK POURED GONG COUNTERTOP vv/ R 22 INSULATION TYPICAL STEM FOUNDATION TERRACE- — — — — — — FIRST FLOOR HIM " THK RIDGED WALL AT ALL 1 O" INSULATION FOUNDATION WALLS suBFLoolz 4" THK POURED GONG STEM (3 RpR 2x I6 OG GRADE WALL ALL AT ALL 10 FOUNDATION WALLS 8"xib" GONG 2'-Cl" H x 5'-0" W SEE DETAIL 2-AI BLK PIER INSULATED AGGESS HATCH GRADE N f-PROVIDE 8x8x24" LONG TIMBER > ANCHOR SPIKED AT EACH DEADMEN 10" THK GONG 2" THK CRAWL �— F I N 15HED FIRST FLR- FOUNDATION GONG SLAB SPACE NEW TERRACE PANANG ROVIDE 45" LONG DEADMEN TOP WALLS ON GONG ' m _ _ TOP_OF_G_R_AW_L_ ROW AT 8FT OG FOOTING TYPICAL SPACE SLP%B . . . . FLOOR JOI5T5 24"8"xlb" GONG FOOTING W 50 x 12" DEEP/ 2#5 GONG FTC, W/ (3) #4 REBAR CONTINUOUS TYPICAL EACH WAY, SET 4" OFF I" THK EXPAN51 ON T`fPI ID Sx8 PTL TIMBERS AL BOTTOM, , S JOINT AND FILLER 4611 i OVIDE 12" LONG GAL STL #5 REBAR CONTINUOUS SPIKES AT 24" SPACING AT ALL TIMBER COURSES IES EBUILDING SECT1015" 0 i GRADE i 2x 'An wl 6 PLATE i i VERIFY TORARCHITECT (2) #5 REBAR CONTINUOUS � 5/8" x 16" CAST IN HAF%ATU NO lAkamm 0 L ' H 0 E. GRADE SCALE: 1/4" = 1'-0" PLACE ANCHOR BOLT SOUTHOLD, NEW YORK DATE: 6-6-2023 10�� 52" O.G. (TYP.) REVISED DATE: 7-27-2023 I THK. POURED GONG. OVIDE REBAR 24" LONG FOUNDATION WALL. FROM FIRST TIMBER INTO GRADE PROVIDE LIQUID APPLIED DAMPPROOF I NG 8" THK R GRAVEL FILL GRAVEL 8 DEEP 161, WIDE �� a` TA�GOy�� U RAL TALGAT BELOW GRADE DRAIN �w J qT �n ARCHITECT FOUNDATION STEM WALL DETAIL WOOD RETAINING WALL DETAIL 1 * 436 7th STREET NO SCALE NO SCALE N ri GREENPORT NEW YORK 11944 BUILDING PERMIT SET _ d �� (631)477-8963 WIND-BORNE DEBRIS PROTECTION FOR OPENINGS Iq 07 � STRUCTURAL R�VI�V�I BY sT�V� MAR�sCA, �� FORV�IALL O�'�N I NG PROTECTION O�120 MPS �-s�GOND Jul I ND GUsTs 188-0� Y�I�sT MONTAUK H I GHY�IAY, HAMPTON BAYS, NY CMAXI MUM MEAN ROOF HE I OHT: 55 9 SIMPSON LSTA - 20 GAGE P+�ON C I �28 �480 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY CLASSIFICATION DESIGN CRITERIA: or 2 x TIE ® EACH RAFTER DF-51GN IN ACCORDANCE WITH AMERICAN s I NGL 1=,�M I LY RESIDENTIAL r \ IN vIEw OF STRAP. FOREST PRODUCTS WOOD FRAME I a - ICE SHIELD UNDERLAYMENT CONSPRESCRIPTIVET IOFOR I + 2 FAMILY HOUSE METHOD SHUTTER ASSEMBLY 1 REQUIRED - 24" FROM EDGE N.T.5. HEIGHT FOR PANEL SPANS: 0 < 4'0 WIDE SPAN ° I 55'-0" MAXIMUM GROUND SNOW LOAD - 45 P5F. FIRST LEVEL - 40 P5F. L.L. 23/52" (5/4") APA SPAN-RATED 45/24 SHEATHING GRADE PLYWOOD 1 LIVING AREAS - 40 PSF. L.L. ALTERNATE POSITION OF (OVERLAP AROUND OPENINGS 4") I 1 . HURRICANE CLIP USE BEDROOMS - 50 PSF. L.L. 1,- 1 I 51MP50N H5 ASSEMBLY: FIRE AREA WIND SPEED - 150 MPH ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #lOx3" (w/ WASHERS) G.ALVINIZED OR STAINLESS STEEL I I RsIDNG X SEISMIC DESIGN CATEGORY - B WOOD SCREW @) lb" O.G. SIMPSON H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I 10, WEATHERING - SEVERE CLIP NAILED. FROM ' #10 TEE NUTS ATTACHED TO BLDG. w/ #I0xl-1/2 ( N/ WASHERS) I I TYPICAL ALLFROST LINE DEPTH - 56" MACHINE BOLT 12" O.G. a� I 5 - Sd NAILS EACH END TYPE OF CONSTRUCTION TERMITE - MODERATE TO HEAVY APA RATED PLYWOOD TO CONVENTIONAL LIGHT FRAME WOOD DECAY - SLIGHT e I a EXTEND TO TOP OF TOP PROVIDE 8d COMMON PLATE. NAILS ® 4" O.G. AT CONSTRUCT)ON ICE SHIELD UNDERLAYMENT REQUIRED - YES EXTERIOR EDGE OF ALL - I SHEATHING. GENERAL NOTES 1�, J o 1. ALL NORK ACCORDANCE WRITH, AND 2D EOUINYSNT S DELL E GODS,IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE DESIGNED AND BUILT I N AGGORD,ANGE AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. I - �� MULTIPLE SECTION ASSEMBLY: CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN i �1 I 1/4" THICK BOLTS ® 2' OG 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY 1 I I I MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE. 1 I I 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLA5 FIR- 15. ENGINEER TD BE NOTIFIED IN WRITING OF ALL 14' I �' LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. 1 I I 1 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I6. ELECTRICAL AND MECHANICAL COMPONENTS 'TO BE ( I I I I STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. PLYWOOD SHEATHING PARTITIONS, EXCEPT AS NOTED ON DRAWING. I I � 1 I �� 1 � TO OVER LAP BOX I'1. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE BEAM - TOP + BOTTOM. I 1 �- 1 - 5. BRIDGING TO BE PROVIDED FOR ALL JO15T5 AND 325 EPDXY 3 II' DIAMETER.. LLFASTENERS TO BE ,ASTM I 1 I 1 I I I -SIMPSON MST2'1 FLOOR BEAMS. SPACING NOT TO EXCEED 5.0 FT. 1 I I 1 1/2" WIDE - 20 GAGE 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 1 I I I I METAL STRAP *48 (b.00. . ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(B) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER � 1 d I't AND OWNER. 1 I 1 1 I I DOUBLE TOP CONSTRUCTION AND ORDERING OF MATERIALS. TH15 SHUTTER ASSEMBLY I I 1 , 2 x 6 ®I6" O.G. PLATE FOUNDATION HAS BEEN DESIGNED FOR A SOIL la. DO NOT BACKFILL AGAINST FOUNDATION NALL5 STUDS BEARING CAPACITY OF TWO (2) TSF AND 6RADE5 UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. N.T.S. I I 1 I LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1 I I I I THESE CONDITIONS ARE MET. ALL FILL BENEATH ( ' 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL FOR PANEL SPANS:4' OR WIDER SPAN `� CONCRETE SLABS TO BE COMPACTED TO q5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 25/52" APA SPAN-RATED 45/24 5HEATHING GRADE PLYWOOD I I i RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. (OVERLAP AROUND OPENINGS 49 WRAP + NAIL STRAP 2x4 5TRONG-BAC:K5 @) 24" OG 1�-' 1°J - AROUND SILL PLATE 4 - 8d NAILS -1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TD BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND 1 I I AT ANCHOR BOLT SUPPORTED BY DOUBLE UPRIGHTS, Q.D FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY ASSEMBLY: I SIMPSON MST27 NEW YORK STATE BUILDING CODE. 1). PREASSEMBLE PLYWOOD TO 2x4'5: # lox3" (w/ WASHERS) GALVINIZED I I/2" WIDE - 20 GAGE MINIMUM OF 2-2x8 OR A5 SHOWN ON DRAWING OR 1 M TRIPLE UPRIGHTS. ALL HEADERS N BE STAINLESS STEEL WOOD SCREW (9 12" O.G. I I METAL STRAP @48" OC. M . 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TD 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I'F- 8. PROVIDE FIRE5TOPPING AT ALL LEVEL #Iox3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL " dINAILS a 4x O.G. SILL PLATE PENETRATIONS AN EXISTING DWELLING REQUIRING A BUILDING PERMIT "`a- NOW REQUIRES THAT ALL SLEEPING ROOMS IN TIHE NDOD SCREW © 16" O.G. ;,.<,t: =:.< ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: a. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 2 - #5 REBAR #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-i/2 ( W/ WASHERS) `4: ---2 x 6 SILL PLATE CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. MACHINE BOLT 0 12" O.G. A 23. THE NYS CODES ALSO APPLY TO ACCESSORY GQ D' AND DECKS ETC.. WINDOWS - GLAZED OPENING . ;'. SEE FOUNDATION DWG. '`•"'✓;' ° STRUCTURE DESIGN. "M= x: ti 10. DO NOT SCALE DRAWINGS. FOR DESIGN. r✓-/8" x 12" A.B. a48" 00. ' +�-'E w/ FENDER WASHER. PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. E;rj:; 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TD BE RATED FOR 120 MPH. WIIND LOAD IN ACCORDANCE KITH LARGE MISSILE TEST OF ' FOR THE INSPECTION OR SUPERVISION OF ASTM E Iggb AND OF ASTM I886. . CONTRACTOR MAY USE WOOD STRUCTURAL PANELS THIS CONSTRUCTION PROJECT. FEDERAL, STATE IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION AND LOCAL ZONING AND BUILDING CODE COMPLIANCE PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH SHALL BE THE RESPONSIBILITY OF THE HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH CONTRACTOR. ALIGN WITH WINDOW JACK P05T5 ,E.HEADER + SILL PLATE. PANELS TO BE MAINTAINED ON SHE. SHALL COMPLY W/NYSBG CHAPTER #2304.q.6 LABEL LOCATIONS ON EACH PANEL. FRAMING NOTES NAILING SCHEDULE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d 1@ 4" DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d ® 12" oz. BETTER' INTERMEDIATE. - TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL COVE 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 5/4" MIN. THICKNESS. ALL EDGES OF 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE RAFTER/TOP PLATE 3-16d (TOE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE CEILING J015T/TOP PLATE 4-8d (TOE NAILED) NAIL PLYWOOD SUB IFLOOR TO FLOOR JOISTS. CONNECTORS BY TECO OR APPROVED EQUAL. FOR CEILING JOIST/PARALLEL RAFTER 8-16d (FACE NAILED) TIMBER PILE FOUNDATIONS PROVIDE HURRICANE o CEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) 4 ALL HEADERS UPRI AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER WITH DOUBLE UPRIGHTS, q'-O" AND OVER WITH COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4"' strap) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. h BLOCKING/RAFTER 4-5d (TOE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. O RIM BOARD/RAFTER 4-16d (END NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GE:ORGIA o Io TOP PLATE/TOP PLATE 2-16d (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) HEADERS SHALL HAVE BEARING STIFFENERS IN5)TALLED a a � 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR STUD/STUD 2-I6d (FACE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONa. WEB ROOFS HEADS HEADER 16d FACE NAILED-GABLE ( ) 6. DOUBLE FRAMING AROUND TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Rio stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE I 3/4" BOTTOM PLATE/FLOOR JOIST 3-I6d (PAGE NAILED) LVL RIM JOIST SHALL BE REQU c o JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED), 7. DOUBLE UP FRAMING UNDER ALL P05T5 AND PARALLEL IRED AT FLOOR a BRIDGING/JOIST 2-IDd (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF h BLOCKING/JOIST 2-I0d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) 8. ALL FLUSH HOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. 100< o <,45 O LEDGER 5TRIPBEAM 4-Ibd (FACE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY JOIST ON LEDGERBEAM 3-Ibd (TOE NAILED) "TEGO" OR APPROVED EQUAL. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 RON5 OF 1/2" DIA. o BAND JOIST/JOIST 3-I6d (END NAILED) GALVANIZED MACHINE BOLTS � 12" D.G.. h q BAND JOIST/SILL or TOP PLATE Ibd (TOE NAILED) . NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. 3- GABLE ROOFS PLYWOOD ROOF DECKING 5- �4" O.G. EDGESN �8" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TD 0 o SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE 0 10 < o L45 STRIP SHEATHING 8d (ONE/RAFTER) 100< o �3o ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND PLYWOOD NALL 5HEATHING Sd ®4 O.G. ED6E5, ®8 O.G. FIELD Ic PROVIDE 8d COMMON NAILS ® 4' O.G. PLYWOOD SUBFLOOR DECKING Sd (p6" O.G. EDGES, @12" O.G. FIELD OWNER. AT HIGH PRE55URE ZONE - b" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. 100< O (300 PROVIDE Sd NAILS a 4 O.G. AT PERIMETER INTERIOR H A A T U N I A' Nm 0` 0 0"'A L H 0 U PORTIONS OF PANELS IN HIGH PRESSURE ZONES. NOTE : a = 4 FT. IN ALL GASES SOUTHOLD, NEW YORK COMPONENT AND CLADDING PRESSURE ZONES RE�A DATE: 6-6-2023 5�E qc Q�o� JQN1. Tat�9y%`�o l U RAL TALGAT ftmOTES & DEFfFAILS S T R U (a..0`10URAL IM * .� * ARCHITECT _ . 436 7th STREET �� 2 �o . GREENPORT, NEW YORK 11944 BUILDING PERMIT SET N (631)477-8953 AX