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HomeMy WebLinkAbout50450-Z Town of Southold 5/13/2024 a P.O.Box 1179 o _ 3 53095 Main Rd y o�. Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45173 Date: 5/13/2024 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 40817 CR 48, Southold SCTM#: 473889 Sec/Block/Lot: 59.-7-29.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/10/2021 pursuant to which Building Permit No. 50450 dated 3/19/2024 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: accessory garage as applied for Q The certificate is issued to VHNF 8402 Soundview Ave LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 50450 04/17/2024 PLUMBERS CERTIFICATION DATED 0 W tho ize gnature O�gUFFDI�co TOWN OF SOUTHOLD BUILDING DEPARTMENT y z 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#: 50450 Date: 3/19/2024 Permission is hereby granted to: GTA+Design LLC 287 Clinton Ave #2 Brooklyn, NY 11205 To: replaces bp#46588 Construct accessory garage at new single family dwelling as applied for. At premises located at: 8402 Soundview Ave, Southold SCTM #473889 Sec/Block/Lot# 59.-7-29.5 Pursuant to application dated 6/10/2021 and approved by the Building Inspector. To expire on 9/1812025. Fees: - PERMIT RENEWAL $295.90 Total: $295.90 Building Inspector FBI/( TOWN OF SOUTHOLD BUILDING DEPARTMENT cox TOWN CLERK'S OFFICE oy • o�� SOUTHOLD, NY col f ya 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#: 46588 Date: 7/20/2021 Permission is hereby granted to: Babtist, Jennifer PO BOX 1771 Southold, NY 11971 To: Construct accessory garage at new single family dwelling as applied for. At premises located at: 8402 Soundview Ave., Southold SCTM # 473889 Sec/Block/Lot# 59.-7-29.5 Pursuant to application dated 6/10/2021 and approved by the Building Inspector. To expire on 1/19/2023. Fees: ACCESSORY $416.80 CO-ACCESSORY BUILDING $50.00 Total: $466.80 Building Inspector pE SOI Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 QIGCOUA%�,�` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: VHNF 8402 Soundview Ave LLC Address: 40817 CR 48 City:Southold st: NY zip: 11971 Building Permit#: 50450 section: 59 Block: 7 Lot: 29.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Daniel Wilcenski Electric License No: 4723ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures 8 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt 50A Recessed Fixtures CO Detectors Sub Panel 60A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 3 4'LED P1 Exit Fixtures Sump Pump Other Equipment: Car Charger Outlet, 12 Circuit Sub Panel / 9 Used Notes: " AS BUILT NO VISUAL DEFECTS " Garage - Did not see rough wiring Inspector Signature: Date: April 17, 2024 S.Devlin-Cert Electrical Compliance Form ho�a0f SOUTyO� 4 �� �C� Y Q' `✓ -- # TOWN OF SOUTHOLD BUILDING DEPT. Ulm, 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: ��&/11I e2q&4ap,w t o fill ar'V'L i64 r.L]4'A fflb'rk A qz-a-A Af a AW L , DATE INSPECTOR. pF 50(/lyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 �,qOANSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/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: I Agg-" y" ov4 44, C-41 0 DATE l' INSPECTO nD AL N Sa° jN. J. MAZZAFERRO, P.E. rOUGFj- ,[z) PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer July 13, 2022 Design Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Tuck 9402 Soundview Ave Southold,N.Y. 11971 District-1000, Section-59., Block-7, Lot-29.5 Building Permit Number—46587 &46588 Inspection—Footing—Pier-Reinforcement On 5/25/2022, the construction at the noted location was inspected. The inspection covered the footing and reinforcement for the new residential structure and the accessory garage. The areas inspected included the excavation,reinforcement, and footings for the new house and the accessory garage. The inspection was completed before backfilling. The inspection results and my review of the information provided is: Items inspected included footing depth, size and reinforcement,pier depth, size and reinforcement. The footing and pier work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. F NE M �R�r Nicholas J. Mazzaferro, P.E. ° U �� ��• 057 w�J A�OFESSIONP� DR PLO JUl_ , N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 rowN of SO1JT _`` Phone- 516-457-5596 Consulting Engineer July 13,2022 Design, Construction, Infection Page Iof1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Tuck 8402 Soundview Ave Southold,N.Y. 11971 District-1000, Section-59., Block-7, Lot-29.5 Building Permit Number—46587 &46588 Inspection—Footing and Foundation On 6/l/2022,the construction at the noted location was inspected. The inspection covered the footing and foundation for the new residential structure and accessory garage. The areas inspected included the footing keyway, foundation walls forms and reinforcement of the new residential structure and accessory garage. The inspection was completed before backfilling. The inspection results and my review of the information provided is: Items inspected included footing keyway size and foundation wall size and reinforcement. The footing and foundation work was done according to approved plans and in compliance with the applicable sections of the.IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and profe§sslonal judgment, construction as installed complies with the plans and p applicable codes of the IRC,NYS and Southold Town Building Codes. 0 NEW .fie 14 o�-t O N h J.I aferro, P.E. 4O 057o �DFESSIM4 D JUL N. J. AZZAFERRO., P.E. F PO Box 57, Greenport,N.Y. 11944 ro�M L 5 �T - A) Phone - 516-457-5596 Consulting Engineer July 13, 2022 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Tuck 8402 Soundview Ave Southold,N.Y. 11971 District-1000, Section-59., Block-7, Lot-29.5 Building Permit Number—46587 & 46588 Inspection—Foundation Wall and Damp Proofing On July 12,2022, I inspected the construction at the noted location. The inspection covered the completed foundation wall and damp proofing for the new residential structure and accessory garage. The areas inspected included the foundation wall and damp proofing of the new house and accessory garage. The inspection was completed before backfilling. The inspection results are: Items inspected included foundation wall size, finish and damp proofing coating. The foundation work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF !VF r J. Nicholas J.Mazzaferro, P.E. lu u p . 05 R� Sslow"', FIELD INSPECTION REPORT DATE COMMENTS , FOUNDATION(IST) �y ------------------------------- FOUNDATION(2ND) O y ROUGH FRAMING& PLUMBING l c \ r INSULATION PER N.Y. H STATE ENERGY CODE v FINAL C ADDITIONAL COMMENTS T •�y $ q'S.4o t* 1040-A Ll •30' Cv �D y x , d Q.Aa "�a�a TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 o! Telephone(631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtownn.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �i JUN 10 20 PERMIT NO. Building Inspector: Applications and forms must be filled out in their ent�retyc Incomplete ` applications will not be accepetl .Where'the Applicant is not the owner;an Owner'sAuthoraauonfnrm(Page 2)Fshall be completed" Date:5/27/21 r 011UNER(S)OF PROPERTY ' Name:GREGORY TUCK SCTM#1000-59.-7-29.5 Physical Address:8402 SOUNDVIEW AVENUE Phone#:917.968-4232 Email:GREGORY GREGORYTUCK.COM Mailing Address: 156 STERLING STREET CQNTACT'PERSON r } �s` Name:EILEEN WINGATE FOR QUIETMAN STUDIO LLC Mailing Address:2805 WEST MILL RD, MATTITUCK NY 11952 Phone#:516.818.9754 _ Email:EILEEN@QUIETMANSTUDIO.COM 4DESIGN PROFESSI0111ALI fgRMATION { k 'Al c Name:JOSEPH FISCHETTI, P.E..--.. ..m....._.._,.._.... __... .._ .�w . ,.,.w.ro_...._....,_.....,.._•,,...... w_.�.. .m ..d._.-...,....._.� ., _.......,. Mailing Address:PO BOX 616, SOUTHOLD, NY 11971 631-765-2954 Email:JOSEPH@FISCHETTI.COM Phone#:....w.._....�.:.-..�wF_...._..,�..._�.._�..�.�.:.,v.,.�.....�.,_..�.�.T_..��_.._._.....�...._:.w.�.,_-.__.... ,w...,..._.,-......��.�...__.........rR..�..w.. - CONTRACTOR WFORMi4T10N Name:TBD Mailing Address: Phone M Email: DESCRIPTION OF°'PROPOSED COiV5TRUCTION '�" � �; � � ,12 5 ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ®Yes ❑No 1 Existing use of property: VACANT Intended use of property:SINGLE FAMILY WITH GARAGE Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80' this property? E]YesigNo IF YES, PROVIDE A COPY. ,8-Check BOX Af ter Reacting The owner/contractdr/dislgrf' f6r ilfdrilniqci and des providedip- ' by 6r6f6§S1dna1'1s-rbspqhMb1 e ,paptgr Codc"AP-PLICATIONIS HEREBY MADE theBW Building zore Ordinance County,New b(liulldiri- e T ........... inio ltion�as he-r.e'6! 41 'fl, additions;alteration§or for I "d 0 comply wrth(al,11-00,1 101 1 ordinances,�i� The e:aw�,9,F !qqpco�;, �ijl,dlfigcode,Fious�ng ' c eT�q�;6d a-�i�ii'�iiieiulations-andtd�i rfil False'stbternentsm ehdtbin' re-�:;' d p� f tfiii'& �ek y misdemeanor- s-dem' eandtou 6 216A e� StatePenalLaw:` Application Submitted By(prl name): �ex RAuthorized Agent DOwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF tfi�� W being duly sworn,deposes and says that(s)he is the applicant (Name of individual signi6g-contract)above named, (S)he is the oww- (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 020 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) GqLq W -�UaC residing at 156 STERLING AVE, GREENPORT do hereby authorize EILEEN WINGATE to apply on my behalf t of Southold Building Department for approval as de n. 05 Owner's signatul'e' ate Print Print Owner's Name 2 ^ Y BUILDING DEPARTMENT - Electrical Inspector TOWN OF SO UTHOLD Town Hall Annex- 54375 Main Road - PO Box1 79 . , . gr , 4%`� Southold, New York 11971-0959 b a . . Telephone (631) 765-1802 - FAX (631) 765-95 2 ro err Arysoufholdfownn . ov w wand soufholdfo ov APPLICATION N(FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATIOau `7 Information Required) Date: - L -zz Company Name, I�,,� ' Electrician's Name: License No.:q?7-2, N1,fe _Elec. email• � Elec. Phone No: 31. 2-3 �. 6 z p� ®I request an email copy of Certificate oP pliance Elec. Address.: P 4,, 60.Xs6 �` JOB SITE INFORMATION (Ail Information Required) Name: ---, Address: € D.� `J `: . So v n tr � r4-t/� � �o v�l..r�J i �J� Cross Street: 2 l Phone No.: , Bldg.Permit#: yGs ° ` email: Tax Map District: 1000 - Block: Lot: Ec - raDESCRIPTION OF WO (l v rP QUA ' _ "-G1E {Please Print Clearl ): le All That pP Y' Is job ready for inspection?: " YES Rough In Final Do you need a Temp Certificate?; ® YES❑NO,,,.: -Issued On'.. Temp Information: (All information required) Service Size®1 Ph[]3 Ph Size: qd D A #Meters Old Meter# iN Z New Service[]Fire Reconnect OFlood Reconnect[]Service Reconnect®Unde round #Underground Laterals 1 � verhead 2 H Frame Pole Work done on Service? y Additional Information: PAYMENT DUE WITH APPLICATIONno - -,1i2-� • --=Cam. �f. - -J���-- _: _ .: .. _. _„ •, . -- • '" ; . tf'U✓ • ,'CSC 1.. v'..... ._ - - _; ,._ .>_... .. ...-;: -: _ _..� i"` _ , � s GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE.UNDERGROUND UTILITIES EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR SPECIFIC PURPOSE AND USE,THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS, POOLS,PATIOS, PLANTING AREAS ADDITION TO BUILDINGS,AND OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT OF WAYS,WETLANDS,AND/OR EASEMENTS OF RECORD, IF ANY,NOT SHOWN ARE NOT GUARANTEED. SANITARY UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF WELL / SECTION 7209 OF THE NEW YORK STATE EEXJCA71ON LAW. COPIES OF THIS SURVEY MAP 500' + NOT BEARING THE LAND SURVEYOR'S SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL 5 O SANITARY NOT BE CONSIDERED A TRUE V COPY. WELL + ALL LOCATIONS OF AND DISTANCESCES TO WFIl S AND CESSPOOLS ARE BY LOCATIONS FROM HOMEOWNERS,FIELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM / WELL OTHERS. SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS IMPROVED CANNOT BE CERTIFIED. WELL LOT 1 IMPROVED /LOT Z (TAX LOT 29.4) (TAX LOT 29.6) 322.40' SPIKE N 53 24-40" E _ — ---o SPIK x - OVERHEAD WIRES N FNO. 97.1' •P Z LI.LC.O EASEMENT P O .P_ y O 4 s � J PROP. SEPTIC: (5 BEDROOMS) J yF 1 - 1,500 GALLON SEPTIC TANK °p 2 - 8' DIA. X B' DEEP LEACHING POOL (31fA �� CONc. ROOM FOR 50% EXPANSION l z' R x NON. N PROP. SEPTIC: (POOLHOUSE) I n• b _�.n° g se 1 - 1,000 GALLON SEPTIC TANK 1 - 8' DIA. X 4' DEEP LEACHING POOL L1701 �` p° O �5s°.K• ° TLtEE • Z P C NOTE: w ,oavaa 3ea'b 'a (t1 -n UNSUITABLE SOILS MUST BE REMOVED AND REPLACED WITH A »p THREE FOOT CLEAN SAND AND GRAVEL COLLAR AROUND THE r" 10. 0.... w S < LEACHING POOLS TO A DEPTH OF AT LEAST SIX FEET INTO A PR STRATA OF TYPICAL LONG ISLAND SAND AND GRAVEL ono2 Srtu+. 0 ZL p��5ib BIRCH O 35• +/— � TREE SWVTWY p° r Z a ��.` �S �, 36 Z TEST HOLE BY MCDONALD GEOSCIENCE, FEBRUARY 24, 2020. �O C `"'� `\�`� y ,'F %° GROUND ELEVATION 36.0' 9f5.4' o N 2 c:D TV, ' I. ----- i�x -- DARK BROWN LOAM - OL 0 0 bpp°v. `1 0 BROWN SANDY CLAY - CL Tf�� 5N✓R l ` BROWN CLAYEY SAND - SC BROWN FINE SAND - SP 22' '. BROWN CLAYEY SAND - SC LOT 3 32' (EL 4.0') mcR.K aWA^'C ` WATER IN BROWN CLAYEY SAND - SC WOO10 WATER IN BROWN FINE TO MEDIUM SAND - SP WELL 41' ©TREE W DO WATER ENCOUNTERED 32' BELOW SURFACE ,TREE ` N TEEHD 36.0 �\`97 x 1a 318.83' w won!,` coNc• 20 BUFFER LcX MON• 58.7'x .011 - L � 1 1 1 0 z 97.4' �LPANDED 1 x BUFFER '� r x W!£ M"''v 11 O C 36 1 y ?:Ix O vo i n zo - WELL 406 + pROPOSE')No 1 1_; GRAVEL.OR a 10 2 gUFFER�\ 0 � 1 smf OF a�fiFA 1` • i Ln 1 1 1 1 � 1 TITLE N0: 19-AS-55002 CERTIFIED TO: r r ADVANTAGE TITLE AGENCY, INC. LOT 4 i 1 OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY OVED / WELL Y N GTA & DESIGN LLC 1MPR O ' ; rL 11•. s 7°"'1AE 32' WIDE R p.W. c Ta 1 <o ' N j SfNUE w �TAt 1 1 0~ FILE # — 1340 �RTH � E sE �o PATH w"1.�10'N 0 1 no.e. SCALE: 1" = 80' OF 1 DATE: JULY 11, 2019 1, o MARCH 17, 2020, BOH w MAY 11, 2020, REVISE PLAN L DECEMBER 8, 2020, SET STAKES, LOCATE SPRUCE ROW "° JANUARY 20, REVISE BUFFER 50' WIDE Z.O. 1 1 REVISED SUBDIVISION MAP OF MINOR SUBDIVISION PLAT MADE FOR ROBERT T. BAYLEY FILED JUNE 14, 2016 AS MAP NO. A816 LOT AREA: 182,563.8 SO. FT. = 4.19 ACRES PROPOSED BUILDING COVERAGE: (HOUSE W/ OH'S, POOLHOUSE, SHEDS, GARAGE) 4,472.8 SQ. FT. = 2.4% PROPOSED TOTAL LOT COVERAGE: 15,524.6 SO. FT. = 8.5% S f "r7e-� w,rfwl WE PROPOSED CLEARING / SOIL DISTURBANCE: 37,226.3 SQ. FT. 20.4% �1 Cn ELEVATIONS ARE N.A.V.D. 1988 DATUM. Z r z LOCATION OF EXISTING SEPTIC AND WATER (T1 SERVICE AS PER OWNER. ' D1 N S 0(.03'5¢'w O `1 25.31 AO V5 +�4tpi�54 SURVEY OF C) papa 33•D9'(" •W)6 ) L 0 T 3 & 42.s' ,� 40' RIGHT OF WAY 43•; X�Q 42.6' x MAP OF 41.6' ROBERT T. BAYLEY SITUATE AT ° COLONIAL SURVEYING, PC SOUTHOLD JOSEPH SECCAFICO, PLS TOWN OF SOUTHOLD N.Y.S. LIC. NO. 050906 SUFFOLK COUNTY, NEW YORK 149 HAMPTON ROAD S.C.T.M. 1000 — 59 — 7 — 29.5 SOUTHAMPTON, NY 11968 PH 631-283-5500 COLONIALSURVEYING@YAH00.COM COPYRIGHT - 2021 COLONIAL SURVEYING, PC NOTES APPROVED AS NOTED DATE: B.P. —��45;rrS— FEE. - kO BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: — - 1. FOUNDATION - TVIO REQUIRED FOR POURED CONCRETE o- � 2. ROUGH - FRAMING & PLUMBING Lu 3. INSULATION 4. FINAL - CONSTRUCTION MUST — BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE Z � Z REQUIREMENTS OF THE CODES OF NEW J CD 0 cV YORK STATE. NOT RESPONSIBLE FOR � O Q � DESIGN OR CONSTRUCTION ERRORS. m = cn Q = CM OOOUI � wco cn USE IS UiL/"`v v UL o ET `OT WITHOJT C CL or: or XX X X M CGi> PLY WI;H ALL CODEc PORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF X X SOUTHOLD TCI�%CBA SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES REVISIONS 4 DRAWINGS ISSUE: PROPOSED SOUTH E L E VAT I O N Y.S.N. DEC No. Revision/Issue Date SCALE: 1/4" = 1'-0" RETAIN STORM WATER RUPIOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION, HAS BEEN APPROVED. TRUSS PLACARDING REQUIRED tJ1 exterior lighting installed,replaced or 17T repaired shall conform to Chapter 172 Project Title of the Tovrn Code - — or"! =- Z-5 F YINEI'�►fi�D HOUSE -OUTHOLD, NY 11=I 114t . GREGORY TUCK ARCHITECTURE LE —1 68 JAY STREET,SUITE 712 .. BROOKLYN,NY.11201 t'a WM.GREGORYTUCK.COM GARAGE �. r VINEYARD HOUSE PROPOSED EAST ELEVATION 8402 SOUNDVIEW AVENUE SCALE: 1/4" = 1'-0" SOUTHOLD , NEW YORK Project Sheet vineyard House Date 1/12/2021 C_ 1 Scale •J FF NOTES W -� z z Z Lo J (0 N - — Z 0 m = o �. � p � C- ) _ OTC IL LU LLIJ t4� PROPOSED NORTH E L E VAT I O N REVISIONS 4 DRa,UJING ISSUE: SCALE: 1/4" - 1'-0" No. Revision/Issue Date Project Title 7-7 [Lull, I i VINEYARD HOUSE SOUTHOLD, NY o GREGORY TUCK ARCHITECTURE 68 JAY STREET,SUITE 712 s .« a BROOKLYN,NY.11201 �. WWW.GREGORYTUCK.COM LU GARAGE VINEYARD HOUSE 8402 SOUNDVIEW AVENUE SOUTHOLD , NEW YORK PROPOSED WEST E L E VAT I O N Project Sheet SCALE: 1/4" = 1'-0" Vineyard House Date 1/12/2021 S— Scale NOTES ry W -�-� Z Z Z LO c") A --------, w CDp cq 3 � X -� �n I 1 36'-0" ZmoC�O lo o . �- &5o = M U, ri: oC.0 w U) `. u- I 1 8"PC WALL w/16"X8"FTG.3'BELOW GRADE FOOTING TO HAVE(2)#4 BARS(TYP) 1 i 1 1 ' I i i , 1 i REVISIONS 4 DRAWIN(S ISSUE. O O No, Revision/Issue Date fV i N ---- --- ----------- - -------------------------------------------------- ' -------------------------------------------------- ----------- -- , 4"CONC.SLAE 00 6X6 10/10 WMv ' I d B 36 ' 36 1 i ; i VERIFY CUTS FOR EXTERIOR OPENINGS PRIOR TO CONSTRUCTION lY1 ' 1 1 i i i I I 1 I 1 i i ' Project Title 9'-311 2'-3" : 9'-3" 21-3" 7 -311 loe Yz 1'-10 ° 1'-10%" 36'-0" �d A ------ � .�,. 3 VINE` AfRD HOUSE SOUTHOLD, NY FOUNDATION PLAN SCALE: 1/4" = 1'-0" wz ,�� GREGORY TUCK ARCHITECTURE \ 68 JAY STREET,SUITE 712 e s .0 . N\ BROOKLYN,NY.11201 WWW.GREGORYTUCK.COM x u IN , � :... 0 GARAGE ��� VINEYARD HOUSE Via ' 8402 SOUNDVIEW AVENUE ." a �F .A SOUTHOLD , NEW YORK Project Sheet Vineyard Nouse Date -t/Izno2l S-3 Scale I NOTES • n � `— w —� z Q� . Z ZLO J ( 0 N A Q O O c0 3 --------i z 00 = 36'-01I O F- lo 10 � ° = M W � OO 1 1 LL I 1 I (3)2X10 HDR (3)2X1O HDR (3)2X10 HDR �S 1 1 1 9'h 2X6 STUD WALL w 1/2"SHTG.OVER 2X6 ACQ SILL PLATE TERMITE SHIELD SILL SEAL 1 I I 1 _ � o REVISIONS 3 DRAWING ISSUE: o I o x U X No. Revision/Issue Date O N - O � I p _I N LL I N N ---------------------- - -------------------------------------p -------------'---------------- pI ------------------------------------ - ------------ ----i O , > 1 I I I 1 2 P I I W I X ~ B m= 1 X B ^� I 36 36 I I i 1 I i I 1 o , = I o , N ' 1 M 1 1 I 1 (3)1-3/4X11-7/8 ML HDR (3)1-3/4X1117/8 ML HDR (3)1-3/4X11-7/8 ML HDR 1 I I I i Project Title 1 i 361-011 .W A ------- VINEYARD HOUSE 3 SOUTHOLD, NY FLOOR PLAN GREGORY TUCK ARCHITECTURE 11-011 SCALE: 1/411 = 68 JAY STREET,SUITE 712 ��\o BROOKLYN,NY.11201 PT 1 :\\ �% WWW.GREGORYTUCK.CONI ... GARAGE \` VINEYARD HOUSE 8402 SOUNDVIEW AVENUE 6 SOUTHOLD NEW YORK \ Project Sheet Vineyard House Date 1/12/2021 S-4 Scale F-F[ -- NOTES Lu 0— w -� z z (0zLn A ------- w o p c N J 3 z000LO (00 ol 36'-0" m = e_ u (n 0 161'-511 U) O co w C/) " LL 1 2X6 PLT Q, \1e2 4 ML 2X10 RR Ow @16"OC io0 J P� O00 12 — — — — — — — — — — — — — — . — — — — — — — — — — — — REVISIONS t DRALUING ISSUE: c u -- x u -- cc No. Revision/Issue Date G O 1,L Zo Q [)r-------0 ----------- a `�° a (2)1-3/4X117/BMLRIDGE aU eU (2)13/4X11-7/8MLRIDGE � a ---------_v c N oo wco w in x ox o oo ry Zry Z oo DN N I I � 1 I 1 I 1 1 I B — — — — — — — — — — /�MQ — — — — — — — — — — — — — — — — B 36 12 36 0 oo12 4 ML 2X6 PLT 1 I, 16 F511 I, r I i Project Title 36'-0" ROOF DRAINAGE 3 VINEYARD RD HOUSE AREA 2"RAIN/HR. DRYWELL REQ. DRYWELL CAPACITY SOUTHOLD, NY 891.4 SQ.FT. 148.9 CU.FT. (1)8'dia.,4'deep 169 CU FT TOTAL ROOF PLAN SCALE: 1/4 = 1 -0 GREGORY TUCK ARCHITECTURE ' %;. \ 68 JAY STREET,SUITE 712 ' \° BROOKLYN,NY.11201 ° ? , WWW.GREGORYTUCK.COM 41 m 04 A ;.... , . ,� GARAGE VINEYARD HOUSE 8402 SOUNDVIEW AVENUE SOUTHOLD NEW YORK Project Sheet Vineyard House Date 1/12/2021 S-5 scale NOTES MFGR CUPOLA BY OTHER 12 — - - - — - - — - - - — — 7� )11- I:� ML RIDGE 0/ • • • • • • • • �r �x• (2)1-3/4X11-7/8 ML RIDGE W 2X10 RR 2X10 RR z • • • • @ 16.0C @ 16"OC �- FA ENFR T'Pf SPppNG. r—I (.0 M BlSED IIIEHDR�WR 'la'« xM E—ME IENG111 • _.EEMµ a•« W co p N 3 4"SUBFLOOR � < O 0 (0 iln EMBEDmENr LENGiN • • Q 11-7/8"TJ1560 WOOD-I FJ @16"OC CDZ CO• • I I 3V4' �a wDDD ur w.R,Breo wEB�M1xo I e� sRsnE R.wooD • • 1/2 E Fn,�P<wmoo" rINc O (MIERNN=)/16'0s B) LL �BwDDD=��• • • �"°� a10« O wN«w LL TYPICAL WINDOW OPENING w 1uwoDdarnEws PANEL SPAN EQUAL OR SMALLER 2h EM-1 xr Ir« THAN 4 FEET 1•wo iµ ucsrn - /\� xm EnBEDmENr IEMOIH TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET Mu1nP�P�rwnoo asfMmlEs AND EQUAL OR SMALLER mcErnfa"wxxsm"1D6.u`v°�"Ess s�reeD� No o.w`V00"u)oRN vm" c-1 oR cun wars wr wnwfRs THAN 6 FEET •ND NafD Hors p zro•o c 6MBE 1c crn TYPICAL MULTIPLE OPENINGS N�°AN R "5 PANEL SPAN GREATER THAN 6 FEET IErvc�N AND EQUAL OR SMALLER 'a�as°iEo uawa wnN 16•« THAN B FEET a�EMBfoMfNr lfNcr" WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL LL=L Ld AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116.' 2X6 ACQ SILL PLATE AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO TERM ITE SHIELD COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL SILL SEAL d CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ° ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. _ B� HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. • a e. • e a. a ° 4"CONC.SLAB,6X6 10/10 WMM •` °•c PITCH TO GARAGE DOORS b 8"PC WALL C? D ' (TYP) REVISIONS t DRAWING, ISSUE: 61 No. Revision/Issue Date 16X8 FTG (2)#4 BAR CROSS SECTION A 1 5 SCALE: 1/4" = 11-0" MFGR CUPOLA BY OTHER (2)1-3/4X11-7/8 ML RIDGE (2)1-3/4X11-7/8 ML RIDGE (2)11-7/8 ML RIDGE 2X6 CJ @16"OC 2X10 RR @16"OC (2)2x10 (2)2X10 Project Title VALLEY 3/4" LOOR VALLEY 11-7/8 TJ1560 WOOD-I FJ @16"OC VINEYARD HOUSE I�X�7'1 SOUTHOLD, NY 2X6 STUD WALL 1/2"SHEATHING .. GREGORY TUCK ARCHITECTURE 68 JAY STREET,SUITE 712 \ BROOKLYN,NY.11201 2X6 ACQ SILL PLATE A, � TERMITE SHIELD A� \ C7 SILL SEAL \ '' \ s WWWGREGORYTUCK.COM I b ° �. �� N •> .,3':-rF^ Via.' s e e a • e. a e. e ° •° GARAGE b 4"CONC.SLAB w/6X610/10 WMM b e 8"PC WALL VINEYARD HOUSE o ., , (nP)1.11 8402 SOUNDVIEW AVENUE SOUTHOLD , NEW YORK 16X8 FTG B CROSS SECTION B (2)#4 BAR Project Sheet Vineyard House Date 3 6 SCALE: 1/4" = 1'-011 1/12/2021 S-6 I , Scale NOTES r, Z WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS �:� ` Lu USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0 KING STUDS MM kENDWALL RAFTER CRIPPLE STUD WALL STUD W BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST ����//■■ s (0 z LO SIDEWALL t 1 1 '^ Q N RAFTER LL �1J JACK STUDS J >/ J '^ FLOOR USP NUMBER DESCRIPTION APPLICATION Z 0 O Zo 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS LLI ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT 0� O CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR O r HOLD DOWN BOTH DOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 1890. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE n• O co HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC cl: (.0 W W \� WALL STUD THROUGH-ROOF EXHAUST O METAL STRAP ILL VENTS SELECTED AND LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF CHIMNEY VENTILATION CHANNEL yS RIM BOARD RAFTER AS REQUIRED \�y),/� SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN off® SIDEWALL FLASHING VENTILATION Ulf WOOD JOIST FOUNDATION ' ' ' ' TOP PLATE BLOCKING FINISH WALL AND MOISTURE > 2x4 LEDGER BLOCKING STARRING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �.'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPI ICA r,ON • AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x3O" 18ga. STRAP AND JACK STUDS , ' GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" - 6' RAFTER RT10 10-3/4' x 18ga. TYDOWIN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. COr,NE'T TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH tT TO SOFFITED EAVE DETAIL ION ALL OPENINGS KEEP EFLAOOFIING NAILS OUT REVISIONS 4 DRAWING ISSUE: 2ND. FLOOR WALL OF/ ROOFING LAPS BASE No. ReVfsTon/Issue Date FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER 0 RIDGE CAP OF SAME / EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STARRING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD io AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STD[ DBL. SILL PLATE TERMITE SHIELD SILL GASKET ' f—SUBFLOOR WOOD JOISTS r CONC. SLAB NEOPRENE TYR. CONC. FOUNDATION A GASKET 2.6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL. POLY �y I BOLTED TO STEEL BEAM WITH y , , , 6MIL POLY ON EXTERIOR GRANULAR FILL �. q r - ' p 1/2 DIA. BOLTS 048" o.c. STAG. V STEEL COLUMN p A > • ' a I • ,a ROOF JACK ° v CONC. SLAB •p r. STEEL BEAM e•a n \•p ANCHOR BOLT EMBEDMENT: COMPACT FILL = POURED CO^lC RETE: 7' 4" x 1/4" x B" STEEL •p V i I ' i e e BLOCK WALL: 15" ROOFING LAPS TOP AND BOTTOM PLATE p ^ e WITH 1/2" z 6" ANCHOR BOLT a • y KEYWAY FOOTING o•e A Q•p �• p C CONC. FTG. —� •p Q•p C s' FLASHING AT USE WITH 3x3 SQUARE WiSHFRS SIDES AND TOP 1/2" GROUT Project Title t � ;O ANCHOR BOLT CONNECTION (USP LD PS58 CI? BP5331 1 e 3" STEEL COLUMN � REINFORCING BAR ANCHOR BOLT CONNECTION h h ( 10 KIPS ) �: � FOUNDATION 5/8" GIP.. ANCHOR BOLT I (<n DRAIN TILE p • SUPPORTING MAXIMUM SPACNG FLASHING LAPS , SILL PLATE TO FOUNDATION ROOFING AT BOTTOM -.� CRAWL SPACE OR FOUNDATIOP; 1 STORY 72" OC r.:z," TYPICAL BEAM DETAIL r, - SILL PLATE TO FOUNDATION ` ;�,>, rr Jy,�, TYPICAL CONC. FOUNDATION. APPLY PILASTERS L STORIES 35" OC '1" v -+' ,ya,;-," '•,_-.is.,,�>.'- MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING '�il'k' .. .{�{�.',(r r, WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC �!e "1 SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL ,o--CONC. SLAB DOOR FRAME SUBFLOOR VINEYARD HOUSE I 6X6 10/10 WWM COMPACT FILL ARAGE O-JOIST SOUTHOLD, NY USE 2X8 STEEL BEAM FOR SLOCKOUT 4" SLAB • P.T. PLATE W/6X6 WMM I SLOPE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT AT AIR s�ACE < • " _ (WITH A NAILING PLATE IF NEEDED) GREGORY TUCK ARCHITECTURE • '••�4'" AT END AND a• -„ T 1 2" • . =• •••• .• TO BE APROX. 1/2" OR HIGHER THAN tc•p ES OF WOOD p y •• STEEL BEAM TO ALLOW FOR SHRINKAGE 68 JAY STREET,SUITE 712 RADE • a s_"a""_"""v__:__, . . . e „ = BEAMS D e O '• .•• •p .l�.p `1• _ a_ a _ 4_ p •s p•a (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) BROOKLYN,NY.11201 12" _ 6X6 W.W.M. -a -Q �� a • '0 4 =11 a °'•e p•'p — MIN. e'eD a eD '^ Q'p Q'O �.' •• _NOTCH BEAM FOR MUDSILL F REQUIRED -- MAXIMUM p p C • • aye —SUB FLOOR V"".GREGORYTUCK.COM '�' •j 4 • REINFORCING BAR : •, NOTCH EQUALS 1/4 DEPTH OF BEAM U D e ° w •D � REINFORCING BAR �. s p•,s•s ye II-11 _ MOIST DRAIN TILE • a 12" 's SHEET METAL/ 30# FELT UNDER BEAM AT POINT I�' v 4•° STEEL BEAM OF CONTACT W'TH CONCRETE OR CONC. BLOCK - >,:e 3 TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • SHIMS TO LEVEL BEAM -- GARAGE REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM REARING SURFACE FO? MOOD DCAM GARAGE DOOR BLOCKOUT VINEYARD HOUSE BEAM POCKET 8402 SOUNDVIEW AVENUE SOUTHOLD NEW YORK Project Sheet V f neyard Mouse Date 1/12/2021 S-7 Ll Scale NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO B'WALL:3-8d COtMM0q EACH TOE-NAIL BUILDING HEIGHT TOP PLATE 10'WALL:4-8d COMM RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: UNIFORM CODE intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COh1M0q EACH TOE-NAIL DESIGN CRITERIA( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALI.:4=8d COMM JOIST �- g Y p g g p P FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES W State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 W construction details and procedures to ensure a professionally finished,structural) the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SRC LAP NAIL DESIGN DEAD LOAD(PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7 P P Y Y UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH LJ160 z sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS 30 7 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE EXTERIOR BALCONIES AND DECKS ao INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 Z _ Z Lo These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL MASONRY WALLS(8^THICK) 80 CEILINGS(PLASTER,STUCCO) U360 W FIRE ESCAPES 40 CEILINGS(GYPSUM) L/240 Q CV should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COM;ION EACH TOE GUARDS AND HANDRAILS 200 CONCRETE WALLS(6-THICK) 85 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/36 J Ln P g GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) W360 O 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) FV240 z First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) W120 g engaged p P WALL FRAMING: SLEEPING ROOMS 3D ( , �- O F_ 4).The designer has not been en a ed for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete LINTELS SUPPORTING MASONY WALLS U600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 0 � M construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 U O precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLAT E TO PER FACE NAIL LL p p p p g P P al 2-16d COMMOt LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 I,J,,, 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMOP JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE O INTERSECTIONS _ EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO a. P PP STUD O.C. NAIL Sym.: attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMOP PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior factors in shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE E:1, CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END J015T OR BLOCKING FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES . MODERATE SLIGHT TO QTY SPACING 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE expansion P j g JOIST TO: PER TOE - 3 .Provide 1/2"ex joint material between concrete slabs and abutting 4-8d COMMC concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMCN END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE 3.5. BLOCKING EACH TOE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES REVISIONS 4 DRAWING ISSUE: AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3000 s.L.Concrete to be 2-8d COMMC 4'PERIMETER EDGE ZONE 8d COMMON 6"O. . 8d COMMON 6"O.C. SEE NOTES:1,3 g P• TO JOIST END NAIL @ @ 9.CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS No. Revision/Issue Date poured i n 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) BLOCKING TO: EACH TOE ) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O.C.O8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"0.4 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to at provided with r minimum.of area. attached opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.fit.of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMC PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 2 .Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8).Drainage as required by current N.Y.S.Residential Construction Code. ) ) P SILL OR TOP PLATE 2-16d COMMG FOOT SEE NOTE:1 Girders re concrete piers shall be anchored with proper steel connectors anchored 2.Tabulated 12 inch o.c.nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ) P g g g For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12N12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. I QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC Douglas Fir. 4).Deck joists to have blocking at8'oo.c.. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACIt� g g Q SEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE Sd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD where needed. GYPSUM 7" 0-C.EDGE 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9.Provide fire to girder(s). JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PEP,TABLE 3.9 5).All flush beams/headers to be installed with heavy duty galvinized hangers and 8d COMMON PANELS WFCM-SBC e For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall b anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON3"O.C.EDGE be used. 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10"O.C.FIELD Project Title 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).if wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 8.Dormers running u roof rafters are to be supported b double rafters on either side Provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. g P PP Y 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufacture's recommendation for maximum hole size and spacing permitted. Y where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. J HVAC SYSTEM NOTES adcoMMot " 1"OR LESS 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide block!ng/bridgi ng in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF NYS Residential Code R302.11-FIREBLOCKING REQUIRED under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Firebtocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. VINEYARD , * �/ /� }-� needed. 2).HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. Y I VE I f�eRD HOUSE ) Y Y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and Floor equipment Supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 r I 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathi-ig feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed SOUTI-�OLU NY CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. i Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural ROE VERIFY MOVE AND EXISTING ADDITIONAL CONDDI FOLNASRIORTO FILL drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces �+ over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. GREGORY TUCK ARCHITECTURE I 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 68 JAY STREET,SUITE 712 ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.members,the tabulated nulr.ber of nails shall be permitted 3 BROOKLYN,NY 11201 to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tabulated -ted nail per foot. ) DO KFI�UN I s FIRST FLOOR DECK CONSTRUCTION. 5).For the fireblocking of chimneys and fireplaces,as required by current N-Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. WWW.GREGORYTUCK.COM 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EVER ERIOR FIBERGLASS COLUMNS TO BE HB&G ,r GARAGE be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL wsrAu WITH CAP ; r / D BASES,USE WITH FLASHING CAPS TO �'�. TOP ^"""'�� VINEYARD HOUSE 8402 SOUNDVIEW AVENUE SOUTHOLD NEW YORK \\ y Project Sheet `v a Vlneyard House ��a\ Date '1/12/2021 C_ Scale •J