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HomeMy WebLinkAbout51217-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Vi. 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#: 51217 Date: 09/25/2024 Permission is hereby granted to: David N Posnett 11 E 87th St Apt 9G New York, NY 10128 To: construct accessory barn as applied for per SCHD approval. Premises Located at: 505 Skunk Ln, Cutchogue, NY 1193S SCTM#97.-4-3.1 Pursuant to application dated 05/03/2024 and approved by the Building Inspector.. To expire on 09/27/2026. Contractors: Required Inspections: Fees: Accessory-New Structure $637.00 CO Accessory $100.00 Total S737.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov outhold.townnny.go n Date Received APPLICATION FOR BUILDING PERMIT- 1 For Office Use Only � 1 I ( »» PERMIT NO. l I„ Building Inspector Wy x )024 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. ;mm T" Date: OWNER(S)OF PROPERTY: Name: .w, �SVte�� SCTM# 1000- "-� _ , . _ '19 Project Address: C2,ora C�kVNIG I.iL. (;�'1'C;�oq,e Phone#: >( r'?19 aq-00 Email: ` �� C� iv)&t- Corned , ea V Mailing Address: CONTACT PERSON: Na me: Mailing Address: :: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: 4ttu�.Jv MA Mailing Address: PC kk 16ISi Phone#: ;Z.�7 l L Jr Email: �iy%V,I+ �.t :�!� 'y'rl►V)(' ✓ t CONTRACTOR INFORMATION: Name: vi ' ' Mailing Address: `, >�� Phone#: (� I �, Email: U11:3&K1Y 1 WIN UP PK0PC)SFU CONSTRUCT i0il New Structure - ^ - Estimated Cost of Project: Will the lot be re-graded? ❑Yes l�^!0 1PJi!! excess f II be removed from premises? ❑Yes KNo 1 4 PROPERTY INFORMATION Existing use of property: l Intended use of property: Zone or use district in which premises is situated: Are there any covenan4 and restrictions with respect to this property? ❑Yes No IF YES, PROVIDE A COPY. Check Box After Leading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by 'ChIpter 236 of the Town Code.'APPUCATION 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 210.45 of the New York State Penal law. Application Submitted By(print name): ��. , *Authorized Agent ❑Owner Signature Of.Applicant: Date: CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York S: No;01SU6185050 Cluallfied In Suffolk County COUNTY OF Commission Expires APO 14, being duly Sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contra or,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 t/ day of Ow 20 lJi yl n^/ Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, A*(.b residing at 5 jf 7 3 57 do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. -Q�j� /�, Z0 Owner's Signature Date Print Owners Name 2 i j�lrl ;,z ii�sq �jy f ;%/r,i,�,%l : n„� ,.,0� r, �NV4,7,r� ✓� ':N cut};, "-i�Y Building Department A lication AUTHORIZATION (Where the Applicant is not the Owner) I, � residing at b (Print property owner's name) (Mailing Address) do hereby authorize 40 (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) poSN6 r`T (Print Owner's Name) Scott A. Russell °SUF Ir 1F O IKIMMA\'7C']EIK SUPERVISOR Cn M[ANAGIEME NT W SOUTHOLD TOWN HALL-P.O.Box 1179 o Town of So u th o l d 53095 Main Road-SOUTHOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER 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: Date: I."SW N�tiyO ttA 4 IS, L Contact Informati ll.: lm— IE-Mail&Telephone Numher) Property Address / Location of Construction Site: S.C.T.M. #: 1000 District q_1 Iq '�- Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required! Project does Not Discharge to Waters of the State. No S.P.D.E.S, Permit is Required ! - Area of Disturbance is Greater than 1 Acre&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. JJ _ rea YFlows Through Southold Town's MS4 Systems Waters ofthe State of New York,r T THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town En ineerina De artment Prior to Issuance of a Building Permit. Reviewed By. Date: Fnann # cnnrp-'roc n,-rnnP,- ?n)4 n l'� eCe; ve� U 3E Cdii1DER - - - - --_ BEDROOM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A POOL B°0z17DEEP I SINGLE FAMILY RESIDENCE AND ACCESSORY BUILDING WORSBOff FROMTrE SUFFOLK COUNTY DEPARTMENT'OF FEALTH. NANCE CONTRACT BETWEEN THE MAINMNENANCE PROVIDER AND THE DATE 3/512024 H_�'_ REF. No, R-24-0208 fiS TO THE DWELLING APO CONNECT TO THE SANITARY VENTING WITHIN THE MUSE - WARD M OWTS so MY LIOUID WILL DRAIN TOWARD THE OWTS APPROVED °' � ' 0 LID UNDER THE ACCESS COVER OF THE CENS UNIT ON THE PIPE -- --- -- } �j TOTAL XtR U FII ROr)t S 4/0 �. t EXPIRES THREE YEARS FROM DATE OFAPP OVAL ` 4_P .TIRAIL FENCE (tS I toH- Design Professional's Certification Required. co ryrO a a Submit P.E.or R.A.Certification For The Installation and Construction of the Sewage Disposal System I ? Use Form WWM-073 IN Abandonment of the existing sanitary system must be in RICHARD M.,MATQ A.I.A.NYS LISC#04186.1. ,2s conformance with the Department's requirements. RICHARD M.MATO A.I.A. t Submit completed form -080 as proof PO BOX2284 - - — AQUEBOGUE NY 11931 r PHONE:(631)523-5879 2a EMAIL:RMATOARCHITECT@GMAIL.COM 26 Installation Guidance PL#Clean Schedule 40 PVC SO-Degree Inlet Adeptar N Cl] 1.The FuWAm 911-Deeres Inlet AAdaptor has(4)panlngs(3)tdsteand(1)outliL All of those will ring eendard h ACCESSORY BUILDING ONLY 2,The lop t��„ rn adaptor has a 0*opeing that can be Mid with a 6•SDR riser pipe And cup as a clean out. m (� Water fines must be inspected by the 3.ley unused entry pods m the FuXlen Inlet Adapter she]be cappodwih a4'schedulaaO weeper,&p8us,ora schaduk,a0arp r'lC)O Suffolk county Dept,of Health Servic•f. cop the le mNent welded to A sham stub of plpa Inserted end sohrent welded trio the adapter pet. i I e 4,The lateral entry Adapter shall be secured loth@ Fglgwn unit using a 4'long stub of4'schedale 40 pipe Oat is soleae welded Call(631)8S2-S754,43 hour in t Into the Adapter outlet and and FujlChasn Inlet sothatthe adaptor Its Rush Anthe FujCkmn unit 22 R = advance,to schedule s ini ar dlon . 6,The in4dle ehdl ensue that the sot beneath the and w9d- to sup port ppat the lwfian of g On adaptor and present any settling or Stain An Its adapter or FuXl an unit f1 LAND N/F OF 6 Metal tffing%pips,and cups era NOT to be used for Installed-afthe adapter. r 7.Must install A deem.[to groda 4 socadtnaiwmt OWSTANINARDS FOR APPROVAL OF PLANS AND CONSTRUCTICN FOR m ALBERT KRUPSKI SENIAGE DISPOSAL SYSTEMS FOR OTHER THAN SINGLE-FAMILY RESIDENCES and the"STANDARDS FOR APPROVAL DWELLING OF PLANS ANflc N4TRuoTION FOR SEIA04SOMPOS&SYWBISfOR SNCI.E,FAMILYRF,SIDe1C6-S.- W/PUBLIC WATER 6,The see as haw to make A xdwnrd w4ld t�aftWft p gton@ FLIClamentry`Lateral entry . 150' 1.Square pipe and.,chander and rernove A6 drL 2 Chuck dry it of pipe and thing.Pip should mady go if3 of dew y lMa the ttfing.If plpe bdWms,t should be mug. 3.Use■aatabi eppte cst at least/the se@ of Ua ppa asunder.For lerga stee pipe systems,use a natural bristle touch or rule. 4.Cleat pipe and Po6ng with a listed prime.(Do not use pri na en ABS ppe and fatlngs,Use Clear Cleaner on" ry6_Apply liberal cod of cement to pipe to The depth oft he socket leave no uncoated surface. Q 6.Apply A thin cost of cement to the Inside of the Itltrtg;Awld puddling of cement en/ Puddlingcon aeuee"okoni g and premm.e tadure of pps or fitting.Apply a second cud or cement A,the pipe, (V 7.Assemble pets QUICKLY.Cant roster be turd Ifceennt surtece has died,most both pads. ' V7 6.Push pipe FULLY keno Filling us ng a%turning mofion until pipe bdtonts_ g.Hand pipe and fatlng Wgetna for 30 seconds to present pp@ push-od—longer at low tenperehan.Wpe oeenceas. n/ 10.Alm 16 minutes for good handing drengtt and 2 hours cum tme or tempaahtres above 60 degrees ry. Fahrenheit before pressure testing up to 110 poi.Longer cum fires may be ragtthrd at bxnperatares below W degrees Fahrmholt or with pipe ebm.3 inches.DO NOT TEST I NTH AIR. �6 NOTE The ant uPlare fine Is dependent An saved hulas.The pips size,socket for,aniblerY tanpedurq rale6vs huMdy,solved earned used­6 Am system opaatng pteenra should All be considered when dalsmining sal up cum emes. -_ ALL MATERIALS SCHEDULE 40 PVC(TYP) Z>r 5�� w °a � �` ­wn DATE WELL & SHALL BE PROVDED TO THE SCOHS LAND N/F OF • am; GREGG KONARSKI GF AVE WATER 3,PROVIDEA2'VENT PPE FROM THE OWTS TO THE DWFILNG AND CONLTTO THE SANITARY VENT NG\VTMINT$HOUSE CrITHE VENT PIPE SWILL BE PITCHED TOWARD THE OWLS SO ANY LIQUID WILL DRAIN TOWARD THE OWES P P ROVE DWELLING 17' 4.AN EFFLUENT FILTER SWILL BE INSTALLED UNDER THE ACCESS COVER OF THE CEP$UNIT ON THE OURET PIPE v WNVELL WATER MAY 5,2023 Toi w N 82051'20"E K.WOYCHUKLS EXPIREEc 23'N 4'WRE FENCE 1.5N 525.2 T W POSTIRAIL FENCE w U.P. 17;7 d CD a O I 30 ry� w c2 8 �. ...�_.,. RAVEL DRIVEWAY— m ...,r-.W..,». o m� REMOVED The Installs -- S G 28 + = M � ,� ,>� , BRICK Abandonr ax, J h STONE ! 26 GOnfOrf I PATIO S _.0 t WELL a a PROP. I u • �, LP GAS 1 I TO BE REMOVED W a I 11 aati C7 P t err cs `D.w� LB z I wow - 26/ M J ,PJ Aw t I y� DEC , PROP DECK . G o Y W ACCE d P STYE Tt TVnp 6L` 0 ! " p�� S 1 ^' ':�4 ELEC.SERVICE TO CONTROL PANEL 0_I.. Suffer � uQITI o I tPR06P'Al Dt�R x 5I 47ONTROL PANEL AhgD RIR PUMP rn rn Call I � rrDO'IS EECTRkCANDAIRSUPPLYHO5ET00WTS 'R „ } LAND N 5 TIC ........ ` s I ALBERT N P. AxVRP Per a DWELL livv m - .. W/PUBLIC F �'�/ t i i�R 15 y i O V.. Hww&4 PVC VENT PIPE' C1.P.. 5x770EEP x Of T t_ , UNMET 4C>30 I D ADAPTER 6 � # z 3. m < C�EN6 AWN GATE �k 6 C AI ,LINK 26 U m EXPO — E m m SHED 46N ._..: 'V I Z CIL Z pay .+"" °" " TO BE REMOVED fV �1 E lire' LrT 1 J 28 ASPHALT � "UEWAY ° (28 5) C.C7 rp Et (2B5' f 2��- W n Y NDRLVSvvsr sap� a'�. Cak rPPT w ,,,r. E SCHEDUt 1 ADOPTER m CLEANOU W C �If I � W E r SD PIPI U.P. U. U fY MON, 0 SIOCKADEFENCE I'SE LENG N 040�'00„ W 2 S 82°51'20" W 22 524.51' ti6 0 r OUTL T SOL NIT'WELDED TO 4" 1 F 44 LON�STUB OF "SCHEDULE 40 LAND N/F OF LAND N/F OF I I PIPE CONN D TO FUJI MARY JANE SMALL covm - CLEAN CE IT(TYP)JOSHIBGST WIP B,LIC WATER �n� I M sr ;+ RamFVCI��Win" TOM wnE FH yU�Aae LATERAL 3I NL T PORT ADAPTER L ORTS WIPUBLIC WATER 150' nwr DWELLING 15a cowwiv , FFL 32.0 ARE 4"OPENINGS CLE~9m ('TYP) 4"SDR 35 CLEANOtrr ITCH 1/8"/FT ADAPnR WDEG Fr"G ® ® en ® ® En GRADE 30.0 GRADE2 (....,. ( 8.5) GRADE 5%MAX EL 28'.5) ® ® ® ® ® emC!0 TO GRADE fi0 INV "r„18 DUST INV 26.96 to INV27.61 INV2 6 INV27,06 BOX EL27.13 ROW , INV26. (1)EACH 4"SDR 35 4"SDR 35 8'Ox12'DEEP �` CLEANOUT DETAIL PITCH 1/4 /FT LEACHING PITCH 1/8 /FT p� LEACHING POOL POOL p Nrs NTS oot�pl�p GRADE EL 22.4 EL15.13 FUJI CENS HIGHEST EXPECT. GROUND WATER EL 0.9w.°'r' r -°': SANITARY INVERTS FYL4rINC. ?^INr.Ren SSe.�S' 51o?1-7 32'X32' L.ENOX CARRIAGE BARN KIT FOR: 0E61GNED t FABRICATED BY- DAV ID F05NETT _ The ► 505 SKUNK LANE GUTCHOGUE, NY 11935 BARN YARPJ_ DRAWING LIST COVER TITLE SHEET 4 DESIGN DATA SHEET I ELEVATIONS SHEET 2 FOUNDATION PLAN SHEET 3 POST 4 SILL PLAN SHEET 4 FRAMING PLANS SHEET 5 FRAMING SECTIONS SHEET 6 FRAMING SECTIONS SHEET"I NOTES 4 DETAILS T-HE BARN YARD MANUFACTURING 4 DESIGN FACILITY 9 VILLAGE ST. ELLINGTON,CT 06029 ' 860.454A103 SHOWCASE LOCATIONS 120 WEST RD. RTE, 6 ELLINGTON, CT 06029 15ETHEL,CT 06801 o ( 860.S96.063b 203,140.1433 www.thebart�yadelore.com CT LICENSE® 55891fo MA LICENSE• 1215W I THE BARN YARD CONTACT INFO: F'ROECT MANAGER ®F NFiy TIM KRATXKE c, Ott w'sk,�y o-g 0:860.4549103 A64 TIMsTNEBARNYARWORE.COM " c NOTE: _32' x 32' POST 4 5EAM CARRIAGE 5ARN W/ 10' LEAN—TO ARTISTS �ONcEPT RENDERINGS OLOR ROd��SS1oN°~ AND OPTION STYLES MAY DIFFER REVISION DATE: 12/05/2023 REVISION 0: 5 FROM ACTUAL CONSTRUCTION. 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NIO PINE SHIPLAP SIDING TO I I 10,x1-8 6 FTG ;, • ' I' BET.PT 2><8 t FND ° � u I aAD� eta t��S PeF EXTEND 1.1/2 BEYOND PT SILL PLATE I I. +� , „• ' b FND'DROP I ROOF,6PBF ' I I•N B/FTG*EI.V,.l)4-0 MIN. 'rML FL ELV:04,. ' •I I wane now 4o"F „ SIMPSON STRONG-TIE LSTHDS � ROOF.v reF Tl FND WALL STRAP HOLD-DOWN W/16-IOD SINKERf o I t ,' o I I o av wADe RooF s P8F e EA PERIMETER SX8 POST TYP, I I •� u_i+ — EXTEND•SLAB'1.3/4° . I — teADe. 1 uw Pam),ee t"(3 W-even I I.o FIN;&ELv,'0-2 PEYOND'FND•WALL, ' •I I � V4"DPX3.1/4"W RECESS IN POST N o, t 6X8 SILL FOR FLUSH MNT,OF STRAP I I z 10'-41/a' : : : .10'-0° : : : 12'-41/a' : I• I m r�erea+uu�Prt TRIM US SILL AS REUD I L— I I c� sas°R� I I r ti ut mm Rouse DRt te�.15w) am 3 POST HOLD-DOWN U I1 SIP DETAIL + k AOTM NOI� t r-a RM wm,urASM DiA AS OM"LVARM, AW1 scALp,xis 4 5"EPS PANEL 4" 1 V2" NTERIOR FACE Ix10 PINE SHIPLAP I 4 30"X3ONI0"DP fTG : I•: , I rRAamr ►toRrme m+or+ra Rr uu r as oa�c Ftrs AT 1x3 FURRING 14"O.C.YERT. (2) V2"X9•V2"J4400K I I. • BELOW-SLAB'W/ I I t3FAMC0lM�ilOt� EXTERIOR Ix10 SHIPLAP i o 12"O.0 EMBED 1" t I l4)e3•RESAR kA,WAY I I Snowu wowcaar AS NM. TO eu�teStt�er y erRlcnwu WOOD eCRpL9 A81d0T�. PINE SIDING 04 REBAR CONT. I I I• I rb teuans�orre 6X8 SILL I I 2X8 PT SILL o_ 2X6 PT SILL RIPPED TO 4-3/4" - - PITCH THRESHOLD U2"TO DRAIN LSTHDS STRAP HOLD-DOWN f 4"CONC.FLOOR W/FIBER I I SEE FND PLAN FOR LOCATIONS MESH REINFORCEMENT I I o . . ' • . . •I I E�T�.FIN. VARIES 't FIN. FL I.M ==FL;NR kIN� I. ; . I �' �, Ij II ITI=I I I�T�111 I 11=1 11=1 11-1 I I— o ao 0 00 0 001- 111{=1 T�1� �oo0 000000 00 woo I I �4".CONC-64AIS ON.G( 05 I.: I � �P��t W.Skj� V. —I I�I I I—III-11 I— — ,� I I. W/FIBER MESH REINFORCEMENr OR i 1=1 I I�I III I11=1 I I I 1=1 EXTw SLAB-I 314"'I I w� P =1 I _ , —I I 1=1 I 1=1 11El 10 MIL VAR BARRIER Y I I. 6x6�114AxW4.t7 WELQ®WIRE FABRIC. ' Y BEYOND M.WALL' •I I I I-1 I I III I I—III ' �4 Rer3A 24"O.0 'w — — I f=_T1> cor�P.GRAVEL — t I 9' r�"�ND.DRo� I. I w 11=1 I I=1 I I—IIII— —III=1 I I—III=1 =10 M.1L.VAPOR BARRIER UNDER SLAB,' • I I-11 COMP.BACKFILL TYP, I I u F' F :EL¢v:o01. 1 I 111 I I I_LI I I I I I �_ I I I I. , 6 MIN COMPACTED G�tA1!ELI I ®ate 859 _ I 1' TTr:,N THRESIaOL'D =i1 = �12"R10 RIGID INSULATION i L - 8�� - - - - - - - - - - - - - - - - - - - - 1R'TO_D,RAIN 11YP_) J i F�SSIQt�P�' I-I I I� I_TI=_I I IE I III=1 I I—III— I I I_ LI_I I -_ _ I �TI-II�I�TI _ L `* -.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - _= F I I-1I I—II '• 1=T= f— _ 6'-2s/4' 3'-10"FND R.O,� T1=33/4" Lp .11 8'-0"FND R.O. 2'-41/�' 1�NOX CARRIAGE DARN KIT FOR: I=L�J1 III I I=1 I�I 11= +4 MAR CONT,WALL MID HT �` �, I I 1=)I I—I I I= - '• 111=�=1 L� 2x4 KEYWAY CONT. 81/4', 9'.81/4' 10'-0" II'-81/Q' 8,14 DAVID FOSNEn . z!4 R�aR coNr. 505 SKUNK LANE CUTCNOGUE,NY IIS5 o III�I ::• - . • - I�I 11= _ - 1 FOUNDATION PLAN 4°; .It-0ll•. ' ,4u 11— TF-2 aca . �.t o� ®`SIMPSON STRAP HOLD-0DOWN I OF 12) FOUNDATION PLAN (DIM,TO HOLD-DOWN CENTER LINE) NJ F- 01.02 a4 AS NOTED NOTICE TO FOUNDATION CONTRACTOR: 50 ek I=OUN >ATION SECTION DETAIL PLEASE CONTACT THE BARN YARD PROJECT MANAGER WIT14 o sr, t t Tr-Z SCAT F,g�4,.1.-0. ANY OUESTIONS OR PROPOSED CHANCRES TO TNF FOUNDATION LAYOUT / DESIGN. EWS Tr-Z Or SEE FRONT COVER FOR CONTACT INFO - 90=ID,� T • 321-0" C Th W } THS BARN YARD e wawa er. "ol"Im 4 M•TgH - _ W MST!m.1 im e TEA LZENO MrWO Web SILL PL GEARING 4 _ .Q, :� auALR�ID61m4.wm ON 2XI2 PT SILL TYP. `V 'F ¢= mama.CODE GF 0 YORK OWE .. wlm SX8 POSt DN TO Sp.l. LOAMS�araa F100R. P6F W/1-1"o PEG TYP. bxb POST F p -,. 15PeF r t x FM 20 PeF W- O lD/+M Mm b PBF 3 r , I ''a y{+r��4 '� � @IDIDODe: 6i461GIWtmBF1�(YhQeI'�11l3e5.'.GI�TJ axe POST TYP. °O - 02ORS ER CUT TO F �ISE:13/Ib ;NL 1+ cr eas (I OF 4) :9" ea - u Roe�►DOT rem.te'xts-) DW (NOW . :yM NOIEe �y��� e POLTA RM,WMIM CIA AS�M:W:"YAKED GRADE AW1 MR W KNIFE PL a INT.P TS TWWML MORM 4 MON 4W mr r as OAK FW AT W/(2I PSON T RD ROD� � � TRAD W W C 4WCWM To eE SUFPUalM ar ANCHORS t SIMPSON STRONG-TIE bt=W&WO e0W AS (AT)ANCHOR ADHES vE STAND FF) 3 REAR 3D RENDERING b , ll" � 4 Mm"� SIP WALL 2 TF�3 sca��,NM PANELS,TYP. m _ d • B kpi { Y 3 WAW pF NEt4 �- ',p ;� �` y-� i$ � -,tw3- � � L � �P L•�`�••P1 R'Y'Y' ®� y �n r J'y$. + gyp, _ � �� ♦ ��P � 46 DOOR JAM5 < cc POST CUT TO FN. rt. FL ' - _ � �fiES56C3�P e l ENOX CARRIAGE BARN KIT FOR: 6'-ISJ4' 3'-3"DOOR R.O. 12-1�/� 8'-0° ° , Ax AVI OSNETT DOOR R.o. 2-0 D D P §f" 505 SKUNK LAND ' CUTCNOGUE NY IIW5 = POST 4 SILL PLAN 1 )AM POST 4 SILL PLAN 01-02-24 AS NOTED SCALF, Ww.r-0` 2 FRONT 3D RENDERING //11 V��CC TF3 sca�. urs � ��S TF'3 r 9566 T a � The BARN YARD THE BARN YARD I 2 3 4 CA�BItlb a cE91mN raeum' e vo.taoe er. m4mo 0IL 0T 06on 660.Q Im no WAT 1®. RTE 6 E117N6T011,CT 06077 OQf13„0T OYOI I I CT LICETIBE•538316 10'-0' MA LICENSE•W950 � I � I LDMG COIF f@I�TfON41 REBIDEMIAL CODE 7070 RM MIAL CODE OF WN YOW STATE I 1 1 I - - - - - - - - NAE8 LOAD& SECOND FLDOR°6 PSF ROOfs 15PSF I I I I LOAM WO D ROM 40 PSF 4 I I I z 4 POF !DADS ROOF+:S PSF ND LOAM EA61C WRm BFENr.M MR cs OM SOT) TIE am ANC OR TIE BM AWC 10R ' I 1 1 I S � �� EASTElaJ WNTE PR& h710N TTP. 1ENON TTP. n OR BEtTER 9 d WDER ROVA DRL(W•v,W) - - - - - - - - - g om —' 60 GIRT bx10 GIRT 6x8 iRT — ' BXIO RFT PLT Sk10 RFT PLT SXIO RFT PLT nl AST@8t NOTES INONEI TEBs BOLTA Wm,WARNERS,DIA,AS NO1FD,GAWANItFD,GRADE XM FRAME' TRA/1110NAL MOM 1 TENON dd W Wl P M OAK PM AT 1II 4*RAFTERS W/ 1 I I �g 881M f-0IDLE:TpN3 _ 4 4 @ TRA RONAL WOOD CONtJ£ITIONS TO M&"LEM3=BY 4X8 COLLAR TE m r� •24'0-0, STRIGtIIRAL WOOD SCRAIB A6 NOi� I I 7-0' 7-0' I 1 � I � 0: tE° giO11S!BUBhBBB!oNB TYR # I n I � -- w FL JEST 4 1 1 I q ocTm, I I I 1LLe—_ 6xs GIRT &a GIRT 6d GIRT _ . - 6XI0 RFf P!S - Sb0 WT FIT- - SXp RFT PLT - - - I ��P��®Wf Sk��0, I 1 I I I I 1 I 1 I I I 9E 1� 1 9W KNIFE M. q�FESSIO�P� W1 W MCM-W OTE L SECOND FLOOR FRAMING PLAN FW°F 2 8ROOF FRAMING PLAN € LENOX CARRIAGE BARN Kit FOR: SCAM W•1'-0' DAVID POSNSTT 505 SKUNK LANE CUTC90GUE,NY IIM a R FRAMING PLANS ATE KAM 01-02 24 AS NOTED EWS TF-4 OF 1 5%6 3 . 1 The ,1'd a-0' BARN YARD THE BARN YARD naeuaacasma+o raennr e vatAaf M er. n i w.Taµ aT ci a.o.ma�xif ap �a 10 �a m�. MA LIC8J98•WWO '� IDRdCs CODE+ ,� �{1OW1L R�IDENNAL+� 20b R CODE OF NW YORK STATE D06N HIM LOAM N WND ROM B PIP ROOF$Pap LOADik SECOND ROM 40 W TE BM ANCHOR RM 20 PW 76'�° 7a'P TENON TYP. qY 10AD6 ROOK a W IDADB: 84b!C W'W i M MP 0 SM W 9 m4w7 4x4 4x 'n 4 + _ �KPON KPW NOTESWTM WE PINE G 7fDELI F ' r PnO4 NO PR so CECN 6 m U7 Rrm Ri DK f61+8.15w) Nom CUT W.P06T8 g Blk (NOW N O1E8, — TO LENGTH M T MP TYP. 24W SM PT6 v' `• r — — — — — — — — — — — — — — — — — — — — — — — — — y GEE 1O FLAN Wk W%,WA5M DIA A3!00,GALYANTED,GRADE A01 - - — — — — — — — — — — — — — — — — — — — — — — — — '' FRAMES TRNI110NAL MORTDE 4 TENON XHW 10 P CM OAK PM5 AT g BEAM CONNFtia18: TRADI1 IM WOOD CONtgCTI0N3 TO BE 61PPIF1 VM BY BTtEJCiId7Al.WOOD"m%NOTED. �MSECTION - LINE A SECTION - LINE 5 g ► SCAM V8°•1'i iPo' u'•o' a'a" u'o' N'o' a'o' � 12 9 x Qa ap �10 Of 2 JIM bO M Z �FESSiQ��� NE BM ii TE404 TIM Y�'P ' "� ' + € LSNOX CARRIAGE BARN KR FOR: DAVID POSNEr 9WIT - -F 505 SKUNK LANE Imp;+ � CUTCNOGUE NY 11°.�35 Aa1Ee CUT RQL POBiB .1 ••6-0�l" •.I6'-�'1® B=d' t e To LFmv a FNF].D TYP. y 15d4.! Y a Mom Tu BEER4DPLAN r - - - - - - - - - - - - - - - - - - - - - - - - - -Tli FRAMING SECTIONS DAIS 1-02 24 AS NOTED (:��)SECTION - LINE C nSECTION - LINE 0 q0 �'Ic 7:� BGAL.E V8°.1'-0' '✓ BGAL£+V81.1'-01 ¢ Ewa 1 A y�.{��. �OF 1 u %6 STRUCTURAL NOTES. ARCHITECTURAL SHINGLES �1 ALL WORK SHALL CONFORM TO THE CURRENT SHINGLED RIDGE CAP SEE SWEET TF-TYP COLOR HINGLE The ' REQUIREMENTS OF 2o18 NEW YORK STATE BUILDING ARCHITECTURAL SHINGLES SYNTHETIC UNDERLAYMENT BA YARD BUILDING CODE.DIMENSIONS AND DETAILS SHALL CODE AND THE D INTERNATIONAL RESIDENTIAL SEE SWEET TF-I FOR SHINGLE 1/2"PLYWOOD SHEATHING ALUMINUM DRIP EDGE 11-E 5ARN YARD DIMENSIONS BE CHECKED AGAINST ENGINEERING DRAWNGS.THE TYPE/COLOR Ix3 VERT.FURRING 24"O.0 CONTRACTORSHALL VERIFY AND COORDINATE THE � �� o.oreP� e NLuae er. SYNTHETIC UNDERLAYMENT t TM. Cr c SIZE AND LOCATION OF ALL OPENINGS,SLEEVES �� m,M;A, 191 FELT ROOFING PAPER "�•rrom AND ANCHOR BOLTS AS REQUIRED B7 ALL I/2 PLYWOOD SHEATHING g,py.. `sk wuserIV. ,RM• . STRUCTURAL INSULATED `"` �' ZIMTOH CT wse em+s or os.o, TRADES OPENINGS NOT SPECIFICALLY SHOWN �� a.:' .. Ix3 PERT.FURRING o 24 O,C ,;M.:.,, SHALL BE APPROVED BY THE ENGINEER.ALL 4 PANEL(SIP) } IX3 SHADOW BOARD cr uom e'e5m% ,a�1' Fmu3 „s s- .,, -.� mwtlr6�np,d.m,amn TIA UCM" VMW WORK TO CONFORM TO ALL APPLICABLE LOCAL V FELT ROOFING PAPER ' ':, IX FASCIA .<"� �`� Ix8 TtG KD PINE DECKING STATE AND NATIONAL � STRUCTURAL INSULATED ': "'`"CODES AND REGULATIONS,AND THE owNEaRs OR � �`- , TIMBER RAFTER �° 6 2X SIP END FILLER � DESIGNATED CONTRACTORS SHALL SECURE PANEL(SIP) S :' '" `� _ � „,:— a�ao�ropmai.cow o>:rmu roEc erart: APPROPRIATE PERMITS REQUIRED BEFORE a° —EXTEND ROOF DECKING bt8 TIG KD PINE DECKING '` MORTISE 4 TENON JOINERY W/ f�� `f TO EDGE OF OVER HANG o WA wm COMMENCEMENT S ACTUAL CONSTRUCTION ' ;A ' 14 OAK PEGS ''° ` SXI2 RAFTER BEAM �S�b P ALL CONTRACTORS,BUBCONTRACTORB,SUPPLIERS � AND ALL OTHER PERSONS ENGAGED IN ANY � p J` d �' 06 BRACE U)ADB, 65A1®P1OOfu 40 P8F TIMBER RAFTER TIMBER COLLAR TIE : « - CAPACITY ON THIS PROJECT SHALL BE SUBJECT ;' r{ WK 2 PE TO PROVISIONS OF THE OSHA(OCCUPATIONAL °ak. s ALUMINUM DRIP EDGE ._ SIP-STRUCTURAL INSULATED PANG- M LOAM F=R 3 MF SAFETY AND HEALTH ADMINISTRATION)WHICH 18 Y IX3 FURRING S 24'O.C.VERTICALLY M' �:B S n ADMINISTERED AND ENFORCED BY US, ) { IX3 SHADOW BOARD F . r IX PINE FASCIA 4 a , f ; s E88TBZN 01REPaE DEPARTMENT OF HEALTH. CQLLAR TIE FRAMING DETAIL UJ/SIP ` � 1�FELT PAPER _ d t 's ' 8XI2 TIE BEAM n OR% R FOUNDATIONS, Ix10 EXTERIOR PINE 848 ALL FOOTINGS SHALL BEAR ON UNDISTURBED SCALE,N.T.B E V711t ROWH DRt(B>m•15'kt5') SHIPLAP SIDING r t't 4X8 KNEE BRACE NATURAL MATERIAL OR GRANULAR FILL !' �;N G RUm ELEVATIONS OF BOTTOM of FOOTING sHOWN ON Ix10 INTERIOR PINE3"XI-I/2"TENON WNDIA. om NOTE: A9TB83t NOTES PLANE ARE FOR BIDDING PURPOSES AND SHALL , =`, ar, PEG.TYP, ALL BRACES v SHIPLAP SIDING BE LOWERED IF NECESSARY TO THE REQUIRED THESE DETAILS ARE THE BARN YARDS STANDARDPaTk BEARING MATERIAL AS FOUND UPON EXCAVATION. RECOMMENDATION OF BEST PRACTICES FOR SIP PANEL BUILDINGS 6X8 JOIST GIRT HOUSED NIt�Week°�'�N6�'GAWAwIEDE�oI SX8 POST TYP. fum IF THE REQUIRED BEARING MATERIAL Is NOT ONLY AND MAY NOT MATCH THE EXACT CONFIGURATION OF YOUR ar P oa�T i RAD1110NAL MO TM JOIVERV'w r TINEOAKl�.°i ENCOUNTERED AT ELEVATIONS BROWN NOTIFY y `.. b ' 4X4 NAILER W/3/4" sw rAtrNEcwa BUILDING PROJECT, PLEASE CONTACT YOUR PROJECT MANAGER TRAg1 AL WW C01W11095 TO BE OP4@19M BY ENGINEER IMMEDIATELY,CONTROLLED BACK FILL i r V t : t AND coMPAcr1oN IF REQUIRED. FOR ALL QUESTIONS ABOUT NIGH PERFORMANCE BUILDINGS AND DOVETAIL TENON 611MIMA WOD OMW All ;� �. ` + � °� :� u A. SCOPE: WHERE UNACCEPTABLE,MATERIAL RECOMMENDED FINISHING DETAILS. SIMPSON STRONG-TIE `" � a TYP.ALL WAILERS � MUST BE REMOVED AND REPLACED WITH PROPERMSTA24 STRAP W/WIOD a., ' MATERIAL A CONTROLLED PROCEDURE FASTENERS,BEND STRAP + MST BE FOLLOWED TO ENSURE PROPER BEARING i CORNER FOR THE BUILDING. j41111 Ei FILLING AND GRADING. BEFORE BACK FILLING,REMOVE cONSTRUCTUON DEBRIS,STUMPS, ` TREES,ROOTS,SOD,HEAVY GRASS, ?- e DECAYED VEGETABLE MATTER AND OTHER (S)3/4'k5"HORZ RAILINGS d tL Z ITA UNSUBLE MATERIALS. FILL MATERIAL SHALL BE AS APPROVED BY THE ENGINEER, SPACED 3-1/2"APART a CONSTRUCTION METHODS: AFTER DEPOSITING _ FRAMING DETAIL U1/SIP FILL OR BACK FILL IN I FOOT LIFTS,WELL WASHED k ` SCALE,N T.8 IN,COMPACT TO THE FOLLOWING PERCENT OPTIMUM _ a a ' THE DRY DENSITY`AFTER COMPACTION SHALL NOT ALL HANDRAILS,RISERS 4 TREADS TO NOTE: ('GOP NEII, BE LESS THAN e5x of THE DRY DENSITY FOR MEET CODE REQUIREMENTS THESE DETAILS ARE THE BARN YARDS STANDARD x NO OPENINGS MORE THAN 4" RECOMMENDATION OF BEST PRACTICES FOR SIP PANEL BUILDINGS THAT SOIL WHEN TESTED IN ACCORDANCE WITH ASTM 0I551,METHOD D. IN THIS DIAMETER ONLY AND MAY NOT MATCH THE EXACT CONFIGURATION OF YOUR TEST,MATERIALS RETAINED ON THE BUILDING PROJECT. PLEASE CONTACT YOUR PROJECT MANAGER THREE-QUARTER SIEVE SHALL BE REPLACED WITH S"TREAD DEPTH F w MATERIAL REETA1141M ON THE NO,4 SIEVE,AS " FOR ALL QUESTIONS ABOUT HIGH PERFORMANCE BUILDINGS AND NOTED AS AN OPTION N OVERHANG TREAD a RISER 8 1/4 RISER HEIGHT(MAX) RECOMMENDED FINISHING DETAILS. THE SPECIFICATIONS FOR THIS TEST. SD VOID TO WALL 16 3-I/2" 'o' OR LESS 2x4 WAND RAIL,SET 34"-38" ES ESSbd D. FIELD TESTS. PERFORM ONE FIELD DENSITY *` ABOVE TREAD TEST FOR EACH SOURCE OF FILL MATERIAL PERFORMED IN ACCORDANCE uATH ASTM DI556. (4)3/4"X5"HORZ.RAILINGS n PERFORM STANDARD FIELD DENSITY TESTS EACH OF AN ACCURACY OF PLUS OR MINUS ONE ,. " SPACED 3-1/2"APART LENOX CARRIAGE BARN KIT FOR: PERCENT.IT RESPONSIBILITY TO NOTIFY THE ENGIN BE THE E AND I-I&AO"OR I-IR"x11"TREAD AS ' - DAVID POSNEIT TESTING LABORATORY WHEN EACH LAYER OF FILL `' a .' ':'•'• Q 505 SKUNK LANE 18 TO BE PLACE AND READY FOR TESTING.THE 3/4"d 114"PINE KICK BOARD `° CUTCNOGUE,NY 1155 CONTRACTOR SHALL ALLOW AMPLE TIME FOR PAM TME, TESTING.IF ANY FILL IB PLACED N EXCESS OF 4xC1 TIMBER STRINGER • - a SIXTEEN(16)WITHOUT TESTING,IT SHALL BE SUBJECT : TO REMOVAL.SIEVE ANALYSIS SHALL BE AT THE : : • _ NOTES 4 DETAILS CONTRACTOR'S EXPENSE E. OBSERVATION: ALL EXCAVATION OF )ATE UNACCEPTABLE MATERIAL, 0I-02 24 ,45 NOTED INSTALLATION of CONTROLLED FILL,COMPACTION, BY STAIR HANDRAIL DETAIL a•.........• A. '•° 0 1�D FIELD TESTING AND LABORATORY TESTING SHALL BE DONE UNDER THE SUPERVISION OF A SCALE,ILT.8 BT, t TESTING LABORATORY WHO SHALL PROVIDE , EWS TI -1 OF 1 WRITTEN REPORTS OF ALL PHASES OF THE WORK o 95bb TO THE ENGINEER, - %��y 7';j 7'i,-Y b. , �• ,fir �'.r�. ;: w1,:�•_'YS� - - -_ I r • � i+ fn CUT TO RN, FL • 46 DOOR JAMB f� ZST _ (Ty it