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FOR[ NO. 2 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 4�M 23738 Z Date ............ //0 .......................... 19....9.. Permission is hereby gra ed to: ., ... .�Xe /.c.,�. .: ....... c�1..��. to ...6wx.........�.�.. .......�.�. 1.. .... .... ........................................ ..................f ......� `° .�-�. J..... . �c' .................................................................................. atpremises located at ...................... ..... ... ........................................... ........................................................... . ..................................................... ................................................................................................................................................................. County Tax Map No. 1000 Section ... ��.�........ Block ....672........ Lot No. ......... pursuant to application dated ...................?. ......../................... 19.��, and approved by the Building Inspector. �� l , Fee ............... N J(�GL f L 7 ............ .......... .. .. .... . ..... ......... ........................ 1 g I for Rev. 6/30/80 BOARD OF HEALTH . . . . . . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . TOWN OF SOUTHOLD SURVEY - - - - - - - - - - - - - - - - - - - - - - - - BUILDING DEPARTMENT CHECK - - - - - - - - - - - - - - - - - - - - - - - - - TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.X. 11971 TEL: 765-1802 NOTIFY: CALL - - - - - - - - - - - - - - - - - - Fbalnined........ . 19.9j 2 MAIMAILTO: . . . . . . - - - - - • • . - - - . . /.C�� Ap!1 ?J Mk Approved../..�/�l�...., 19. Permit No. .. .................................... Disapproveda/c .................................. .................................... •-•------------------------------------------•/-�.... ... (Buil Ir pector) APPLICATION FOR BUILDING PERMIT Date. . 9`Z . . . . . . . , I9�!.�. INSTRUCTIONS a. 'Ibis application must be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan stewing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drmm on the diagram which is part of this application. c. The work covered by this application may not be catrnenced before issuance of Building Permit. d. Upon approval of this application; the'Iiuilding Inspector 1•7'ill issue•a Buildirig'Permit to the applicant. Such permit shall be kept on the premises available, for inspection througho}ut.the work. e. No building shall be occupied or used in whole or in part for arry pra-pose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICNrION IS HEM, W MADE to the Building Department for the issuance of a Building Permit pursuant to the Building pone Ordinance of the Town of Southold, Suffolk County, New York; and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or 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 buildinp for necessary inspections. • (Signature•of-appl.ica. , or-name, If a corporation) F1:d:5 .av►�►d�„�'aG S S-ire ,_Ne�v�S� 'ti�.k,Py (Mailing address of applicant) State whether applicant is r, lessee, agent, architect, engineer, general contractor, electrician, plud)er or builder. Now of owner of premises ......�0!!�`1..M:.f�ov-6 h................................................................. (as on the tax roll or latest deed) If applicant is a corporation, signatum of duly authorized officer. ................NIA................................... (Name and title of corporate officer) Builders License No. AA................ PI tubers License No. ....N��177 E�............... Electricians License No. �L�9.�.`�:'�........ Other Trade's License No. .�i,�'.4............. 1. Location of land on wb ich proposed work will be done..........c7.��� 5....!�.��.I okY, ............................. .......N.l ........................ ./.&...................................... �.v�.S�. F��. ................. House Number Street 22 Hamlet Canty Tax Map No. 1000 /Section ..13.4........ Block ......J.......... Lot .... ... _ .. Subdivision .._..... 1. ...................... Filed Map no. .Q�`./ ...... ,or ...�,/ ..... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy --.1AA.................................................................. b. Intended use and occupancy -.t ►��CU� �Vf:f: ..... C►Vl.l ..aw►a�,_ JC�. ,5�`Dra� . I -3, Rititre of: work (check %Akicli aj-4)licable): R--w Milding . ....... AM i t ion .......... Alteration .......... _J Repair ............ Removal ............. Dmlol i L i on ............ Other U)rk .................................. o (Description) 4. E St:illoted ..Cost.6 Z5. C�..... . ......... fee ............................................... .. .. (to be paid on filing this application) 5. If (knelling, number of &,elling units AA----- Umber of dweel I ing units on each floor M./A......... Ifgarage, rRmber of cars .....WA....................... G. If Imsiness, mimercial or mixed occupancy, specify naLure and extent of each type of use.JJA�.............. -3 .C i— Oe 7. Dimensions of existing stnkctures, if any: Front... ........ Rear .3 - ............ Depth ...121.0.......... lleigjil: ....... Umber of Stories ....I................. Dimensions of sane structure with alterations or additions: Front ..t--J/A....... Rear ............... Depth .................... Ileipjit: .................... Umber of Stories ............... 8. DillienSiOnS of entire new construction: Front )-)A.......... Rear ...... nepti, N^....... height ..... . .............. Umber of Stories ...tl�M............ 9- S i ze of lot: li'"IL AA-V........... Mar .................... Depth ............. .. . . 10. Mae of Purchase J2/'2.3 ........... Uie of Former Owner .50*)CU JD'�nAmr. .... . 6W A4W If. 7"le or use district in ulkich premises are situated o................................................ 12. I)oes proposed construction violate any zoning law, ordinance or regulation-. ................. 13. Will lot: be regraded .....NP.......... will excess fill be removed fran prenises: YES M. Miles of Owner of pranises ... tvklress -'V.-3m eu Ave 1.hrw' .,-*Cr No.-&I 1�.... m,.. a-,Mine of Arcliitect:-I mmi A: f6ra f Pin..13Y.�- 5�o-.3.131-61ressI41-4P.'(f,.6rw-%CT ....... mom- . 503. Mline of Contractor ......... Aildress ..ES A4A. . ..... 15. Is this property within 300 feet of a tidal wetland? * Y .......... tx)N...................11101W iqo. .�04A 4e ��....... *IF Yu.s, SO ynymn mm -imsmis mumrr MAY BE m vmm. PLOT DIAGRAM lx)cat:e clearly and distinctly all Imildings, whether existing or proposed, and indicate all. set-back dimensions I-rcmi property lines. Give street and block ruxiber or description according to deed,-and Micmr street: nuies and indicate tAiether interior or corner lot. ya '-Wt�5 5,4-c- Plol/vi ,;[ME, M. raw y 8S C(111NIY Of . .. . ............ 1xiing duly sworn, (Ielx).-;es aild says Lhat Ile is the appi ic lit- Cr( -4 .................... (Nam- of individual- signing contract) alcove lim lk! is die........ A .............................................................................. (Contractor, agent, corporate officer, etc.) of -;aid o.woer or om)ers, and is .(.July authorized to perform or have performed the said work all(] to unire and file this application; Lhal- all. smenenLs contairk-d in this al)pI icaLion are true to the best of his kixmIedge and Ix"l.ief-' aild that Lhe work will be pe-rf.-onoed in the num ier set Forth in the application filed Lberewitli. 9 1 worn to before tile- OAS 1.9,0(51A .....day q of............. d, 19.9eO t4oLary Public . . ............ ....... CD. . ..'. .... .. . . .. SUSM J.NAGY (Signature of Applicant) Nd*y Public,State of NewYbrk No.4896735 Omed In Suffolk Curtly &Mhdm&*W MW 26.-!V1. r;7 Bunch, Connie From: Ronald Kuoppala Architect <rka@rkarchitecture.com> Sent: Tuesday, May 19, 2026 12:08 PM To: Bunch, Connie Subject: [SPAM] - RE: [SPAM] - Agricultural Barn #23738 1 believe. From: Bunch, Connie Sent:Tuesday, May 19, 2026 11:50 AM To: 'Ronald Kuoppala Architect'<rka @ rkarchitecture.com> Subject: RE: [SPAM] -Agricultural Barn Can you tell me which permit number that was? Connie Bunch Principal Office Assistant Southold Town Building Dept. con nieb .southoldtownny.gov 631-765-1802 P.O.Box 1179 Southold, New York 11971 From: Ronald Kuoppala Architect<rka@rkarchitecture.com> Sent:Tuesday, May 19, 2026 11:48 AM To: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Cc: 'Mark Mcbreairty'<Mark.Mcbreairty@bllc.com> Subject: [SPAM] -Agricultural Barn Connie, After conferring with everyone we have concluded that the Agricultural Barn was never constructed and will not be. Please withdraw that application.Thanks. Ron Kuoppala, RA ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 FIELD INSPECTION REPORT J DATE- T-- COMMENTS rn ----------- FOUNDATION (IST) cp ------------------------------------- -- FOUNDATION (2ND) O —------------ ROUGH FRAMING & —------- OJ PLUMBING ............ .......... INSULATION PER N. Y. STATE ENERGY CODE FINA-L 7rQ ADDITIONAL COMMENTS ---- ------- 0* ------------- ............ ---------- ---------- . ...... ................ .. ....................... cn O ro ---------- ..... .......... I • yI occu Plu�Gy oil USE Iq% I- WITS UT CEF11FICATE OF C U? IED ABC EW T,S0� APPROVED AS EMOTED DATE: %e.P.# _�3 73 d - FEE: o` N BY: .`. ..� >` NOTIFY BUILDING DEPARTMENT AT 0237311 dF 765-1802 9 AM TO 4 PM FOR THE 9TFOF TNA FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAL41NG & PLUMBING 3. INSULATION k _ 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES. NOT RESPONSIBLE FOR i DESIGN OR CONSTRUCTION ERRORS WAREHOUSE • g Af REQUI pa �IF{GATE ®bins Island SoutholdTown, N,"vyr. JAMES A. THOMPSON • ARCHITECTS 2 Lafayette Court, Greenwich, CT 06830 Tel: 203-625-5303 Fax: 203-625-5304 69.7 66 '_ NOTES Mxi Tax Map No.: 1000- 134- 3 - 5 `� Zoning District: R-400 BBgAcreage: 435.0 � For Reference See : Robins Island • Proposed Plan ---� Zoning Variance Application, CUTCHOGUE HARBOR Dated Nov. 6, 1995 \ \ / Legend Item C-5 I \ NORTH RACE / EXISTING GREENHOUSE f PILE 1 1 1 / WAREHOUSE PILE E W e o 72.6 73.2 JVJJ I s ' PIojeCt Site 0 — coed.ee.e � x O o ' '� 0 72.5 _ a Security First Aid ° \ -- • O � O � � o o O O a R O O O 80. 807 80.3 ` 8 O sa R y s 8 O O F W t o O •O � se 1 S1te Plan 1 -20 -0 0 if M R � .LONG ISLAND SOUND a a O j OO�p m A)Y Vol o . �\ �pRE ly I O tc, �P W n N " 9,A. �23731 Q� LITTLE TF OF w y PECONIC BAY ` Y„ Copyright®James A Thompson Architects ALL RIGHTS RESERVED J eu. Drawing T sue �� \ No. Date EY ROBINS ISLAND \, 0 9rm% ISSUE FOR PERWr xr ^ �r u ,o e xr a _ GREAT PECONIC - BAY � Drawing Revisions fr � \ YET®. Date BY ATLANTIC OCEAN SOUTH RACE - - - - - - DAMES A. THOMPSON • ARCHITECTS Two Lafayette Court Greenwich,Cr 06830; TeL 203-625-5303 Fax 203-625-5304 ., ROBINS ISLAND - Southold Town, New York (D— qq�qlio�nM�a WAREHOUSE rr.T.s. Location & Key Maps & Site Plan 3 Key Map AB As Noted C 1 P=500' 9601.115 Sep.20,1996 2 o�� L SAROBINS96MORK__TEM�PLOT�cI_3(} 42F1t,'ri NOTES 1 2 3 4 5 LUMBER: 120' 4,6 All Lumber to be of Douglas Fir Copnstruction Grade or 1 2 3 4 Number"1"with moisture content of no more than 15% j 40' 40' I 40' I 1 12' 12' 12' 13'-4" 113'-4" 13'-4" 12' 12' 12' 5 No Lumber to be used where knots are located near or around gusset area. ' 2x12 @ 16" o/c ' i ' I I I Only Resorcinol-Resin glue or equal Epoxy. I I I _ to be used. 7 a Construction: Deck o- a My.. _._::::.::::::: ..:::....:. .,. - - N L Workshop 102 Floor. I I I I I I - --- .:.::::::::::::._:_:...,..,:::::-,_..:.: - 3/4"CDX Plywood on 0 o I I ( m 2x12 Floor Joists @ 16"o/c. 0 0- 0 _X - I? 00 I I I I I I I II II II N o I I I I I I I I Q I I I I I I 2x12 bents 1 x6 diagonal bracing I I Horiz. b acing @ 4'-0" a.c. on inside Li ° m on outside o - w 3'x7' Hollow metal door ELECTRICAL SYMBOLS: Exterior Elevation/FramingElevation I I I /� �\ I I I I /_� I I N SZ Duplex Outlet Switch-2 way I � � B A 8x12 tie team @ 5/8"0 steel cable 8x12 sill beams 12 Dia. x 4'-0" bottom of sill beam with turnbuckle (Typ.) 11 of Building reinforced cone. pier. 5,12 Phonejack A2 A2 I Exterior floodlight Thermostat ' 1 Foundation Plan 4� I Q Floodlight 1/8"=1'-0" I I F'h I Fluorescent Strip 1 2 3 4 5 = -- EP Electrical Panel Box 1 120' 4'6 40' 40' 40' 240 3 Phase - 200 Amp. A - - - - - - - - - - - - - - - - - - - . 4' 4' - � Power outlets in Workshops Ty p i T.B.D.in field,after equipment layout. 10'w x 1O'h I I I overhead garage- doorI a 103) r� 16'w x 10'h overhead j103 j garage door 16' 10FNIL' 'w x 10'h overhead Clear opening \ garage door I l a C East Elevation 8 i Storage .Area I I o Al A2 101 101 I Workshop Storage Area j 12" Turbine Ventilator __ ____� 102 Dn.12' 103 I I A I I I I I Ext. floodlightt C B Ext. floodlight EP 102 gated Roof cladding fixed to A 2x4 horizontal Purlln @ 2 -8 o/c Corrugated I I I � _� I 2x12 @ 4'-0" O.C. Lumber rigid frame UP Storage area 101 , 1 12 8'-0" Flor. fixture 2 lam w/ protective case 5,12 4 6 3,6 7 9 Al Al Al Workshop 102: 8'-0" Flor. fixture 2 lamps w/ Ext. floodlight chrome reflection & protective case I I 2 Floor Plan 1/8"= l'-0" 240 V - 3 Phase underground power from Cn Stora a Area ��RV_D ARC Gen. set @ Workshop. 101 I pREW Th, 'S/J� 2x12 Vertical Studs fixed to 8x12 C.A.A. sill beam 4,`' riN O-A � � o Stressed 5�/8"O steel cable @ 12'-0" o/c Z 1 2 3 4 5 with turn buckle @ storage areas tf 6x6x3/8" steel bearing plate ' N ---- -- -- -- -- - r 023731A I Tie beam _ '9T y0 -- -------- - ----- L - I I 2, 2, i i F OF NEVd I I I I I Overlap Overlap I I I 8x12 C.A.A. tie beam I I I I 8x12 @ bottom of sill beam L-� Sill beam I I A I I I — I — - - — - _ I---� Copyright®James A.Thompson Arclritects ALL RIGHTS RESERVED Drawing Issue ----- -- -------------------------------------- ------------------- Section g�® Date �y -- - 6 1. W26/96 FRAMING PRICING AT -...... - --------------------------- -- .................------ ---------------- ...........--------------------- ------------------------ 2. 8/01/96 ELECTRICAL PRICING AT 3. 9no/96 ISSUE FOR PERMrr/CONSTRUCTION JT I _ C B A 2 ------------------------- ------------------- ----------------------------------- ----------------- - - -- --- B - - - � - - - - - I I I - - - - - - - --- ---------- - _ ...........--------.....--- -------............---------- - - - - ------------------------ ------------------- -.... - - -. Drawing Revisions t No. Date By /Z.............. ------------------------ ---------------- --------------- ----------------------------------- ------------- 1 - ---- _---..__._.- -------------------------------- ----------------------- ----- -------- ---------------------- .-...-.....................----- ------- -- ----------------- ------ - --------------------------------- I 1 -. ............ .-------------- ---------------------------------- ......... ...... --------------- -------------.....----------- ---.....------------------------. ..--------------------- ----------------------------------------- -----------\-------:--------- ------------------------ ------------------------------ .................... I \ --. .-.............. ......................... ---- ----------- -------------------- l_ I I TAZ _.....-- - -....... -- --------- --------------------- - - - -- -- - ------ / 1 � i� 14 IJ+HJ 1� - N4�4 I I I I I - ------------- - --- -- ................- - - - - -......_..--------------- ---- ----- - - ------- - --- ---.. ' JAMES A. THOMPSON � ARCHITECTS 6 Wor ho Alr3,I I 102 I GGrreeonwicn cr ette Court 8 0 2 x 12 Bents @ 4'-0" o/c Tel.203-625-5303 2x4 bracing @ underside of rafter. Fax 203-625-5304 Roof P1anlFrami:n Plan Corrugated Roof Cladding 2x4 Purlins @ 2'-8" o/c 12" Turbine Ventilator Slope to drain r ROBINS ISLAND Corrugated Fiberglass Panels I 7 g g I III I I III � Southold Town, New York I I I I I I I I I I I I I I I I I I WAREHOUSE LIB I LIJ �' Plans and Sections MB/AB As Noted Al � Section 1/4° 0° 9601.115 July 18,1996 3 of 4 S:\ROBINS961WORK_TEM\PLOTIPLN_0917.PLT NOTES I 2x 10 @ 2'-0" o/c 2x12 vertical studs fixed to 8x12 C.A.A. sill beam 3/4 CDX plywood on I 2x10 sill plate behind LUMBER: I 2 x 12 Floor joists @ 16" o/c All Lumber to be of Douglas Fir Copnstruction Grade or supported by 8 x 12 sill beam Number"1"with moisture content of no more than 15% 5/8" plywood 1x6 Horizontal bracing No Lumber to be used where knots are located Nall Locations - -- _ - ----= --_= - -- = = - - near or around gusset area. ------ --- - --- - 5"x1/4"x11 "long Steel angle 1 ; GLUE: 1/2"x6" Lag bolts !, !; Only Resorcinol-Resin glue or equal Epoxy. Nail Locations 12 I 8x12 sill beam `•� '( !( '� `� u to be used. Finished Grade 4 Deck Construction: 000 o 00 Workshop 102 Floor. N - y�, 3/4"CDX Pl ood on -+- + I --I tt I I I ( I . 2x12 Floor Joists @ 16"o/c. + - - � - -- _ -- ---__--- --------------------------------------------- �- + -� - - ---------------- II �� 5'-0"x1 '-0"0 Concrete A\ + / \ cv Sonotube (Reinforced) I I I ------------- ------------- --------- ----- 10„ I \ + i i \ + `� , I I Typical on the outside i ' \ -� I Typical -------- k I I I I ' 2 1 2" 3 1/2„ A- ......._.....I I I 2'-10" I I I 77 2 Rid e Gusset 1Ft I I I 4 1 1/2" Steel Rod placed Horizontally -+- -+- -+- 5/8" Plywood i I a I I : I I I 112" Steel Rod placed Vertically i ° °.la; 12" 0 Concrete Sonotube I I m i Q a IRS a N 2x12 Stud I I I I a °L ' ° I 1 a ° Steel angle 1 l j X i a"- - - -- - - 00 1/2"x2-1/2" Bolts (4) I I ; ---- -------- a Ellr- I I I a Q 1/2" x o" Lag Bolt I I I I I I a QI-i = Q I I L----I----J 1 Ili I I 2 1/4" 2 3 4° — --- E J I I 1 2" x13" Carriage Bolt 1 1 0 O -� Q 1 I! 1 „ I I - - Typical � I I on the inside I I � ���IimnDais ----------------- 00 11 1 2" 2x12 Stud 1 1 8x12 Sill Beam _ ILI ------------------------------------- ------------- 1/2"0 x 6"Lag—Bolts (� ------ -- -------- 1 Eave USSet 7/8" Corrugated siding 1, 8„ --- 2-1/2" 5" 8" P��rSection @ Corner T 2 1 2" 3 1 2" 8" 3" 2-8 2x12 Stud 11 Foundation Base Plate Plan Detail 1/2"0 Bolts _ ------- I ; l I 1/2„0 x 6„ 1 1.-...f.. -... I I Q I Lag bolts E ( ; iF17 ITT] I t1 Steel Angle- --A 1 - � 11 � I I !,1� I I Fin. grade I ; O yy l g II I I 4'-0" o.c. 11/2„0 x 13"00 Q I I I I Q I I I I O j I Carriage bolts I I I I Q II 1 f I I I I 1 �tiRE� ARC � ��\SP�ypREW TjY y�jt<` C C 5 �Q�� a „ r z 12 Elevation Detail @ Sill B eam mid s an `�� �23731� Q4� 4 I 4 F Foundation Base Plate Plan Detail 5 3"=l,_o„ 9TF OF E� 12 3"=1'-0" � 12'-0" 1 x6 @ I I 2x12 Stud panel � Copyright®James A.Thompson Architects ALL RIGHTS RESERVED joints _—_. Steel Angle Stressed 5/8"� steel cable Drawing Issue @ 12'-0' o.c. w/. No. Dane B 1 • I ' 1/2"� x 6" Turn buckle @ storage bays y & 6"x6"x3/8" steel bearing late 1. 7t2&96 FRAMING PRICING AT 1x6 Bracing I I ';� �' continuos 1 x6 J Lag bolts g P horizontal bracing _ ! 2 =1196 ELECTRICAL PRICING AT 2x12 BentAIN ITT 3. 9t2o/96 ISSUE FOR PERM rr/CONSTRUCION JT I I I 2x4 Purlin II I II I I I I I r � 1 I li I I I I II I I II II I ? I l II I 1 x6 1 1 x6 diagonal bracing o II li 1 I it 1 \ Roller Shutter Door I I I l 11 1 Drawing Revisions I I I 101 8 x 12 Sill Beam 1 l 1 I I No. Date By V cri 102 L_.. I t._I L.... I I o z A A I L---------- C Horizontal Wall G ' `' 1 u F I 7 8" Corrugated siding Workshop Workshop Cladding Beyond Storage Area - l / g g 1 102 3-0 102 1 101 11/2" threaded rod 2x6 CDX painted - platform I I I 1 n ------------------------� 2x12 Stud 11" Saddle 4" Difference in d ,_Slope Grade from Exterior Interior Grade I a ' 3 P Compacted Loam 1 I I I Steel angle — to Interior @ storage 1 1 I 12" 0 Concrete Sonotube areas 101 & 103. 5/8" 0 Tie rod (Typ.) © Q "I I r 1 4'-0" o c. }t = n 1/2"0 x 6"Lag Bolts -- i . . . Exterior Grade :° Q t�� I `: I -—- .:. -:�I ; L.._. S A THOMPSON • AR -,_:.: 1 1 i i v I I J ARCHITECTS .:-1 I -1 I -1 I --1 I -1 � �,. �::I I-- I I-:I r- I I-:I ��------- L:- --------------- - _ _ ! _ _ - -=1�:- : ��--- - -------- _I- :..:.�: -:- - ::- -- •:`�:- ::: �.:_:: :�.:.::: �.:_::--::.::: ----._-- :..-: _:::-' ::::::; _::::-' I I , I Two Lafayette Court :-..-:-1---1 I I: -� - � -- I,I;---I I; --.��I� h�I : •.�I --�I --_I I�_... 11- ;i I I_,-'!I I_::'�=_ - _ : _ : 1=1 I I ': - _� I Greenwich,CT 06830 - I ...I I. . _I — - v Tel.203 625-5303 �....... ...... h - - -.I' I �- I Ih I ( -1 II' = 8x12 Sill beam (beyond) I I I F II 1I II 2x12 floor joists li II II ;. _I_ -�= y' - rI_ Fax 203 625 5304 -_- :-.-.-. -_ I _ 8x12 silllilt;- ' 8x12 Tie beam 4 I 1 II I''-I, -1 L - a� 4x4 pressure " r, P I I \ 1 y I 1 1 treated post I 1 e 1 I I 4 =! O ,� 1 i � BIN ISLAND - - - 1 I P Southold Town, New York 1 a l I"e: a L__J L__� WAREHOUSE I 1 I I � 8x12 sill beam I I Details n I I Foundation Base Plate MB/AB I As Noted A 2 10 Ve�pl Section Vertical Section Vertical Section 7 3"=1'-0" Foundation Base Plate @Corner T 1/2 - 0 1/2"= 1'-0" 1/2"= 1'-0" 3"=1'-0" 9601.115 July 18,1996 4 of 4 L S:\ROBINS96\WORK-TEM\PLOTWIN—0918.PLT