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Home My WebLink About23816-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-25185 Date AUGUST 5, 1997 THIS CERTIFIES that the building ADDITION Location of Property 36225 MAIN ROAD CUTCHOGUE, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 97 Block 1 Lot 25.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 4, 1996 pursuant to which Building Permit No. 23816-Z dated NOVEMBER 19, 1996 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 ADDITION TO AN EXISTING WINERY AS APPLIED FOR. The certificate is issued to JOHN & SUSAN BEDELL (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N-415201 - MARCH 26, 1997 PLUMBERS CERTIFICATION DATED N/A Building Inspe or Rev. 1/81 FOBS[ NO. f 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) T23816 Z Date ......... ............../d. ......................... 19. Permission is hereby gra�ntpd to: /.... .................... ..�J.-ld ..i�/l •• ........ .. � .. ................. ........... ...... .. .. :Y� ./19 3S ra/ .................. ......... . .... ..G i�....�..... . at premises located at �� ....1. .. 't'i...............................�.. ...d��...2!(.....ye.... � ............................................................... .�.,,............. ...............�................................f®.............. County Tax Map No. 1000 Section ...�� ........... Block ....... .......... Lot No. ...... :s�. ..... pursuant to application dated ................... ................, 19..�Y, and approved by the Building Inspector. Fee3.. �............. ...... ...�/...i:.... ... ....... .. ............. ... . Building Inspector Rev. 6/30/80 D .OItZ G` JOL_ 0...i: TOWN. _AEI rot-_a02 NCV IIL`S: D2 a- OR '__k and e DL'=_C-Ilc _S?eC_3, `"'-_C _Ile =C_!Ow_:g: new Ju=lC=Il° or aew USE: 1 . =L:a_ Sur've- Of 7-0De .__^ aCzu-are _oca=-OIl o' al_ Du=!C'�gS, proper_- __Iles, and 1nusua' Maturci or =oDo3-apr-j.0 7aa.u-aS. _. "a_ ?DDrova_ __0m yea!=C Danz. o= wazar suvvi ' and Sawe=a?e-C=sDOs—"S _c--mi ._c_ �S_c__ac.On ==OIL Board o% __e UIlCaw'-=Geis )worm s zatemem_ --OIL D_I IIIDe_' ce_--:J'1=o _uaz CIle So!Cer Used '� $VS za— Colrz=ins ASS chain our—mg, CL15C Du-!C'_..I' g, mu!__Die residences ana s a oLi__C=mgs and =ASD—_azac s, Ce_:---c:Zze of Code Compliance -:om c- tfzacz O: en-f- leer eszons_Dla =oi_ zne Ou'!C=Ilc SuDTr,;_ ?laLn±=g 3ca7-d 3Dproval, of completed size p'_ar -eau=-reams. AL___ Q, 19J/1 coon-coo=o='_f-mg uses, or JI -rcc and rDre-e1;stgn land uses: :1 _a T--off D. err: _mg .. -- �Mo __ae. ` c _ . ccura_ si+_ �-. c= . roD _-, saow�� a__ . _oDer _ _ s; s_ is, out _ate Ild un_sua_ ma:.__c_ - -oDo_c=aDP_=c =eatu=a5 ' JrODe=_v COIID_etaC aDDI_caz_on and a comseIl= =o _mSDecz S=?IleC 67" zhe a C e___==_=_c OczuDanc- __ denied, =Ile 3u'_C=ag _IlSDecz.._ $Ra_l szaze zae =aaso s _Ile_e_C_ _-. w____IlC t., -he aDDI-_-IlC_ n GGC __ca_a 0= VCc:DGIlCv ACC=__oms _o Cwe____g `25-•_::-OO . _er::J ons tC Cwe 'n°' S17.00. Jw�=Ilg poolS-23 00, _cceSSo= 3dc==ions accasso7-?^Su_4 7 a g 25.00. 13uS�M- asses ;50.GAO. _. Car-:-___ca_a o= VCr_Danc oP. �_1�._-S�_Z.C.. 3u-1C'�c - 3-00.00 2 . Copy o= Car====zaza I. Occ ma=7 - _25c. / uDeaze6 t,e__-__ca_a o_ OcC_Dcnc- - S50.00 of Oczura v: - Res=Cemz_2! S_3.GO, .Cmme_C-=_ S-1 5-00 I Daze ��,1.�` . , l � !�. . . . . . . . . . . . . . . . zz r•- 0 0r A- a =Ilc 3u_i C_:I ew CC:15__ 1. _=OIl. . . . _ . . . . .r. l._� .i _`-S_st- � , n r _oc_z_ n o Of ?=oDert. . _�31a . . . . . . . . (). i . . .1 . . . . . . . . . . .�M- U L House No. S t_eez aanz Mwer or Owaers of ?roDerz-. . . . .4.C�.n n .1. . ". S�c� n. . . e-�a e .1.�. . . . . . . . . . . . . . . . . . :Jur�z; _ct `dap No _000, Secz_cn. . . . . �`� Bloc:_ . . _ . . . . . . . . .7oz. . . . . _ .I.a: . . . . . _ . . . . on. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --laC aD . . . . _ . . . . .�oz. . . _ . . . _ . . . �. �lo .laze Of _u._-_ Ifl�R „9� •h�• ____ Nc. 3 . . . . .1' _ _DD_1CcIlt e__zz Dept_ -pproval. . . . . . . . . . . . . . . . . . . . . . . . . .urde w_=Cars Lop=oval. . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GO ee Sud _zz_d. _ . . . . d . . . . . . . . . . . . . . • - - Cl— : . . . . ,. ....-�.. . . . . . loll 1wrolt I In 1"011 HDAT I ON ItOOMI 11-HAHR ----------- ------------ ------ tj I 1-ISULAT I Otl y STATH. lrNl--lt(:y 05 Cl/ I HAL -----------I---- ------ Al ---------------- VI h .i PLANNING)OARD MEMBERS S�FF RICHARD G.WARD � CQ Town Hall, 53095 Main Road Chairman h`Z` Gy P.O. Box 1179 c Southold,New York 11971 GEORGE RITCHIE LATHAM,JR. y Z Fax(516) 765-3136 BENNETT ORLOWSKI,JR. WILLIAM J.CREMERS Telephone(516) 765-1938 KENNETH L.EDWARDS y�fQl �aO� PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 22, 1996 Nancy Steelman Samuels & Steelman, Architects 25235 Main Rd. Cutchogue, NY 11935 Re: Proposed site plan for Bedell Cellars SCTM# 1000-97-1-25.1 Dear Ms. Steelman: The following took place at a meeting of the Southold Town Planning Board on Monday, October 21, 1996: The final public hearing, which was held at 7:40 p.m., was closed. WHEREAS, John C. Bedell is the owner of the property known and designated as Bedell Cellars, located on Main Rd., Cutchogue, SCTM# 1000-97-1-25.1; and WHEREAS, a formal application for the approval of this site plan was submitted on June 17, 1996; and WHEREAS, this site plan was certified by Thomas Fisher, Senior Building Inspector, on October 16, 1996; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore RESOLVED, that the Southold Town Planning Board authorize the Chairman to endorse the final surveys dated August 28, 1996, subject to a review one year from the date of the building permit. b, Page 2 Site plan for Bedell Cellars October 22, 1996 Enclosed please find a copy of the survey which was endorsed by the Chairman. Sincerely, c and G. Ward Chairman enc. cc: Building Dept. Board of Assessors .01/22/199T 16.49 516-283-6326 f`VCb ELECTRICAL PAGE 01 REVCO ELECTRICAL SUPPLY INC. 3 i .TO: � Li ATTENTInN: 2 /f PROM: REVCO E_ ,TRICAL SUPPLY INC. SOUTIIAMPTON, NEW YORK ' FAX#(516)283-6326 SENDER:' PAGE.1 OF INCLFDING THIS PAGE). REFERENCE: 360 COUNTX ROAD.39A 403 GRIPPING.AVENUE SOUTHAMPTON,NEW)rORK 1.1968 RIVERIiEAD,NEW Y01ZK;11901 516-283-3600 ' '516-369-1900 FAX 516.283=6326 vAX 516-3t59-1904 : j . 01/22/1997 16:40 516.-28"-6326 �. Iw VCO`ELECTRICAL PAGE 62 System 'No� (7AJ2040 (Formerly System No. 562) F Rating-2 Hr T Ratings----�O, 1-1/2 and'2 14 (Soo Item 3)` L Rating At Ambient-7 M/1i`per .'sl'1 h (Se® Item 4A} L Rating At 400 F---less Than 1 .,,'FM pur sq ft (See Item' 4A),' 00, SECTiON A-A t. Moor or Wall.Assembiy—Min 4-I y in. thick lightweight or normal weight (100.150 pcf) con- � crate. Wall assembly mats also be canseruetod of any 1.1 Classified .Concrete Blocks'. Max diem of opening is 4 In. See'Conerets Bloaks.(CAVI otitegory. ,)n >?w Fire Resiotenee Directory, for names of man- ufacturers. 2. Tfhraugh. Penotrant"ne w:Aallic pipe rr cf'ndult to be centered in the through opening. Pipe or conduit to be rigidly si,opor�ed on ho�h ,ides 44 the floor-colling'assembly_ The follow- types and sizes of nonmetallic pipes or conduits may usscodt (I, A. Polyvinyl Chlta.rldo (rVC) Pipe--Nam 2 in. diem (or smallar) Schedule 40 PVC pipe for use In closed (process or supply,or vented (drain, waste or vant) piping system. B. . Rigid Nonmetallic Conduit++—Nom 2 Kn. diam (or smaller) (schedule 40) PVC conduit l Installed in accordance with Anticle 347 of ilia national Electric Cod,v.(NFPk No. 70). ' C. Polybutylene (PS) Pipe—Nam 2.In. diam (or,smaller) SDR-17.(or heavier) 136-pipe for use In closed plping,system. p. Flre.Retardant Polypropylene (FRPP) Plpa—Nom 1. in, diam (or smailvj) Schedule 40,(or heavier) fire relardent polypropylene (FRPP) pipe for-usa in closed piping system. See.Rlgld Nonmetallic Conduit (DZKT) Category in UL Electrical Construction Materials.Dl- I rectory for names of manufacturers. E. Chlorinated Polyvi,ty) Chloride (CPVC) Pipe--Nom 2 In. diam (or.,smaller) SDR17 CPVC pipe for use in closed (process or supply),or vented (drain, waste or vent) piping!systems- 3. 1531, Void or Cavity Materials'—Weep Strip—Nam 1/4 In. thick intumescent elastor�eric ma- terial faced on one side with elumi€;um foil, svpolled in norn 2 in.*wide strips..Nom 2 in. wide ssvrip(s) tightly-wrapped around pipe (fall side cirposed), secured with steel wire'tie'anit slid into through opening such that the top edge(s). is recessed .min 1/4 in. from, top, surface of the I floor. In,well assemblies the wrap strip layer(ti) tr4i the pipe is to be installgd.,Iris.the same man- t nor used for floor assembliep but shall be In idled symmetrically,on:b'oth',idea of the Wall ' with.the exposed edge(s) of the wrap strip layer(s) recessed min 1/4 in..Fromsurfat:e of the wall. The number of wrap strip layers required and the T Rating are,,depe-ndent upon the pipe size and type, the annular space size and the piping system type, az,Shown; in the follow- Ing table: . vtirliR 7..r arir t , 3 ! Vii►i n criA was extrti:t4bY5M,Fin 'Prowdolt Products 3M Fire Protection Products from re 1996 Oditicm ofthijULR&Resistance Dicec:tory_ ff:.,, •... l'' '.i"Ir...; ;; _'.; is it 0112211997 16:40 516-283-6326 KE�CO ELECTRICAL PAGE 03 74 1 System No. CAJ2040 Continued t Non+ Min No pipe Pipe Annular : Piping Of Wrap T Olam,In Syetem(a) StNp Layers Ratlnp,Hr 4/2.to 2. PVC ace, 7/8 v . 2' p 1/2 to 2 PB,PVC 1/4 to 6/8 C 1' 2 1/2 to 1 PP 1/4 to 5/8 C 1 2 1/2 to 1. PVC: 3/4 to 1 C 0 1.1/2 V'=. vented systems C = closed systems. �! Minnesota Mining Mfg. Cap--FS-1904. " i 4, Fill, Vold or ,Cavity.Matarlola, Caulk—,Applied to fill the.ennuib specs between the wrap strip()) and the concrete to-the max extent possible.and to covei,'ths;expcseil edge(a) of the wrap strip layer(s).to a.min-depth of 1/4 im,'flush with top stlrfece of•tloor'urboth surfaces of wall_ When no.wrap strip Is required (see kable in Item 31 a polyetl yiene`backer rod shall be I friction-fitted`into annular space with its top surface recessed min:1 In: from top surface of floor.(or from both surfaces of wall) and the annular space shall be tilled to"s;min depth of 1 in. flush with top surface of floor (or.both'surfaces of waif_ Minnesota Mining & Mfg, Co.--CP 25WB+. 4A_ Fill, Void or Cavity Materiels'—Putty—When firestop.system inco`rp`orates wrap strip ptem 1 31. moldable putty may be used ea an alternate to the caulk flll.riiaie►iet {Item;4). Putty fill ma- terial kneaded by 'h'end .arid forced into annular space between 'vi+re( �'Strlp(s) and concrete to the max extent possible and packed Into annular space above wrap strip leyer(s) to a min depth of..1/41n., flush with top surface of floor or both surfaces of wall: Minnesota Mining & Mfg, Co.--MPS•2+, (Note: L Retinas apply only when.Type 1 CP.26WS+ Caulk is used.) 'Bearing the UL Classlfieation Marking i ++Bearing the UL Listing Mark 'I I /i Wit tnaterial Wtie ex rrcted;by"3M Fire Protection Prod ica. 3M Fire Protection Products riam the 1 J96 editioti.of:the UL Fire Resistance Dirac • Trude Truss Type Oty Ply 32321 R1 HOWE 1 1 FLORENCM2321 S414043 P.D.J.COMPONENTS 3.300 a Sep 20.1995 MITek Industries,Inc. Frl Dec 1310:30:46 1996 Page 1 0.8.10 t _19.0-0 , 28.3-8 34.8-0 =0� 9.8.10 9-3-8 9-3A BA-10 7.35 F2 5x6 3 6x8 5� 6x8 �4 2 4 N N 7x10: 52x4 11 6 r N r IN 1. 6x8 = 12 11 10 9 8 7 08::� 6x8= 2x4 11 3x6 = 3x8= 3x .= 3x4 = 4x4 = 4x4= 10-1z 9.8-10 19-M I 28.3-8 38-&0 1-1-12 8-6.14 9-3-6 9-3-8 8-4-10 Plate Offsets(X,Y): [1:0-0-0,0-0-0),[2:0-0-0,041-8),[4:0-",0-4-8) LOADING(psi) SPACING 2-" CS1 DI_FL (in) (loc) Vden PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.82 Vert(LL) 0.30 11/10 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.15 BC 1.00 Vert(TL) 0.42 10/9 999 BCLL 6-0 kep Stress.Incr YES WB 0.89 Horz(TL) 0.13 7 Na BCDL 10.0 Code . TPI Min Length/LL deft=240 Weight:258(Ibs) LUMBER BRACING TOP CHORD 2 X 6 SYP No.2'E�ept* TOP CHORD Sheathed or 2-8-3 on center purlin spacing, M 2 X 4 SYP No.2 except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD 1-12:5-1-13,11-12:5-1-1,8-9:6-3-0,7-8:6-3-0,10-11:5-1-1,9-10:6-3-0. WEBS 2 X 4 SYP No.3 .WEBS 1 Raw at midpt 2-10,10-3,10-4 SLIDER Left 2 X 8 No.2 SYP 5-11-7 REACTIONS (lbs/slze) 1=2073/0-3-8,7=2073/0-3-8 Max Horz 1=553(load case 3) Max Uplift 1=-516(load case 4),7=-516(load case 4) FORCES TOP CHORD 1-2=-2842,23=-1874,3-4=-1874,4-5=-2541,5-6=0,6-7=-82 BOT CHORD 7-8=1568,8-9=2166,9-10=2166,10-11=2397,11-12=2397,1-12=2398 WEBS 2-12=189,2-10=-957,3-10=1088,4-10=-681,4-8=-19,5-8=629,5-7=-2471 1)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top chord dead load and 10.0 p.s.f bottom chord dead load,10.0 miles from hurricane oceanllne,on a category I enclosed building,of dimensions 45.0 by 45.2 with exposure D(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are P(E OF NEW exposed. 5� �F N W. C,9 ��A,f LOAD CASES) standard GO r a ; SSIO DEC 131996 ®WARNING-VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use onty,wlth MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically; Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the iesponslblllty of-the erector:Additional permanent bracing of the overall structure Is the responsibility of the building designer,For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 OualNy Standard,OSR-09 Bracing Specification,and HI®-91 M iTe k® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrlo Drive,Madison,WI53719. Truss Truss Type all Ply i :?'1 RIGCAP PIGGYBACK 1 1 FLOP.ENCE132321 5414044 ti D.J.COMPONENTS 3.300 s Sep 20 1995 MiTek Industries,Inc Thu Dec 12 12 41 00 1996 Pape 1 i G-11-13 __ 13.11-10 6.11-13 - 6-11-13 SEE SHEET ST-PB01 FOR PIGGYBACK TRUSS CONNECTION DETAIL 4x4= 2 7.35 F2 �I i Io z� ti 5 4 0 1 1A 1x4 3 3x4= 3x4 0-11-6 4-3-15 9-7-11 13.46 113-11-10, 0-11-6 3-4-9 5-3-11 3-4-12 0-11.4 —(I ftt LOADING(Psf) SPACING 2-0-0 CSI DEFL (in) (too) I/dell PLATES GRIP 3 TCLL 40.0 Plates Increase 1.15 TC 0.70 Vert(LL) 0.02 5/4 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.15 BC 0,13 Vert(TL) 0.02 5/4 999 BCLL 0.0 Rep Stress Incr YES WB 0.01 Horz(TL) 0.01 3 n/a I BCDL 2.0 Code. TPI — Min Length/LL dell='240 Weight:60(Ibs) { f LUMBER BRACING TOP CHORD 2 X 4 SYP No.2, TOP CHORD Sheathed or 4.5-7 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2ND\ BOT CHORD 1-5:6-3-0,4-5:6.3.0,3-4:6-3-0. WEBS 2 X 4 SYP No.3 REACTIONS (Ibs/size) 1=595/0-3-81 3=595/0-3-8 Max Horz 1=-168(load case 2) Max Uplift 1=-308(load case 4),3=-308(load case 4) FORCES TOP CHORD 1-2=-568,2-3=-568 BOT CHORD 3-4=480,4-5=468,1-5=480 WEBS 2-5=21,2-4=21 NOTES 1)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 25.0 feel above ground level,using 7.0 p.s.f.top chord dead load and 2.0 p s I bottom chord dead load,10.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 45.2 with exposure D(ASCE 7-93). Lumber Increase= 1.33.Plate Increase= 1.33.Both end verticals are exposed. 2)The bottom chord dead load shown Is sufficient only to cover the truss weight itself and does not allow for any additional load to be.added to the bottom chord LOAD CASE(S) Standard 'A IpF Nark,Y 5 W. cq�` t� U4 ' ESSIO'k DEC 13 ,. AWARMNO-VerbW dtetpn pamimetery and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and h for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responslblllty of the erector.Addiional permanent bracing of the'overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,eiecllon and bracing,consult OST-68 Quality Standard,OSS-89 oracing SpecMcatlon,and HIS-91 MiTek® Handling Installlnq and Idrocrng Ricornmondallon available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI53719. p - ST — P B:O'1 MITok Industries,Inc. May 25, 1995 Pago 1 of 1 PIGGYBACK TRUSS CONNECTION DETAIL PIGGYBACK TRUSS THIS CONNECTION DETAIL TO BE USED WHEN: BASE TRUSS SPAN <60' AND PIGGYBACK SPAN <25' MAXIMUM PURLIN SPACING=24"O.C. OR THE MAXIMUM SPACING ALLOWED ON THE TOP CHORD OF THE BASE TRUSS BASED ON DESIGN REQUIREMENTS. ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS WITH 2-16d NAILS. r NOTE: A PURLIN TO BE LOCATED AT EACH BASE_TRUSS JOINT. \ BASE TRUSS USE ANY OF THE THESE THREE CONNECTION OPTIONS AT ALL BASE TRUSS JOINTS. ATTACH MITEK 18ga 7H HAMMER-ON PLATES ON EACH SIDE AT EACH i BASE TRUSS JOINT. cof NE4.r OR y� C, SIMPSON H2.5 (OR EQUIVALENT) ♦ �0 `�� FRAMING ANCHOR. ONE CONNECTING PURLIN TO PIGGYBACK TRUSS C AND ONE CONNECTING PURLIN fx TO BASE TRUSS AT BASE TRUSS.JOINTS 063030 OR 9r0 GUSSET EACH SIDE AT(or 7/16"OSB) EACH BASE TRUSS,JOINT. DEC 131996 I' ATTACH WITH 3-6d NAILS INTO EACH CHORD FROM EACH SIDE(TOTAL-12 NAILS) A{VARNINO-Ve ft derl.gn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. i r Design valid for use only with MITok connectors.this design Is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component g to Insure stalitybility of y durinbuilding designer t not buss li designer.Bracing shown b for lateral support of Individual web members only.Additional temporary bracing to Insure stability dwlnq construction b the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance ` regarding fabrloatlon,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSO-89 Bracing Specification,and NIII.91 M iTe k® ;, Handling Installing and Bracing Recommendallon available from truss Plate Institute,583 D'Onolrlo Drive,Madison,WI53719: .7 y - Truss Truss Type oty Ply el RIGIRD ROOF TRUSS 1 2 FLORENCE132321 S414645 ' .J.COMPONENTS 3,300 s Sep 20 1995 MITek Industries,Inc. Fri Dec 13 10:33:59 1996 Page 1 4.2-6 8-1-5 12.0-3 1 16-4-0 21.8.0 25-11-13 30.3-15 34-8-0 36.8-0 4-2.8 3-414 3.10-14 4.3-13 6-4.0 4,1-13 4.4-2 4-4.2 2-0-0 5x8 = 2x4 II 2x4 I I 5x8 = 7.35 12 6 13-11-10 � . i 4x4 4x4 4 9 i 4x4 6x8 . 4 3 102x4 l l 0 45 11 2 i 5-0-8 r t 1 21 20 19 18 17 16 . 1514 13 12 2x4 11 4x4 = 4x4 = 4x4= 4x4 = 4x4 = 4x4 = 4x4 = 45 = 5x8= 5x8 = 4-2-8 8-15 12.0-3 184-0 1 21.8-0 25.11.13 30.3-15 1 38-8-0 4-2.8 3.10.14 3.10-14 4-3-13 5.4-0 4-3.13 4-4.2 B-4.2 Plate Offsets(X,Y): [3:0-1-8,0-2-0],[4:0-1-8,0-2-0),[5:0-2-4,0-2-12),[8:0-2-0,0-2-12],(9:0-1-6,0-2-0) i LOADING(psf) SPACING 2-M CSI DEFL (in) (loc) Vdefl PLATES, GRIP TCLL. 40.0 Plates Increase 1.15 TC 0.40 Vert(LL) 0.11 6 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.15 BC 0.51 Vert(TL) 0.16 6 999 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.05 12 n/a BCDL 10.0 Code . TPI (Matrix) Min Length/ILL deb=240 Weight:355(Ibs) i LUMBER BRACING TOP CHORD 2 X 6 SYP No.2'Ex�ept' TOP CHORD Sheathed or 6-"on center puriin spacing, 10-11 2 X 4 SYP No.12 except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing. WEBS 2 X 4 SYP No.3 J REACTIONS (lbs/size) 1=4849/0-3-8,12=4849/0-3-8 } Max Hors 1=664(load case 3) t Max Uplift 1=-1538(load case 4),12=-1538(load case 4) FORCES p TOP CHORD 1-2=-4553,2-3=-4507,34=-5103,4-5=-4929,5-6=4569,6-7=-4568,7-8=-4568,8-9=-4618,9-10=4486,10-11=50,11-12=-73 BOT CHORD 12-13=1827,13-14=3746,14-15=3823,15-16=3623,16-17=4568,17-18=4103,18-19=4103,19-20=4270,20-21=3767,1-21=0 I WEBS 2-21=4300,3-21=-1308,3-20=787,4-20=-2,4-19=-346,5-19=1107,5-17=1126,6-17=-335,7-16=-606,8-16=1803,8-14=414,9-14=144.9-13=-665,10-13=2610, 10-12=4701 I ' NOTES 1)2-py truss to be connected together with 10d nails as follows: Top chords connected with Zrow(s)at 6 inches on center. Bottom chords connected with Z,row(s)at.b Inches on center. Webs connected with 1 row at 6 Inches on center. 6V NEE 2)This truss has been checked for unbalanced loading conditions about joints 7 and 6. P� O--• 3)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top y'� 1y. W. chord dead load and 10.0 p.s.f bottom chord dead load,10.0 miles from hurricane oceanline,on a category I enclosed building,of Q�t dimensions 45.0 by 45.2 with exposure D(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are ly exposed. t� !0 76 4)Provide adequate drainage to prevent water ponding. LOAD CASE(S) 1)Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(Ibs per ft) v Vert:2-3=-94.0,34=-94.0,4-5=-94.0,55=-94.0,6-7=-94.0,7-8=-94.0,8-9=-94.0,9-10=-94.0,10-11=-94.0,12-13=-172.6, 0% 13-14=-172.6,14-15=-172.6,15-16=-172.6,16-17=-172.6,17-18=-172.6,18-19=-172.6,19-20=-172.6,20-21=-172.6, E 1-21=-172.6 L i DEC 1 V996J' A WARNING-Ye ft design paranseters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design void for use only with MITek connectors.this design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss r designer,Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the iesponslbinty of the erector.Additional permanent bracing of the overall structure h the responsibility of the building designer.For general guidance 1 ! regarding fabrication,qualify control,storage,delivery,erection and blacing,consult OST-88 Quality Standard,DSI.89 Bracing Specification,and NIB-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate institute,583 D'Onofdo Drive,Madison,WI53719. I �/1 -C Truss Truss Type Oty Ply R2 HOWE 1 1 FLORENCEN32321 S4140.46 ADJ COMPONENTS 3.3U0 s Sep 20 1995 MiTek Industries,Inc. Thu Dec 12 12 41 24 19913) Page 9-8.10 19-0-0 28-3-6 38-0.0 9-310 9-3-6 9-3-6 9-8-10 7.35 J2 5X6 3 6 x 8 6x8 2 4 (0 C� 4 k 1 6X6-=---- 10 9 8 7 6 6x8= 6x8 = 5 48 2x4 II 3A = 3x8 == UIS 7 2A 11 48 A A 4 1-1 9-8-10 19-0-0 1--- 28-3-6 36-10-4. 1-1-12 8-6-14 9-3-6 936 8-6-14 1-1-12 Plate Offsets(X,Y): (2:0-0-0.0-4-8),[4:0-0-0.0-4-8] LOADING(psi) SPACING 2-0-0 CS1 DEFIL (in) (loc) Ildef] PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.81 Vert(LL) 0.29 8/7 999 M20(20ga) 258/216 V Lumber Increase 1.15 BC 0.95 ert(TL 041 8f7 999 ) . TCDL 7.0 T BCLL 0.0 Re)a stress incr YES W13 0.89 Horz(TL) 0.14 5 n1a Weight:263(Ibs) BCDL 10.0 Code TPI Min Length/LL den=240 'LUMBER BRACING TOP CHORD 2 X 6 SYP No.2 TOP CHORD Shea!hed or 2-8-0 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD 1-10:6-2-0.9-10:6-1-4.6-7:6-3-0.5-6:6-3-0.8-9:6-1-4,7-8:6-3-0. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 8-3,2-8.8-4 SLIDER Left 2 X 8 No.2 SYP 5-11-8.Right 2 X 8 No.2 SYP 5-11-8 REACTIONS (lbs/size) 1=21 4 910-3-8,5=214910-3-8 Max Horz 1=-458(load case 2) j Max Uplift 1=-535(load case 4),5=-535(load case 4) ookcts TOP CHORD 1-2=-2983,2-3=-2017,3-4=-2017,4-5=-2984 BOT CHORD 5-6=2517,6-7=2516,7-8=2516,8-9=2516,9-10=2516,1-10=2516 WEBS 2-10=189,2-8=-954,3-8=1237,4-8=-954,4-6=189 NOTES 1)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.top chord dead load and 10.0 p,s I bottom chord dead I load,10.0 miles from hurricane oceanline,on a category I enclosed building,of dimensions 45 0 by 45.2 with exposure D( SCE 7-93). Lumber Increase= 1 33.Plate Increase 1.33.Both end verticals are exposed. LOAD CASE(S) Standard pf Nei- C2 IIA W. V 0 %P 0630 ss DEC 131996 J ,AWAMNO-Ver(f#des4gn parameters and READ NOTES ON THIS AND REVERSE:SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded venially. Appllcabfllly of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stablilly during construction Is the iesponsiblilly of the eiectol.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult OST-88 Quality Standard,DSB-89 Bracing Specification.and HIB-91 MiTek® Handling Installinq and Bracing Recommendation available from Puts Plate Institute,583 D'Onofflo Drive,Madison,WI 53719. r " I Tnr,ti Tms type Uly I F'ly iY 21 R2A HOWE 1 I �RE=1dCL\:S'1321 - - • I t ��''F'.D.J COfAPONENI'S 3 300 s•>^p 20 1995 MiTek Induslnes,Inc 'ffw Dec 12 12 41 aq 199u6 Patic 1 i ] i 9f0-0 .-19-0�0 ..- --I------29 U G.-----------I ---38 0.0 --I I • I --- i-_.-- W-0-0 9-0-0 9-0.0 10.0-0 3 5x6 = i 7.35I12 3 i 6x8 1� / 6x8 rn 2 N � � N � 4x4= 4x4= 7 6 4x4= 4x4= 5 1 = 4x12 4x12� 6x8 -- 6x8 4x4 4x4= 40-0 1- 12.10-4 10-0-0 12-10-4 1-1-12 ----- ••---I Plate Offsets(X,Y): [1:0-0-12.0-2.01,12:0-0-0.0.4-8],[3:0-0-0,0-2-8],[4:0.0-0,0-4-81,[5:0-0-11,0-2=0b[6'0-0-0.0-4-31,[7 0-0-0.0-4.8) LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (Icc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.99 Vert(LL) 0.32 715 999 M20(20ga) 2581216 TCDL 7.0 Lumber Increase 1.15 BC 0.96 Vert(TL) 0.46 7/6 985 BCLL 0.0 'Rep Stress Incr NO WB 0.41 Horz(TL) 0.09 5 n/a BCDL 10.0 Code TPI Min Length/LL deft=240 _ Weight:294(Ibs) - L BRACING UMBER I TOP CHORD 2 X G SYP No.2 TOP CHORD Sheathed or 2-1-13 on center purlin spacing. BOT CHORD 2 X 6 SYP No.2'ERce \ pt' BOT CHORD 1-7:5-10.1,5-6:5-10-1,6-7:6-3.0. 1 { { 6-7 2 X 6 SYP SS WEBS 1 Row at midpl 2-7.6-4 � WEBS 2 X 4 SYP No.3 2 Roves at 113 pis 7-3,3-6 I 1 SLIDER Left 2 X 6 No.2 SYP 8.5.2,Right 2 X 6 No.2 SYP 8-5-2 REACTIONS (Ibs/size) 1=2449/0-3-8,5=2449/0-3-8 Max Horz 1=455(load case 3) Max Uplift 1=-646(load case 4),5=-646(load case 4) I t ' i FORCES TOP CHORD 1.2=-3566,2-3=-2960,3.4=-2959,4-5=-3567 j BOTCHORD 5-6=3019,6-7=2066,1-7=3018 i WEBS 2-7=-726,3-7=1164,3-6=1164,4-6=-726 3 NOTES generated by 90.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.lop 1)This truss has been designed for the wind loads ! Ichord dead load and 10.0 p.s.f bottom chord dead toad,10.0 tulles from hurricane oceanline,on a category I enclosed building,of dimensions 45.0 by 45.2 with exposure D(ASCE 7-93). Lumber Increase= 1.33.Plate Increase= 1.33.Both end verticals are t� Of Njew + exposed. P `N W. ' LOAD cASE(s) �Q� C9� I 1)Lumber Increase=1.15,Plate Increase=1.15 � (� Uniform Loads(Ibs per it) Vetl-2=-94.0,2-3=-94.0,3-4=-94.0,4-5=-94.0,5.6=-20 0,6.7=-80.0,1-7=•20 0 VIA AR e30 �FE93lON� DEC 96 ®WARNING-Vtr(rg despign paramisiters and READ NOTES ON THIS JU1fD REVERSE BIDE BEFORE USE. Design valid lot use only with MQek connectors.Missdesign Isbased only upon parameters shown,and Is for an Individual building component to be Inslolled and boded vertically. Applicability of design polameleis and proper Incorporation of component Is responsibility of building designer•not truss - designer.Bracing shown Is for lateral support of Individual web members only.Addltbnal temporary bracing to Insure desig during construction is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility.83 Quality St of the building designer.For general guidance M iTek Handling din Installingfabrication, and ualltnp Hecomsmenge,d laveiy,erection from n and bracing, consult DSO olOb Dnve,tMadison,We537 Bracing9. specification.and HIB•t71 r i r, Truss Truss Type Qly Ply 21 R2GIRD HOWE 1 2 FLORENCE\32321 S414048I j "• P.D.J.COMPONENTS 3 300 s Sep 20 1995 fAi7ek Induslrius.Inc Thu Dec 12 12 41 37 19.6 Page 1 , -0.0 -9 --'--- j' 9-0.0 - 10-0-0 10-0-0 9-0-0 7.35 T2 5x6 3 C I e t 6x8: ��, 6 x 8 ` f . \ in 2 4 i N I 4J i I � 0 1 7 6 5 4x5= 6x8= 6x8= 4x5= 5x14 11 5x14 II 14-0-0 -- 24.0-0 36.10-a -----.- =r_4.9 I I' 1-1-12 12-10-4 10-0-0 12-10.4 -1-1.12 Plate Offsets(X,Y): [2:0-0-0,0-4-8],(4:0-0.0,0-4-8],(6:0-0-0,0-4-8],[7:0-0.0,0-4-8] LOADING(psf) SPACING 4-0-0 CSI DEFL (in) (loc) Well PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.94 Vert(LL) 0.25 7/6 999 M20(20ga) 258/216 ' TCDL 7.0 Lumber Increase 1.15 BC 0.94 Vert(TL) 0.35 7/6 999 BCLL 00 Rep\Stress Incr NO WB 0.35 Horz(TL) 0.09 5 n/a ) BCDL 10.0 Code TPI Min Length/LL dell=240 Weight:271 (Ibs) LUMBER BRACING l. TOP CHORD 2 X 6 SYP No.2 \ TOP CHORD Sheathed or 4-6-6 on center purlin spacing. i ` BOT CHORD 2 X 6 SYP No.2'Except' BOT CHORD Rigid ceiling directly applied,or 10-00.00 on center bracing. 6-7 2 X 6 SYP NoA D WEBS 2 X 4 SYP No.3 OTHERS 2 X 12 DF No.2 2 WEDGE Left:2 X 12,Right:2 X 12 REACTIONS (Ibs/size) 1=4599/0-3-8,5=4599/0-3-8 , Max Harz 1=910(load case 3) y Max Uplift 1=-1181(load case 4),5=-1181(load case 4) FORCES I TOP CHORD 1-2=-6570,2-3=-5355,3.4=-5354,4-5=-6571 I j + BOTCHORD 5-6=5561,6-7=3777,1-7=5560 WEBS::, 2-7=-1460,3-7=2008,3-6=2007,4.6=-1460 )JDTE$ I I 1)2-ply truss to be connected together with 10d nails as follows: Top chords connected with?row(s)at 12 Inches on center. Bottom chords connected with?row(s)at 12 Inches on center. Webs connected with 1 row at 6 Inches on center. I 2)This truss has been designed for the wind loads generated by 90.0 m.p.h.winds at 25.0 feet above ground level,using 7.0 p.s.f.lop chord dead load and 10.0 p.s.f bottom chord dead load,10.0 miles from hurricane oceanline,on a category I enclosed building,of Of NEKr dimensions 45.0 by 45.2 with exposure D(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are exposed. ,q LOAD CASE(S) 1)Lumber lncrease=1.15,Platelncrease=1.15 Uniform Loads(Ibs per It) Vert:1-2=-188.0,2-3=-188.0,3-4=-188.0,4-5=-188.0,5-6=-40.0,6-7=-100.0,1-7=-40.0 W f 030 N DEC 131996 it A WARNING-Veryk desdyn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Miss Design valid for use only With MITek connectors.This design is based only upon parameters shown,and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is iesponslblllty of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the i} responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance y regarding fabrication,quality conlrol,storage,delivery,election and bracing,consult OST-08 Quality Standard,099.89 Bracing Specification,and HIB-91 M iTek® , Handling Installlnq and Bracing Recommendallon avallable born Truss PIMle Institute,583 D'Onohb Drive,Madison,WI53719. ;1 765-1502 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUG LBG. [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY REM A KS: ALLn DATE INSPECTOR � T65-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS:i" ) , i INSPECTOR .� W4. I I I 765.1502 BUILDING DEFT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] F66NDATION 2ND [ ] INSULATION [✓] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �i.s.,.•-tee d�C � ..e� DATE l �� l INSPECTOR v� 765-1802 BUILDING DEFT. NSPECTION FOU ATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL REMARKS DATE INBPECTO 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: � / Gd��'�?t�l�i DATE-7/6 INSPECTOR / 1 THE NEW YORK BOARD OF FIRE UNDERWRITERS 10,.01093 BUREAU OF ELECTRICITY 85 JOHN STREET, NEW YORK, NY 10038 °Ir??-ZCI1 2(D 199 7 13'"'5`14�97/97 N ti t5='.01 Date y' Application No.on file .THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of vI liT=ice-: i �.'i�iTi>�nrL I 36225 g.grt_LN TOAD, CUTCI-TCGUE, N.Y.. / ir,jhefollowinglocation; ❑ Basement 0 Ist Ft. ❑ 2nd Fl. ATTIC/OUT .Section Block Lot was examined on- .found to be in IIARCH 19,�1�1=97 and compliance with the National Electrical Code. P FIXTURE; FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS ECEPTACLES SWITCHES INCANDESCENTI.FLUORESCENT I OTHER AMT. I K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. `15 11 13 ' 14 DRYERS ".'FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. K.W. OIL' H.P. GAS I H.P. AMT. NO. A.W.G. AMT. AMP. AMT. I AMPS. TRANS. AMT. H.P. NO.OF FEET AMT. WATTS f L SERVICE DISCONNECT NO.OF S E R V I C ___ .E AM AMP. TYPE METER T. 1,.2W 1 0 3W 3 0 3W 3 0 4W NO.OF CC.COND. A.W.G. NO.OF HI•LEG A.W G. NO.OF NEUTRALS A.W.G. EQUIP. PER 0 OF CC.COND. OF HI-LEG OF NEUTRAL OTHER \}APPARATUS: q P 7 5 5.'rJTd AIR C'.OFTPIMC1NEI -1 �C. i;:}011 HEnTEIRS. 1.-1 X. M,ly'i�T': ;: 1-F 11.P. ,1-5 H.P. 'AflisLFi CIA-i:L ): 1--1 C 1 R. 2rit1 1---1 CT R. G0 G.F.l'.1, — L L DOR.OSKI ELEC. INC.. L C. i 2941--1i GENERAL MANAGER ^,25 MONa:;N7:I,-LME C UTC ROGUE, PFi , 11 9 .5 Per This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be :identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. BOARD ' OF HEALTH . . . . . . . . . FORM NO. 1 SETS OF PLANS . . . . . ... . . TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . _ _ _ TOWN HALL SEPTIC FORrt - . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 TEL.. 765-1802 FY CALL . . . . . . . . . Examined . <.` 19 . / Mn I L TO pP o U . 1954. Permit No Disapproved a/c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . (Building Inspector) APP CATION FOR BUILDING PERMIT Date . .0�7_. . O. . . ., 19 '749 INSTRUCTIONS a. This 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 showing 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 drawn on the diagram which is part of this appli- cation. c, ' The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the.Building.Inspector will issued a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. . e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town-of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions'or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, build' code, hou n code, and regulations, and to admit authorized inspectors on premises and in building for necessary i e ions. ignature applicant_, or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, 'agen , architect, engineer; general contractor, electrician, plumber or builder. . . . . . . . . . . . . . . . . . . . . . . . . . . .`` . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . Name of owner of premises . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer.' (Name and title of corporate officer) Builder's License No. Plumber's License No. . . . . . ... . . . . . . . . . . . . ... . . . Electrician's License No. . . . . . . . . . . . . . . . . . . . . . . Other Trade's License No. . . . . . . . . . . . . . . . . . . . . . 1. Location of land on which proposed work will be done. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . .. Number : 85 Street 2 Hamle /U.3• County Tax Map No. 1000 Section . . ./.'7. . . . . . . . . . . . . Block . . . . . l. . . . . . . .. . . . Lot . . . . 2/5. . . . . . . . . . . 8.6Z— Subdivision . . . . . . . . . . . . . . . . Filed Map No. Lot . . . . . . . . . . . . . . . (Name) 2: State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy . . . . . . . ... . . . . . . . . . . . it . . . . . . . . ; b. Intended use and occupancy . Vim./ -' Y r. . . . . . . . . . . . . . . . . . ... . .. . . . . . . . . . . . . . . 1 -3. Nature of work (check which applicable): New Building . . . . , . . . . . Addition . . . . . . . Alteration Repair . . . . . . . . . . . . . . Removal . . . . , , . . . . . . . Demolition . . , . , . . . . Other Work . . . . . . . . . . . . . . . n)riptio 4. Estimated Cost . . . l �r.�C�.O. . . . . . . . . . . . . . . . . . . . . Fee . . . . . . . . . . . . . . . . (Desc. . riptio . . (to be paid on filing this application) 5. If dwelling, number of dwelling units . .. . . . . . . . . . . . .. Number of dwelling units on each floor . ... . . : . . . . . . . . . . If garage, number of cars . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . g 6. If business, commercial or mixed occupancy, specify nature and extent of•each t CUM o . yP s�"5�� a' j� i�r�lrl, 11?�l ce- 7. Dimensions of existing structures, if any: Front . . , .70: . . . . . . . Rear 9¢, . . . . . . Depth 1.J 55 Height . . . . . . . . . . . . Number of Stories . . . . . . . . Dimensions of same structure with alterations or additions: Front Rear . . . ./26. . . . . . . . . . . Depth . . . . '/U . . . . . . . . . . . . Height . . . . . .80`A/c-0f?o/4s : Number of Stories . 8. Dimensions of entire new construction: Front . . . . . . . . . . Rear — Depth — .Height . Number of Stories.. . . . . . . . . . . . . . . . 9. Size of lot: Front . . .�fBC��.�.3. . . . . . ..: . Rear. . 7 ,�.', . . . . . . . . . . .Depth /00 . . . . . . . . . . . . . . 10. Date of Purchase , f.17(% , . . . Name of Former Owner . ' ' I I- Zone or use district in which premises are situated . . C�, ' ' ' ' ' '/ .12.. Does proposed construction violate any zoning law, ordinance or regulation: . . .i7,o. ... . . . . . . ... . . . . . . . 13. Will lot be regraded . . . ..0. ct . . . . . , , , , , , . . Will excess fill be removed from premises: Yes 14. Name of Owner of premisesJ-b#(k/p.?O5-r-qn a/. , Address_3a'.'Z2 h6n&J Phone No. 7 75 Name of ArchitectxjmSX�S :. ha3n �t� Address �'�f n, 1. Ca.e:: cxPhone No. .743` . 6`fD Name of Contractor fo.h1-.�1�{�Ym(rzCrc� . Address . Pho e No. 15. Is this property within 300 feet of a tidal wetland? . *YeS„ No.... *If yes, Southold Town Trustees Permit may-be required. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and.indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. 51 e- RK f) , ;TATE OF NEW YOR , 'OUNTY OF . . . . . , S.S A/� Svc S TF�L i,•�,4. . . . . . . being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) bove named. �J ;eis the . ... . . . . .. T. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Contractor, agent, corporate officer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this Dplication; that all statements contained in this application are true to the best of his knowledge and belief;and that the ork will be performed in the manner set forth in the application filed therewith. worn to before me this . . . . . . . . . . . ... . .day of. . . . . . . . . . . ., 199,� otary Public, . . . . . . . .. LIMA FOROSICH ;?. . . . . . . . . NotaryPd*,Sale of Now York (Signature of applicant) No.4985863,Suffolk County Term Expires Sept.3.19_2117 — — -- — _ 77 ,fir-V�"� ' 4 i - - - - V y IV��`�� .i�'�` _•'r'" .�.w.,... L+'" }j � r- P ; Y � t ��J • f�., _ i ,�'" .,,;,, r {ram+ Yf^� ,t 'DIAL:,"N, ' a : .. d -- - A �. •� f - , , .. ;, ..a � _ 111� `+ � . .i � - 1lij{j 4e - tj s. -.� a _ .. .. . � - �` z I, k fie . � e • r` ,- ,. -, - -_ - i � - -. r• � , � - ,� tlr+sU'�f�+ey.riw�rwO�q t , b this surory Is a Aolat'on of fiactton 72os of the New Yoak also* Fxkxation Laws Crpies of this SUW map not bearirw: fhr lard surveyor's Hied seal of *mbssed seal ahall tbeconsldervi to be a valldtrUQfropyi . f J x G�•meard shall 1 , .. z s v •+ �'y, _ .., 3� ,.;•` .;r;.-"`».;a , ',,,u,�,.I ,'r;sT;.*r,..:4;,xaa,^a r.,-. '``,'.. i - eeahtdtt�tedhareort J a`t a person for wham the survey to tr prepared,and on his behalf to the / SWo ccmpany,governmental agency end III r _ EEC",; r►r.1 7 6nd.ng insti:utlon listed hereon and i t ,, ° '-...,,'.• ,, . , ';.+'' , ' .. - .. .. -- - ., - .- ,- .. ., - L,) , to the es>i�neas cf thu lending instM .4-• - : - _ �} ttdicn, are not trarcfarab4 - load d,tional kstauficns or subsr..{uant a f _ - L G • t a i • . f r S '- - ,. ... .. •J r c [ -'fi-1' „ > 8 0.. - - •-'6-w e,�i( [HX� -<f - ' ' .. . - � J , i LA IV NEW _ lk .r , • } l , 1-41 , x �'X3T�I.f'3'�f� - -tC hi6E' .�,.�w« f:.:;.._. ._ ,..., _ _ .,,,.., � , t' i , f e x - L - C a , _•aa. 4 � ` t' , , • /� sc , . x • I , 4 r a .:, - .a' -. , � "� ,.. .,. ��^' - •rim"':'''.:"..- � .: ,,, , "i t, a on 7 i t k - , •4' ti , i tY. , 'r f i mow„ +,r , a n .. , I , •� t - ,. -. _ .... ,. _.J .. .. ,. ,-� a.€, - .. n�' .�` i.- ,y".'•° `+.�,,"' �:«•ems-�,,.+i-ai.+,.-3:,.:r,.''• i r r - _ ,.,, oC.a,b x'� • •�'-,�a-". . ..,,.....•,..,.. «•,.... -_ ., . ..,,. .,.. ..-s<are,:'.wx. `R.- e y5+ 5x FIRE�.LaL1-. — � : �'. �", �`x FklcT'Nc� 2>< � 8"TNK- coNcl2A-cTE FR,AM?✓ WALL - REMOVE 4" IE Ou NP DOPPE•R pj LOG FL WALL C2FIOLI R� PSA.LL - PROVIDE W >jm Z" 9 E - - cq ><I6T+1Nv iF-Kis Ct f'I2pVIDE -� C�ROUNOINC� LINE DLI R.OI,.lo.L3TP.USs �� "r YGK" DN E,XISTiN E,<lT}-II Y g Nksr INTO SOIL REINJrOIZOEME.NT 6" TI-IK- coNc„ SLAPS 1N9PL?c.T SX(571NI FFZ.o-lnJG II roI•J,M, SIJEATING. - R1ZPLAG9 ANY ASPHALT BNMJr�LE I?GpPIWCT W /BMQ�TIJ FIN16H - =_- FRAMINC+{ . SNEATIJI NI C�, MADC G _ IbL.II�ONG PA.F•Ef2 # 2 s REF�AR TO ROT OR 6ECT NFESTAT ot,4 . E '^ 6.1 T {K- EK77, GRADE 1`zL•YkboF> — 2x10 POOP R=AFTERS J.I/ C U 2 VG e.LIT a J T FCR- - RO0FINC4 - ON141FLS + cENTER.B Im12EF%p= ROMP IIZI-II x x X k � Y OF GUf�1-+� IAF 20 o2,/FT oOPPE.R ROOF . F•• I Cq REEfJ PATINr, RIN16N 4 MIL, �,ya f�br� �or✓IPACrEo +� � N (A ' Zx4 JOIST Ir4 FAsG1,^ au PJ C7Qf.D1r y, Z :� BLOcIt INCq ztg o :b,2i" W/'3o"SPLIoE 2+ In 'FRT H IM ' TYFI G.•�.L E.K ISar Z J 0 FIOo hE AI COVE ':rte - -" - �S m 3z" I.-I/Iz° 1J4 of--aft YSToNL 0 / ,_ "' ',,ate 1j ; ` 3 " ',{ '` FO JN Do TION PZJ 6/4'I. TrK slraN pLye2D I fPF I �.tA+ AgAINSTISTNe, JELL 1'a \ ✓LU RRIGrIJE ` + ` " fr t N "I�' f t , h "• \\I V4'I -r4K TELd PERED Cµ+�% GLIPS et �I I+,(6111 k„� �E•'I o1� , FO -.1 N 0P-r 1OrJ � ,.JINOOW - I?h6T, AF-Sr Q PLATE 2 5 FZISF R- 06U ELEVATION PROVIDE, I.OLIVeP- ` - lb'( WE�,g HPRTL 2-do " tT Z o � - �1/z">< {'h" TRIrA GLITTER oN r - cEIL ,NIGa } LsWrelmIO1 d ¢ B173 R (V �e~�IH�) m N X k., �IOTmL . F- J 4' Q 'I APPL16D ASTRAGAL r' '"'"1 - Db IJGT Q Z (o � '. P✓ELo J F13T nJCq 2� 3 FR/.MINCq 1Y P, �, _ ,�,.,_.aE, 3� FOUIJn,ATION z + SSALAN'T' ALUMINUM i W SoPr-,IT -^ COINTINUOIJS tl , -• - 2* 't, SILL VENT ¢' INBEGT IZx ✓..,..,._. r MAGTN o 6TTav' oP FouNDr+TION s # F-409 SILL 6c,REEN ¢ " O a I _ 5/* a FILmI NIE,L.1 co NJSTRLJGTIOtJ IsTI111c; Cor18TRI c=-r10J _ 2• 2K4 PLATE tw U 2r 'b FP•r•I.AINC� U �` ROOF 3/q•" TNK• SICaN BG��RD x�1.' � FoLJNpATON C>ETAIL © EX,111IIJC11 I �I.�. LL lip E:LB AT ON BEGTION I�oF' ec,4RC' PATTEN A 61101NCa , Iw IO fboAR-p5 \ T 2i �P BTL1Ds mlfo"o,c, W/ /zr< 2 FSATTEYJB I -',� / I'Z- 19 (+�t•TT INSLJ CATION �e',}4 " � t%'4 �" I'-I" OIC " TY VEh•' ..,�- $ .y . PROVIDE OPE'.IsI1NG IN RodW P} FOR• vENTILATIoN 5/8"TrIK EJcTE,RIOR cjR�DE pLYI•�lOOt7 k 1 .' - I u - 5/'8"' TN K- FIRE RL-TARGW t•IT - TREi+TED • NOTE : PAr3RIG4TL°. GLI F'bLA,II•J 6E�IOIJQ � � �"`"� /Z TFaiL •'L`(I,J DOD L`f'YJEY�fP IJoTl oNSITE oR IN s,JOP- J' TI ExT asBENIwLE cUf'oL �, 1nb85CT1otYS, b CIRADE � FAci-4 FIPV>✓P-c�qLABS FADED ' olq ROOF, - pROV10E olocl�lNct IN 1'�L�Y I.JOOP :,.'_, - ca Yf-5UhA SNE,-7II-4lNG1 , FIIz iTYPO-: ^ x" `^ ¢ ' - ROOD BTRUGT�JIem AS FL QU ¢u'D II :E - o no x J 1 TI-11�• R Iy I D II•ISUL.ATI O NI o � \ • GIJ I�OL� 1=1--'G`/�.Tl ol�l / �S EGT I © 1�1 A6PNA LT BNINGyLG {2DOFII.fCq , GLA80 " A ° w � . G � 3 - I Co" TN K• cOQc,, QL•APS GN 30 ' P,�i11LpwCT PAPGI2 r < z N , , L`. 11 _ 11 _ Q „ --- --' - - W,/ ��ri �o*'4/r41J,1•J,M� � w . " - 2�c> --�.',:• F! FINIsH PRE1.ilANLJ ca c71J I'i Elm TRLJes ` � � � 1 W/cSMcnT - P-E PJAR �,,,,.,:" " TN K• cosicX='TE pLCOG K- To ¢ H UNDER8IDI� OF r1pOF N Fil,4iI D IN OCR 2 �. , • �� a lj ELI-V, I LAVEFL 5/g" TrI K• FI FVGt2.CY L.485 o F`Ac,GL7 Ca -rer*E SNEATHINCT STEIVII.JALL " " j 'Y t 3�i. 7L ' 8 F1RE S'�P, TYPE ' h a al' ID INSIJL.ATIoN MET,•kL BLOr�It INCq /a" r 1(a" i ,D• 24" WIDE FROnA 1E OF yfAA, :t - LID 4ev O. G. . + • .1 ',' : FOUNQATION y'�P . ST " � 17o1J Pj LF, O CoR1JERS � � WALL FAUR-RIGnNE GLI( ALIJMINI.-I WI F,vBGIA � �F� �p ' STIJGco r, �4'I TNIL Co Mp/,GTED Top LINTT✓L PJ4,OC�ht � �' � �o" NEIG�I-•IT d'• s�'FFIT 'yt � .° ?- � FliJlfjl-1 SAND R7A8E Irl /Z - 4 R.EP.IAIZ 1XI oN 5/6""� GYI , SUIs.�•Te-11NC� 2 z - ,a I FJOP•12oNTAL " '+�� 7953-1 +114 IL VAPoR CFtDC pARRICf� 5!8'' F'L,YWeoD � C ALUMIN LJM LJTTE'd2 +Li ILINCy Y „ Poj tNo: 9514 ' �; cm NIPAcTErD ;� 12 rlON, SUIbGZRAVE/� 2s} " Drawn lie 2" TIJ K- RI ID /2" A, P.7, - 12" y` L'IT G LEIJ NT ® if 8' m•O, ,, 5/�I ,• LS F Rlezc- w, 'Y IN9JL�NTIDIJ 2,¢"I-IIC.�h) 4 I�ARf� �,4 TTEtJ sIDINCa ON Checked By: rI' MINIMUM - 12" P. ELCWA Iw3 FUt2 F'IR�. I�-IAL. . v� , �t1NCa t° 2'-O" o.c., oNt Ca RADE le"' T-Wv- C01JGR.GTa \ , °TY VEIL oN cMLJ WA•L.L Date: Ip/30/qy � � f3LDGIL I+JALL �\_� TCI F Lh6 1J Ci Scale: *15 MoTED u S T1.41OoNcRGTC A$91 o 1i21101o r Itl K - FOUINDATIOIN :4r2olJT GCLL.� S7LIP \, .y F Ca 5/� TN G7R qR, PLY W O Sheet Title: 1 , sNt..oTrIINC; s/�;' T�+� P1r�E rieTrRo ,Nr WALL TREATED FLY hIOo a� ' A �`\ 1 LAYERS 6iC,"TNr� xSECTIONS 12u Deep 2fI 11Db c, 210 DETAILSn (L 1 _ k � Sr+EATHIw14.FIRE rooTlN� 6TDP �� Qj I've Sheet No; c + 2 4 STIJDWA.L-L rJ/ /i' P_:rr. 1D 6+IE.ITaI� r3UILT oN ExIaTNca R.00F .jo Y NI r _ SITE DATA b� 7/910 ' _ r.�GvEwPMeI_IT RIGNT6 SoI.,.D ' SCTM # 1000-97-1-25 1 1000-85-2-10,3, 1000-85-2-10 2 8�28/�(a• 31 0 III ADDRESS 'PROPERTY:' CUTC OGUE, NY 11935 . \ ErmyG of viNGYA12o �,_ . �- • --_ _ _ _ _ _ - _ _ _ _ t✓ Z , boLJI-ID��`II' OWNER: JOHN C. & SUSAN BEDELL 1 \ CHANGES) + 36225 MAIN ROAD `�`� olrl T�0 � CUTCHOGUE, NY 11935 yY L� Nti 4 J U 1 Z Tel # (516) 734-7537 OTE � / \ 3I DEVELoph,'IENT RI HT �iJTA�T U 1 I 17DdtNdliBrf \ \ _ -------- -- -- - ---- - - , f-loI.IEY loc J � DJ � Z I!J IVo JiPPRovRL FoR 1 \ 1 z - 3 SURVEYOR. —rut 41c W f77�riT \ \ �S;D� 1 ExIBr,N --a` �a Z'/ e l 5 APPucnr,ea \ \ ( uy, 1 1 roREE 4 / hl.n1 NIN x-r � `\ ~L �� i 3 J � ( Roderick Van Tuyl P�a \ \ 1 aE � s' i, / �\ i 0 IW 7u IJ Q Greenport, N.Y. 11944 ReL ,,Ep ' hNc. xR +•. ' \ "F ° ' i7 Z t9 U `✓ License # LS 25626 R. Dated: 1/30/88 Y < 101{1 O - ZONING: A-C \ 1 Itl �'1 . \ �inVlly MD" ,�. '- ' •y 31 I DIST r�lJ51NE�—Fv I Eee123TINCq • � \ I F wlw e _ _ _ _ I SiGNINFxiST ^� 19 1 \ ouerc,rl ie �evt •� '- - •R-----_ µ_p, ,Z- ��..`,`,TION N 1 _Z t� I SITE: 4942 Acres / 2,152,735 sq ft 0) wI, f ��+ J..rz1=npW� t -�^-'-„� u� 4 �- '�1�� AREA Z strt •I Ho�Y Esc 1 BUILDING: Total: 10,343 so ft fn hL�p�-r•� 24n 'Z•4" NT, Q p 1 >^'F4_ i o,c. � Z Q J f� AREA Existing: Z J LC1LCWr� '�y i i _ 0 Winery: 5,110 sf 1 - LX P: t �- I ^ 1 N Residence: 1,624 sf Hassesso �eeoYv��E,�A �, Se `T TP<w IN I ' I Storage Shed: 163 sf 0 ' ' I a10 a `, L.v 6IDwe1y . --!t- Addition. W ••y• `�•. i, { • Vehicle Storage 1,155 sf Q I a i i F TL% -r a.+3, *. i I ' ��\ . \�� ` / "� `b Case Storage. 2,291 sf _ O I t I corJ IE2- a3.6 .7- / -. i \\� � �\ �p�,jt h � r '• , _O fall \ � \ p °2S Q ? p \\ '.�J O r.sifts — : r, v ° dru _ Z •r, - t i l+n ,\,�,\\ "� \. I � ° el x- U COVERAGE e , " _ R u 0 48/e actual / 20 /e max it) AUr� y � 1. ' ,/ Qt t 1 7 �- -- i PITcrI �`, \• �:Q'L 13a•lJ rc _ _ _— nLl Q 7 NOTES: Elevations shown are based assesseal G• 0 - - -- --- -- --`� •1 on Suffolk Count Department Q Ml 0rkRKI,N - / t , , , i .m ` 1 I F y p EX,5r Is ep4 - - + m I^ • i ,� I ti of Public Works Aerial Survey ° '•. • ` , - • 'C� Erie TING ,' ' r' N� N N Public water Is not available ' t ' T E,Gs O TQ within 500 ft of the property Lel 1�� bbl_ ilg Bio---- I - y I ., t - - - I -VV--�. Z dJ The locations of wells and ST Q, '`11�a t ><t rI - - ", I' -� �.a�-L�� - .17 _ a. PcR vT Fid d �i fp r,'�.�•.�!{;, •—nom - HI,, cesspools shown hereon are Ill FF9 uNp E* µ•IQ ; RE - •+ rr, INC I I ° 1Y�t-^ P � 11 \ t rqz INE " rw / p I4 a, , • oma,\, _ Y I o N n h 15 from field observations and or I Y �, y \I\ ? \ e \\ ;�'qk"r �I " ' I' '=><ISTiNG • - �G LEfp p �•u• r7clsrl - Z Z d I 2 data from data obtained 1 O tiiaic,•IP E!F- WII N� - WE,L`NC' it - 3 p. 0 rl wnU� 1 5 5 U ?4!!ka IILL Iz.r.n•fp ,z 0 �`v'"�-� - ,—� I -� r(t Q dt G U ( o a7Q from others � r $ r ID. IeAA r ,t 1-V a , - .L• R, w.r,. J M __ EI`•lovcu _ l r W -9F PARKING CALCULATIONS: 1 5 O Exmr nl..�.. IoA�N T J 0 I 7Ull �rrF,xTURE _ d3a u+•o,Ny - _ R /cr _ } I Existing Residence: 2 per residence = 2 spaces 2Eq:' _ IoM • Z- Ii•a �"rC''c"Td ° Existing Storage Sheds 163 sf @ 1 per 1000 sf = 0,16 spaces Exist W Ing Winery: Offices: 377 sf @ 1 per 100 sf - 3.77 spaces E><iST,rJ 33' P �. - � L-ocusT (Y _ Tasting room: 651 sf @ 1 per 200 sf = 3.25 spaces C �' •''c' + t rte. �''u• ��x16TIN _ Fermentation; 2,775 sf @ 1 per 500 sf = 5 55 spaces ST \� IV DEN s, r— __ .i . I t. G P E 7- POL LP0 O - ' �N'r �— S•AtJITq til Storage: 747 sf 1 per 1000 sf = 0.74 spaces k y BANSrrn }�.. i / I `gY8 9 @ ' P It Garage/Repair. 427 sf @ 1 per 200 sf = 2 1 spaces Qr / // \ BL�r �r_P L� - _ _ tx B°N 4 utioER 4RouNp/ 01- Mechanical: 133 sf @ 1 per 1000 sf = 0.13 spaces 7 �T J II Ta ISL K- - ! -Ip p e I- - `r - I ��LL7{r� Proposed Addition ,Fh IbV I 6 ,n Q • S c �CIS� Nq 1 , HOLE 4 RElocy-I-- E° I ! Id Case Storage 2,291 sf @ 1 per 1000 sf = 2 29 spaces � -SAH Q'•NI- C r IRaoeo,rEM�'1L�0J 8 T 6 TT EI"' cNTR S TEn.f --Lai ILS --��'-�'vr yn ,- i // 111�'r'1 Vehicle Storage: 1,155 sf @ 1 per 1000 sf = 1.15 spaces J � . G ,w '�F+ Ls 9,�L IA, ,. TaN , rY �Fr I scT- �„� __ TOTAL PARKING SPACES REQUIRED: 2117 / 22 SPACES ! _ PC la- wlXi ^eFT CL,P) -NEW LF�cHE FT LIQWI-:1 KCS�7� r i..�'�� c aeeNlA>Is NlraH l- ep-r INKY r-enL� °er-TH 2 p cERTIF T b �I E o DIAk f 12. wr LP I �� i TOTAL PARKING SPACES PROVIDED: 26 SPACES T, Aferco 1Ea BY: NLY 1 1 \ I l r u a PAK R'••I4E eOZp 0 o l \\ m r I i ncluding 2 handicapped parking spaces 1; o Q laf EK 1132TrIT G t \ • 1 i 1, i G \ l pp � EkICJINI cA IJ.Y. 11952 L 1 L Lra W N I I r ' IJ a �fsTN� sti,��ITY: �� I F \ hi Q TRUCK PARKING & LOADING: L�wI N� ec 1. 7-\ R?Ncy II i / \ ' ii 0 1 LOADING BERTHS' 1 Provided / 1 Required Q 7 J �I%TI 2 LLIREI7 5- L ' `\ TI at 1 pt �I 6�'sTEM , �' Z sF, -� , m < 11 I For drainage and sanitary calculations see sheet # 2 O Ig Mo TY In b42119AKslo LL 1 yJrl TI-I.ti,4 THE yy� I" "Icl••I - - �`r'�O•'J131p FN 1 1 RE D It t1 / �\ \ 'j I-� ! i3ti In care of industrial bulldingii,the foikwing etetament must be shown on vour plane and started by the owner of the helms p I N v •'Pursuant to suronat county 9anbety code Atheist 7 And 12,I, KIP 9ECIELL E OF NE's Q 1 1 III 1 r hereby mriiry that there will not be shy Inddetdal waste or other nen-HnNery Waster dlechatged from the bulidin(1 end them Will \ < t \ I ! ;1 I y be no toxic or hazardous mahrists elomd It the Age unless epeciho mirmMs or exemptions Are granted to these Ankles. y • ST F, O,p •A C rye lw•' `� I \t (P � m \t I 1 1 � ,� I 1. li FacllltyowneYr9lgnatur 10-�-96 * � SUFFOLK COUNTY DEPARTMENT OF HEALTH SEIKYIC% "I full ',�'• t O D Q I 11 '1 APPROVED FOR ':ONSTRUCTICN ONLY - - - - /� ` PRoPER7Y LVt`IE N '�r. ' It it I rolect 9x19 i - LlER-rJAL- fb0 NDKZ•Y LItJ6 ' /j ` _ -- -- p NS. RET. N0. �� '- �1�p,L(ILl 3 pLDW a j IL ij- r q,U' Drawn By: u-r \ N .S4 07 20 Lam! 2(,0. 00 I TYPE 2b L l j W IIj This approval is gran for the canstructien of the sanitary � Checked By: N S 1s \ / I I ] n - disposal and Water suppi, (dr.14ties pursuant to Articles VO and ` ' i I i 1 pf III` SUNIk County Sanitary."..nate and is nut an expressed Date: C,/7/9G. I nor Implied approval to Ciscitxrge\from or occupy the _ Ev. 31,o TAk I`d p,P sk loco �I'7 - I - 22 on I structure(s) shoran. THIS APPROVAL EXPIRES TWO (2)YEARS OIL 'r`f IAF G'iI2AC,tD IJI � 4 I'rilcE /� - . O.S' P+oX �.Cp A RD IJrV 2'> m m f9�t�+ THE DATE BELOW. Scale: pI . 7.o'-Cu f1A 320i,4W ((\ 1 O D uLrJi�r�-T' NY� ii Q � DATE IGNF I1RE Sheet Title: 2 s' W NOFWALA�PgpYly, m / NOTE: INTERNAL E16UNDARY LINES FO LB aRc -,.; ,� J N Internal boundary lines are shown for the 4 N�YA-BnfMMIQ WJiY(M� SITE FINE To purposes of denotating areas allowed for PLA 1 development, as approved by the � N°' �' Nc FDOJ� �Jat Pr'fY�H'Tr ono -- F - Q -- Suffolk County Development Rights Program. W "t These lines are for reference only and are oOL 7 NaArEz y o PARTIAL ENLARGED not to be construed as separate property _ p APPROVED BY 4 lines or a subdivision. pl �� - cc SITE PLAN IP m PLANNING BOARD sheet No: FOL1 . . r 76 HOLE bY : 1 I . . �s'••L� gcoe�leNCE � v rowN of souTHOLD r,, erL;>` leo fiO LJrb+d71_D I`I,Y. II971 �. SCALE 1" = 210•-- 0" o 'e 3S Se t ��TEI �i17/9ro OCT 211996 SEE SHEET 2 F•OR COMPLETE SITE PLAN 1 I I Ir OCT zllM A Y • _ I , X DRAINAGE CALCULATIONS: 7/zz/9re i Building: 8/ 7 /9G A Area x Rainfall x Runoff Factor 8128184 '° / •a i 3160 sf x 2/12 x 1.0 = 526 8 cf VV / g sKu e Use: 211 •; - cse Pr) 10'-0" dia x T-8" Solid Dome = 108.7 cf. 1V, a 10'-0" dia. x 9'-0" Storm Drain Ring = 615.8 cf. ZONING AC 1 � ' TOTAL = 724.5 cf 724 5 cf, provided > 526 8 cf, required �., .._.__ I„ `'• Y J ' / _ 'I 114 O p B. Area x Rainfall x Runoff Factor _k .-_ - .3S 'Gtp" Ls NiR• v 7= S"a¢P 13' r, f3. `..4 fF . 5 54"O S'eo'E h', 1 1645 sf. x 2/12 x 1 0 = 274.8 cf. riA•S fc I t2 , bo `.n S4°'�I sd �F� ' IQ° E:' �•'i \�•.\ •'h2'�� \� - \ \ lrse 3! \4 Use: ,�'' _ \• \�' T S\fa �p3' ® 10'-0" dia. x T-8„ Solid Dome = 108 7 cf, �� - \, A ��1. ., ki'<TM'•i� �?•Pv. v "t` .� v :, ej 10'-0" dia. x T-0" Storm Drain Ring 205.3 cf. T. 7 ® TOTAL 314 cf, r \ IWI ,, &67 - S Fol. ITS _ 314 cf. provided 2748 cf required C. Area x Rainfall x Runoff Factor ry r 8s G sNEiET Z 2972 sf. x 2/12 x 1.0 = 495.4 cf N '0 ` * \ ONhy iup v�wnY ' ,v �� :� "yn ` •Y . v > > -k` . V"\� ` i m 1" n,y,�� tisl �' ` , r4 Use U) 10'-0 dia. x T-6" Solid Dome = 108.7 cf Z 10'-0" dia. x 6-0" Storm Dram Ring = 410.6 cf. O \; �� /y ' TOTAL 519.3 d. H ,a.51.`70 \. \, V-'r \ ` . ,` v \ \: v .\ � , ..\\\\\ \ v i l•�C�L T 519.3 cf. provided > 495.4 cf required NOTE: INTERNAL BOUNDARY LINES _ Internal boundary lines are shown for D. Area x Rainfall x Runoff Factor Q - _ F64,go --ejl ` �� 1274 sf. x 2/12 x 1.0 = 212.4 cf. \ _ E / ® purposes of denotating areas allowed for 05 V ZONING AC� \ C T / development, as approved by the Use: U) ° _ Suffolk County Development Rights Prograrn. 8'-0" dia. x 2'-9° Solid Dome 54 2 cf. Z These lines are for reference only and are 8'-0" dia. x 4'-0" Storm Drain Ring = 168.9 cf. D1 not to be construed as separate property TOTAL = 223.1 cf. 1- +- _ �',' , I f V `� �-� � _�� C V / lines or a subdivision. 223.1 cf. provided > 2124 cf. required ; -- j,' l ttS \ -- _ - f i - �\ (5e ►TMJ BRIDGE LANE N� 1 1 1 I llE E. Area x Rainfall x Runoff Factor W W \ /• �° 1260 sf. x 2/12 x 0.9 = 189 cf Use 7 iT e= 8'-0" dia x 2'-9" Solid Dome = 54.2 cf 8'-0" dia. x T-6" Storm Drain Ring = 147.8 cf. WL TOTAL = 202 cf Q ADJACENT PROPERTY OWNERS KEY MAP 202 cf provided > 189cf. regwred U SCALE: 1" = 200' - 0" o ioe megoD KEY TAX MAP # OWNER USE F Area x Rainfall x Runoff Factor A 097-1-22 Joseph P. Szymanowski Residential B 097-1-21 Richard E. McNish & Wife Residential 3150 sf x 2/12 x 0 9 = 475 5 cf. C 097-1-20 Marion A. Terry Residential APEA # I - SCTM# 1000 97-1-25 1 ,1. Residential AREA #2 - SCTM# 10' 0" dia. x 3'-8" Solid Dome 1000-85-2-10.3 Use - 108 7 cf - D 097-1-19 Cheri Batson AREA 113 - SCTM# 1000-85-2-10.2 E 097-1-18 Charles Cartsebs & Wife Agricultural 2 10'-0" dia x T-0" Storm Drain Ring = 410.6 cf. �?�''.• [ G 085-2-12.2 Hilda Jiminez Residential TOTAL 518 13 H .085-2-12.3 Anthony C. Sturcken & Wife Residential I B cf provided > 475 cf recoiled - 1 085-2-11.3 Joseph Reilly Agricultural J 097-3-1 Joseph T. Macan Jr & Alexandra Residential _ K 097-3-2 John G. Bailey & Wife Residential Z L 097-3-3 William Midgley Storage M 097-3-4 Helen Z. Rogers Residential N ¢ • a N 097-3-5 Doris B. Richmond Residential O 097-3-6 William Midgley Jr & Wife Residential C c = P 09.7-3-7 William Bauer Residential w J t SANITARY SYSTEM s LL O 097-3-8 Chem Nanninga Residential w x R 97-3-9 Isabel Ross Residential HYDROLOGIC ZONE: IV - 300 gpd/Acre _ S 97-3-911 6 Isabel Nico Realty Corp. Go Richard J Russell Vacant ALLOWABLE SEWAGE FLOW: 300 gpd X 49.42 = 14,826 gpd g w • n ^, T 97-2-1 Saeed & Maria Hashemi-Davani Residential ~ U 97-2-23 Paul & Cheryl Vivano Residential SEWAGE DESIGN FLOW: Q � ' '7Residential V 97-2-2 Edward & Denise Zuhoski 1. Proposed Addition 137 8 gpd N V Case & Vehicle Storage (0,04 gpd/sq 0.04 gpd X 3446 sf = 137 8 gpd 2. Existing Winery Offices (0.06 gpd/sf) 22 6 gpd 0.06 gpd X 377 sf = 22 6 gpd -,-- - SUFFULA COUNTY _---..- Sales / Tasting Room (0 10 gpd/sf85 1 gpd hEOSS TNFh /D_T ' SERVICES 0.10 gpd X 651 sf = 65.1 gpd APFR VOEU FOR ;UNSTRUCTION ONLY V �; .c ��„l"•, - N.S. REF. NQ �0FLOW 3` Fermentation (0 04 gpd/sf) 111 gpd y i •�'�:' •\ P-1 TYPE gr_ U, 0.04 gpd X 2775 sf = 111 gpd c 017953-1 v r •,.y , v E CONIC - This approval is grant far the construction of the sanita Storage (0.04 gpd/sf) 29 9 gpd \11'i� PI r aciliues p;irsuant to Articles vDand 0.04 gpd X 747 sf = 29 9 gpd disposal and realer su A r h , cseT,aoN FNASE AND 7 of thr sunolk couniv Samtary rade aind is not an ex rFssed 1195p crnEnmuFAD[ - nor implied approval to tliscimrge from or Occup - O E HIS APPROVAL EMPIRES TWO(2)YEARS Repair Shop (0 04 gpd/sf) 17 1 gpd Project 9 ly _ structure 5i shoran f F HE DATE DELOW. 0.04 gpd X 427 sf = 17 1 gpd L FINISHED GRADE 1 0� II;. . �,,, �, • o[.zn2 9q, � ;Lo.,,.. Drawn By: u-r �•--,� SIiG AT 1 Mechanical Room (0.04 gpd/sf) 5 3 gpd 14• DATE 81TE-=-��, 0.04 gpd X 133 sf = 5 3 gpd Checked By: IIs N0FK4LAPPa0VALVV[jN U]' EAST I= - '" -`�" py Total Site Sewage Design Flow. 388.8 qod Date: G ?G CUTCHOGUE r1Ie�•' MNPPCW�IA00 c0M AL�r '� 4, t cQ1NlDIr.FR 1/A•Fcll FT. i aFM A'A C4H Sb0 Pic DA � / •/ / ,j cwrrwuxr.rncHm vs•xB er. Nu FucD �2rVri,Lp..no,., SANITARY SYSTEM REQUIREMENTS Scale: r+arY�C� Total sewage design flow = 388.8 gpd p Septic Tank: 388.8 x 2 day = 777.6 gpd - •. ' p� - , �.�-, b �i � � Sheet Title: Existing Septic w' 9 - P � @ 2000 gal \ fir, .,.• .,' Leacning pool area required for sewage system, I '�""'F�c=_r �• �„_L� �� •��-��= � �- +A = 338 8 gpd / 1.5 = 259.2 sf SITE Existing - 3 - 8' dia.x 8' ht Leaching Pools = 601 2 sf PLAN u> l WASTE WATER PROCESSING 1 Fermentation - washdown of tanks 250 d ' A•- Rn 2. Crushingof grapes 200 gpd 444HOG 9 P 9P 7 ti,.r•} ECF _ - Leaching pool area required equired for waste5rocessing ater processing, Sheet No: t .:.mow... LOCATION MAP = 450 gpd / 1.5 = 30eac SETTLEMENT TANK , NIS Provide 1- 8' dia x 12' ht Leaching Pools = 300.6 sf Provide settlement tank (similar to grease trap) for NOTECEL4N (;E(S} waste water treatment, use 8' dia x 5' liquid depth2 trI,, 'M E,+cP,A.NaioN cam•.RAcI'rir of 64,wl-roaRY sYSTE.t+I +, M` E>< IeTii.i4 sY3TEM I.EhcrlH�y F�L_ �•RFsc= bol,2s REdSUiREP LEysG.H IN Ca fZYJL �+.IZEr+ a 259,2 SF ' � FxIs1'[N4 &'t--TEM E><PP•N91cDt4 ca.P>•G.it`f is 34•2. sF. .j tiWr1icH Is IrrORE -THAW THE RFA4J12EP 3LYa Escpwnlfc, 7— --77- 7—'r 7777"`�. 717 T 7- IP, SITE D TA RIGI-11I Soap SCTIM N I 1000-97-1-25.1 1000-85-2-10.3, 1000-85-2-10.2 0 PROPERTY: 36225 MAIN ROAD 0 ADDRESS CUTCHOGUE, NY 11935 LI 0 :1 OWNER: JOHN C. & SUSAN BEDELL V- / LAWN36225 MAIN ROAD 7 IN, 0?/,) 0 r,kQ , Opw2w� I laIGI.4"Ill" U1 CUTCHOGUE, NY 11935 -- - ----- -- -- - ---- -Y 2 Tel # (516) 734-7637 L - 1 11 T AVA U L re sa Roderick Va -TI SURVEYOR: N, 11 q I 'to �I5 ILL -$-& � ILI( I Tuyl -M ff C04ft- ♦ 116 Greenport, N.Y. 11944 License # LS 25626 TA fc A U Is ly Dated: 1/30/86 Ij A to ZONING: A-C 0 . IIj F'r CIO ILI I z 0 a) I SITE: A illk�LT,�,r' BPR Lu 49.42 Acres 2,152,735 sq. ft. a) -) 1- 1 AREA z a No . . va 11 Sri LY V 14 (51 2,41 BUILDING: Total: 10,343 sq. ft. t N, _j 0 AREA Existing: X11I AI L-6N SICK .7 0 Winery: 5,110 sf �T LC, IRlyr Residence: 1,624 sf I, III LIT Storage Shed: 163 sf Addition: W Case Storage: 2,291 sf < W TO Vehicle Storage: 1,155 af A. Ali al IVF_ cz.aiir) Jr LOT : 0.48% actual 20 % max k, COVERAGE z h), - 4 fit 0 P, INN NOTES: Elevations shown are based F- IT on Suffolk County Department EI, I i Of Public Works Aerial Survey. > r six, 1p�Ng dr Public water is not available 0 L within 500 ft of the property. Tit to Lu 4 Ir I U. - V4' V, L) a'4 , The locations of wells and I /I 1 .1 W I QIF F-.\ cesspools shown hereon are from field Observations and Or %'rlt4qr 49 z OL ^I data frorril obtained from others. Ek ter. IT T� q 01-Acle Nrew 1`4 P. IILeIrISID N W :11 PARKING CALCULATIONS: r t+ Ow 3_ Existing Residence: 2 per residence L I, 2 spaces ZO -)a 21 Existing Storage Sheds: 163 sf 1 per 1000 SIT 0.16 spaces I Existing Winery: Ell as" 0 I P. . Offices: 377 sf C I per 100 all= 3,77 spaces ,IT Lit 01 F4 :-rl;, Ness, I Tasting room: 651 sf Q 1 per 200 sf = 0 N\ —IIIIIIx I,IN( 3.. 5'ly ILIF�fpl._ ->4'- 01 ;ir speeds INN, Fermentation: 2,776 sf @ 1 per 500 sf 5.56 spaces ItA SQFMX* MIT)"Ify DEPAR001111'Of KALIN SMM IL Storage: 747 sf @ I per 1000 sf 0.74 '.1)INSfiftICTION ONLy 'k Garage/Repair! 427 sf CA Per 200�St. N r=kj UN 2.13. '07 "4<C co—u--Ato Kim b laj Mechanical: 133 sf 1 per 1000 sf 0.13 spaces II AW NO. 1k1 1,141 'I� ED) LITILi IINq SA k4over, TVPE 4 Proposed Addition: 6EPTIn -A NJ17I o 11115 approval,is granted to, elle jolstfKtibri 4 Case Storage: 2,291 sf @ 1 per'1000 sf = 2.29 spaces 'r zy57EM_11`II IS7E 17 NINK csr) 1. 2000 _7 IT the saitill Pr-r 'S = PSN , 1114,16 water swPIA facitirlps purioat tovAL Ve and, Vehicle Storage: 1,155 sf @ 1 per 11000 sf = 1.16 spaces rec:�"% CI q^L' cl J'A 7.,Nd 5-1n�,Lvz,177 L Se.-T. I At III, Wirth cGoniv calliI r, L L-T� do end is not 0 Cap LjQLjjrj P from ISAI,= " --P7H ro 40( 10191-d Ill to o Vi%p-.rErb oIr Ni}" m 0. N TOTAL PARKING SPACES REQUIRED: 21,17 22 SPACES Irql-4 -;I + �7 �IEFRTII=te P-J-111I �I Of^ X struct4rersi shul,a. [HIS APPHOVAL _y LC, U F) lz iq CLP) I EVIM Z M 1H$,DATE dEtow PI It In NAI j i (e) TOTAL PARKING SPACES PROVIDED: 26 SPACES 4 4 _,` It 1) 70 h4a V IN N _g , 7, rr "k, 17LI I including 2 handicapped parking spaces WILL it � �0 III L L AFMWAL"" I L I < I I -kc, -1 c. _j 1`F F it, TRUCK PARKING & LOADING: J�FIVI SI 9EML.LIjze4-., *PrAWft$yWAW0WAW4W,, LOADING•BERTHS: _N if'_ I' f) 1 1 Provided I I Required -iE�A - a%q -0 A) JI PpcsPI ; M09LE ©P� LI4 2. 54w 1510KIIHl For drainage and sanitary calculations see sheet # 2 006 Ir-P-4 L In III at Induoldid birlishilb,III I it Vr I blWho alittifoarri an Val Otani arad.filisild bi�ft ssItI fiaffiv: J, if f� *Pumuontt-9uffolkCoUnty$JAIMIJLbbd&AMJ$Ltiflai�'Ll. fillophisilLL 1111i Illof there Will 1I st aftly jaiddiall L i�: I L or be no toxic or holoxidus wistlial 6 "al at Alit Ad"Itnal"It"diaol"I II ill biffitille&ftd ifflatia Wra (P h.raby cc Uh*u 11061111,0111111,1111,11111 Ifibut At"&. 10 Facility o"I "A R- and "T, IT Mr lao 4rJr.>fz1r L-ti-I kx Li r4 S IT , - L I I - I . i act NrIT IN L ILL 07' Zc" W L.O. 00 ll S". AI 't, .1 ...... Drawn By, it DIMENSION E TABLE DWC, NO. T-1 EXISTING OIRIVEWY� Chaoked By U FULL HEIGHT NORMAL SIDEWALK tL.1%r 11 Date: OL e4eAC4cDtIIII II PMIr_F_ CURB ELEVATION Scalir. jll 00 poll /FT� 7 IL-TL OL '71�T. W, SheetTitle, NOTE: INTERNAL BOUNDARY LINES Y,4"/FT _T - - - --T -3 L _j IjiternalLboundary lines are shown for-the P `Slz purposes of dipinotating areas altowed for 7 W OWTPE r AQr1Tr law j" evelopment, as.ipproved'by ther, R=l IL Pevelopment.Rights Program.ITT, In 7 ILI W M. These. lines a L Pill for reference only, and are W -50HE MARK ' I IT 2' 0" d not 0 construe 'as separate property PARTIAL ENLARGED DRIVEW0� SECTION A S CURB SECTIGg k TIO DRIVEY(Ay WoiI 11iy - SLITEP AN F4 *4^ZL 0 _ J L Sheet No'. N, 7 FISSION! QtpPLjrWei_CI 11971 SCALE ,: V IT to 0 TT wg, leo SEE SHEET 2 FOR'. COMPLETE SITE PLAN T LILL I IN I -I -117FILILlI �y :Il E II, IL '4 DRAINAGE CALCULATIONS: 7/zz /gra a ry, - REV181DN6 : Buflding: IS/7 /9G S \ A. Area x Rainfall x Runoff Factor 81261 3160 sf. x 2/12 x 1.0 = 526.8 cf. u i ® F1') 10'-0" dia. x T-8" Solid Dome = 108.7 cf. ?I N_, 10'-0" dia. x 9'-0" Storm Drain Ring = 615 8 cf. ZONING AC �= j - A TOTAL = 724.5 cf, O, 724.5 cf. provided > 526 8 cf. required (\ B. Area f. Ra/12 x1.0Runoff 274.8 cf, II }'\ "`�\ \\ \ \ \3 �,� Q, rT 5 5t og'oo"y� i - ♦ 1645 sf. x 2/12 x Oil V '� \ \ �\ \ yam\ \\\ •\ \�\ . .\\,"\,� ':��; \ \ \ \ \\ x.`\•\,. \\�\\� \ \ \ `, \ \ ' _ \ \ •'�bo\ ) -es ` , O - Use: \ . \\'• , \'\ \y\ '\\\ \ \ \ \ `. `t. \\\\ \ , , ?,,` \ \ \ \ l S 10'_0„ dia. X 3,_8„ Solid Dome = 108.7 cf, \, \ l \ \ \ \\ \ \ \\• \\' \• \ \ \ , \�\ \\\\\\,� \\\ \ \ 10,_0„ dia. x T-0" Storm Drain N 1 \ \ \ +\ •\., .,� \� �'� � j \ � '\\��\•\ \ \, \` � \ R g 205 3 cf. \\ \ \\�\\ \� \'\��` \\\�:� \\` \�•\ \\��,; \\\• \\\ ' \\ \\\� \ "'•y 'R 1 Y' �A 314 74C8 Cf, = 314 cf. (n O \ \ \\ \ \ \ \ .\ \ \ \ \ \ I cf. provided > 2 required d \ I 1 1 �, \•', \ \�\•� `y`. \�'.� \ �\` �\� °` \. \\\\\ � ` " \N, \\�\\\\\� `. �- \;\\�.• \ \, j� x Ed..IL,.ARMBr�IT �L.n.N C. Area x Rainfall x Runoff Factor \ \ \ \ \ . . \\ \ \ \ • \ \ \ \ \ - \ BE.G sHi3ET 1 \\\�\\ \ `.\ \ \ \ \• ` \ \\\\\ \\ � ` \ .�\\\ l .\•\ a `� �cJt ry 2972ef. x 2/12 x 1.0 = 495.4cf. z , ' �� `Y V�� ,AV�vv \A• . ' v` V �� A vvv V• \ v o Use: \ \' \ \ \ 1 \ I \ \ \ \, .\ \•.\\ . \ ti \ \\ �y \ ale w 10,_0„ dia. x 3,_8„ Solid Dome = 108.7 d. z \ , )., \ \ \\, , \ \ \ 10'-0" dia. x 6'-0" Storm Drain Ring 410.6 cf. Q 1 s6i.`•lo �� \ \\ \: \�\ '_ \ `\� . \\ \ \ \ \ \'` .\ \\ .# I WriTOTAL = 519.3 cf. 519.3 cf. provided > 495.4 cf. required Q NOTE: INTERNAL BOUNDARY LINES 0 . Internal boundary lines are shown for the Q e \ +,e D. Area f. Rainfall x Runoff Factor j" ® ® purposes of denotating areas allowed for 1274 sf. x 2112 x 1.0 = 212.4 cf. ZONING A \`- C; �`- T / development, as approved by the Use: (q ° Suffolk County Development Rights Program. 8'-0" dia. x 2'-9" Solid Dome = 54.2 cf. z These lines are for reference only and are 8'-0^ dia. x 4'-0^ Storm Drain Ring = 168.9 cL 0 i' ��` I �;� / not to be construed as separate property TOTAL = 223.1 cf F-- lines Or a Subdivision. 223.1 cf. provided > 2124 cf. required j '4i- BAIDOE LANE ) (p' \ off^ E. Area x Rainfall x Runoff Factor 1260 sf. x 2/12 x 0 9 = 189 cf, LU o _ Use: j 8'-0" dia tm x 2'-9" Solid Dome = 54.2 cf. Q 8'-0" dia, x 3'-6" Storm Drain Ring = 147.8 cf. •C TOTAL = 202 cf, U Ili ADJACENT PROPERTY OWNERS KEY MAP m i 202 cf. provided > 189 cf required 3 .. ! SCALE: 1" = 200' - 0" m lee aam .roc "I OWNER USE F Area x Rainfall x Runoff Factor A 097.1-22 Joseph P. Szymanowskl Residential B 097-1-21 Richard E. McNish & Wife Residential 3150 sf. x 2112 x 0.9 = 475.5 cf. AREA #1 - SCTM# 1000 97-1-25.1 i C 097-II-20 Marion A. Tarry Residential Use: AREA #2 - SCTM# 1000-85-2-10.3 0 097-1-19 Cheri Batson Agricultural 10'-0" dia. x 3'-8" Solid Dome = 108 7 cf. AREA 113 - SCTM# 1000 85-2-10.2 2-10'-0" dia x 3'-0" Storm Drain Ring = 410.6 cf. 097.1-18 Chanes Certselos & Wife Agricultural h G 0175-212>2 'HHda,iimG+ez Residential !n, - 518 cf roweled > 476 cf required 518 13 Fi ; .°;t '='f2�3' Anthany C_';Sturcken & Wife'. Residential P 9 I I' 085-2-11.3 Joseph Reilly Agricultural 097-3-1 Joseph T. Magri Jr& Alexandra Residential K 097-3-2 John G. Bailey & Wife Residential E Z • i ..` 4 t L 097-3-3 William Midgler A,lStorage N M ' Ogj3 4 Helen Z. Roge's Residential N `0973-5 Doris B. Rlchriond Residential g 097-3 6 William Midglq Jr & Wife Residential J T Y S P 09,73-7 William Sauer Residential c ` 1.V ' Q 097-3-8 Ck+erri Nanniga Residential w J W 3 v ?'r Q- 97_3wg Isabel Ross Residential SANITARY SYSTEM r s < ` S 1797-3-11.6, Isab Realty, rp. Go Richard J. Russell Vacant HYDROLOGIC ZONE: IV - W: gpd/Acre 5 T Nico ALLOWABLE SEWAGE FLOW: 300 gpd X 49.42 = 14,826 gpd T 97-2-1 Saeed & Maii Hashemi-Davani Residential j, U 97.2.23 Paul & Che Vivano Residential SEWAGE DESIGN FLOW: ¢ � ' V 87.2.2 Edward & Oise Zuhoski Residential 1. Proposed Addition 137.8 gpd � . Case & Vehicle Storage (0.04 gpd/sf) 0.04 gpd X 3446 sf = 137.8 gpd 2. Existing Winery SUFFOLK COUNTY OEPARIIII OF Hkki.TH SERAQ6 Offices (0.06 gpd/sf) 22.8 gpd Ao PRUVEb TOR lONSIBUCT10N ONLY 0.06 gpd X 377 sf = 22.6 gpd E (f 03 y Sales / Tasting Room (0.10 gpd/sf) 65.1 gpd OF N � H.S. REF. NOJ.:' ,1 FLOW c j TYPE ��'At _-( v(,.�ri e�- 0.10 gpd X 651 sf = 65.1 gpd SE . Si f��' t this approval is Arantea to. the yonsiruGion of the sanitary Fermentation (0.04 gpd/sf) 111 gpd * �f a •�j4 OIspoSal acid Water suppl, ficiiiins pufivalll to Articles III and 7 vcconlc y ", 0.04 gpd r n! m. ;;ullolk County fianllor -,ale and is not an expressed 9P gpd 1 nor Implied approval to dlSchnllie NOT or occupy the C 017953-1 4~ +•, �, - strucwre!si shorn. THIS APPROVAL EXPIRES TWO{21 YEARS Storage (0.04 gpd/sf) 29.9 gpd 119 5 8 C� ---- corm m u11Aoe _ � a l�`y 0.04 gpd X 747 sf = 29.9 gpd _ i 1, c�en.w Fn��a.o f h! THE DATE BELOW. ..# F'Of �•� 11 �. GATE SiONAYIIR Re airSho 0.04 d/s 17.1 d rojectNo 19 19 � � . 'Q � L �� L f P P ( 9P gp F11MNIeP 011AOE - Jc�^- � 0.04 gpd X 427 sf = 17.1 gpd ]4' a ]4• ��INN.ir''�•wrsNi•p�+r1+. . Drawn By: LJ"r Mechanical Room (0.04 gpd/sf) 5.3 gpd ]o• ar NL III r?REOR211r,G�:J. IQ,' 0.04 gpd X 133 sf = 5.3 gpd Checked By: i.l- y.; �- cu{E p� I MMA-ACLAW 2400 on ;, Total Site Sewage Design Flow 388.8 Qod Date: Gj?,-�(, u�. hp cousrssnrr i<rren�r SANITARY SYSTEM REQUIREMENTS Scale: ,s NOTEv a' ' �• 15 �' CMIr.ClJ1M].4001M 011 cowlsrrt.rlra�o i it nn n, - , ! '• if 1 - `44�R•LS•^ o Total sewage design flow = 388.8 gpd o a0 i Septic Tank: 388.8 x 2 day = 777.6 gpd Sheet Title: 4- "• I Existing - Septic Tank @ 2000 gai •" FL E Leaching pool area required for sewage system, SITE r�•�., L 9: °- r'II Existing 338 83 .8 gdla x 8' ht Leaching Pools = 601.2 sf. PLAN - -- ^i WASTE WATER PROCESSING LITTLE - ' 1 Fermentation - washdown of tanks 250 gpd NECK e•-o• 2. Crushing of grapes 200 gpd ^ T - '�,_ L -- ------- Total Processing 450 Qod Leaching pool area required for waste-water processing, Sheet No: = 450 gpd / 1.5 = 300 sf. � 11 O N MAP SETTLEMENTIAN NTS Provide l- 8' dia. x 12' ht. Leaching Pools = 300.6 sf. Provide settlement tank (similar t0 grease trap) for 'waste water treatment, use 8' dia x 5' liquid depth. M ExPAV,41ON cd*AC'I"T�r OF 6AW!-gib R"/ S'Ir F,,I a ,,`:� E+� 16TINGr6YSTEM LErI•aWINGt Ix�oLA2F1u= 6o1,2s _ t REmIJRiEp, l.fA.:l•-IiNC� rWL AREA A, 259,2 Sr 111 eKr.T1rI el-IS "EM EKFs&QSk:)N re.P+GrT`I' !s I&I SF I.JrIII Is i bpm THAN -rHE RF.6SIJIR.ED moo EK;s&Ntaro i z I 7 71-1 7_7 3s) 6 WS SITE DATA SCTM N 1000-97-1-25.1 1000-85-2-103, 1000-85-2-10.2 0 PROPERTY: 36225 MAIN ROAD of 9d _ lip0 ADDRESS CUTCHOGUE, NY 11935 sl, Z;t OWNER: JOHN C. & SUSAN BEDELL 36225 MAIN ROAD r7777 7,77 CUTCHOGUE, NY 11935 Q i-CHANGR(S) "W"',f r� hi "i i z ��Ji V - /Iolitr 'u V� o d PC [I T------ -- -- - ----- lljrase 2. P ji IVo AetellitavAlL FvaLrTl J) SURVEYOR: Roderick Van Tuyl DN JC IT GEu.RM 90 1 T' ♦ Greenport, N Y. 11944 j-,,p&aAjr, 19'P \\ License # LS 25626 rr'EF at Crnor.gp 5E k. 13 ve,,la, 0 Dated 1/30/8 0 0 FL z.,ea. 7 ZONING: AC UNDERWRITERS CERTIF �ATE > < REQUIRED WIWI L�IN E><15'r, T-ION 11 4 P SITE: 49 42 Acres 2,152,735 sq ft lu J (D AREA IQEL-" --,N4 z ILI P� C zz BUILDING: Total: 10,343 sq, ft. AREA Existing. z p-r Winery: 5,1110 sf 111 ,11; UFA, -1 T - NO Residence: 1,624 sf ll-l��)? I� AM TO 4 P- -On 11 7-R" WAY F asp 163 sf Storage Shed: LT 1pt, 0 ) too 2 A P�, riva, V -OuIrE rr Addition: Ill PC)UriED CONCRETE Case Storage 2,291 Sf mrim. < ILN', wl. IV JLATION RNAL - CONSTRUCT! N MW r W Vehicle Storage: 1,155 sf - IINI-II 7 06 Q n tit LOT : FIE COMPLETE FOR C,O. -1 > ft 51 Cv to]1) it 0.46% actual 20 % max ALL CONSTRUCTION SHA i LME MEE Z THE REQUIREMENT-, OF 'HE N. 0 rbcHIP • STATE CONSTRUCTION & ENERG 41 NOTES: Elevations shown are based CODES. NOT RESPONSIS E Pat F, ILI it -TYP 00 on Suffolk County Departmen IDESIGN OR CONSTRUCTION ERROR I of Public Works Aerial Survey. > 0 L T)tI Public water is not available f DI-LI 2 lliil�z IP PL Crl?7, z - within 500 ft of the property 0"it,4. r The locations of wells and tri"I 74 L`U/VT - Lj lzr I FW L Ey , LA tutucesspools shown hereon are 0- from field observations and or a-u/ cuz yK 0 -Z -u"I) -DE r I- /? �Kraarjw,, data from data obtained 0 1- 4y ' 111A- F/? `101 I 'rw 12 nn rIlls 0 U from others. Uj Ica h) -C 'AIVI 07- 0 PPor ttCA 'C1FAFD for -are, I L,1 KI (JI'll r Kz =5 -Jew -r -Faller NA ^Slow^ W systern; piP;1,,I 'D. 00 Y-�I V PARKING CALCULATIONS: lz� rrt f a �AvlOf types X L�IH7 PIK 1 2 spaces P la� urac- Existing Residence, 2 per residence PLUMBING 7-ILI, lop, ff-�ZCIP � ALL PLUMBING WASTE 0.16 spaces TESTING WATER LINES NEED Existing Storage Sheds: 163 sf @ 1 per 1000 sf T) 'VU cu:FORE COVERING Existing Winery I Offices 377 sf @ 1 per 100 sf 3.77 spaces F54 Tasting room: 651 sf @ I per 200 sf 3.25 spaces 7"1 0, + .. �eilstV1, 1- Fermentation: 2,775 sf @ 1 per 500 sf 5.55 spaces LPO --------------- A —SUFF-OLK—(;UU1WyOEPAHWMN -th Storage: 7�1-7 sf-@ 1 per 1000 sf 0.74 spaces 1 Of HI:Af- APPRUIVEL)FOR ANSTRUCTI(lN ONLY 2.13 spaces IL Garage/Repair: 427 sf @ 1 per 200 sf ` i- \ ( LP 1 / 18L�`\N� L I ()t- Mechanical: 133 sf @ 1 per 1000 sf 0.13 spaces F-K I 6T- ' 33 "Ad 7 07 Elt ct I;Io e� UNC�'�OL�C) UTILII H.S. REF. NO LL L) Lq—b--Cjp3FI.OW" c� Z . } ram Cc z a ),IpLL- sk�671N I 7 /`LP0 W "ZIC Case Storage 2,291 sf @ 1 per 1000 sf 2 29 spaces r-KIS I I - Ilus alI is bilrnI&JCIIu! C,00SINCIRul 01 thesatritary Q, 115VIEZ) 64"re's RX" gli. TWE Proposed Addition: C-0 I!SEPT�- -Ne" ;--4,--7 E Vehicle Storage 1,155 sf 1 per 1000 sf 1 15 spaces :1 . pill, fecilliai pur5tidril to Arlichij VO and N. 7�bl --clA, n! Ill; `uljotli uoula, sanifiry r1ldulflid is Quiet)IMPhIsSed Lesla��q,Q alift C-15l I- Njr �000sp�r C lb -apr-r � �L% CL,P,) tM I I � /I led wilifiruval 10 discharge Irarn or occupy 164 �4 �SYS7�- T TOTAL PARKING SPACES REQUIRED 21.17 22 SPACES (P- olaw, A!?�,P7 L E,,H I- , LIQL110 + DEFT strucIuies) shu,,n f HIS APPROVAL EXPIRES TWO Vj YEW Bor-r C)I FCC) FAUM [HE DATE UE[OW. G SPACES PROVIDED: 26 SPACES TOTAL PA 7 N Ly 12. WI- LPA PARKING including 2 handicapped parking spaces 1z sox C I DOE )SICOATOR 'Is2- t,,w-r-7 L -Y, llcirz < I- - 0 �-4 I-r-,r. A If, 0 e T ILI 1111011"IlIhI&APFFMAllawnum, TRUCK PARKING & LOADING: *ySr8`Nj rt I Got 7\ —1-1 f tl Gr 1-IE'l - APPIX11ftwill"WAMIGAMMIOW LOADING BERTHS: 1 Provided I Required -1 0 A) , In to j)PLPAA4 fi�k, Cir I. I . c�7p 2 ep For drainage and sanitary calculations see sheet # 2 me5;tr Ille &.42 Keslopj 90,% It- Pat, H In come of Industrial buildings,the follow(no imliurnlint mutt he titituty,on your alone and signed by the owner at the%olift L OF Ill 'Punuant to Suffolk County Sturalbirl Cod!Aril 7 and 12,1, KIP 80ELL it FK it, hereby certify that them will not be III behlillmil wow or other nod-uhlbuy weekly 1160handed from the bliIII and them will 4� - ST be no IOXIP or INQUIrd6t.1,Indilmilb 610111111 it the 610 UII lifirlibilk 11111hollb ak 6X6MOtIChi are granted 16 thillm Arel U) Facility Owner's �6 z roject NY Drawn LIT N 5-li-a 07 2c" "0 00, It DIMEiNS[ON "C" SEE TABLE DWG. NO. T-t EXISTING It I- iri DRIVEWAY Checked By: t-4S EXIST -LEVIALt' I Date: to/ lacleleg, NI -rptag i,�^p ear FAL HEiGHT f4GRMAL SIDEWALK CURB ELEVATION pl;LOW �5 1 Ll -'a.(5res 1 Scale: e; ol- ben)k 4411`1�11 WLj11E1 7-1y ei 2�- - - - - - - - - T�VFT. - A - 7 Sheet Title: OL —Xiiz -T W 3/ "/FT 61 1 4 0 Uj INTERNAL BOUNDARY LINES 7 ROpE: -7 tenal boundary lines are shown for the 2 PALS 59951-� -J F-�- SITE F I -j G 1,10 uroses of denotating areas allowed for R=:Iolio[ Cennrr 3 development, as approved by the 10bU8.010j IL PLAN-� 7' Suffolk County Development Rights Program. 4 SCORE MARK to w W These lines are for reference only and are 2' OL not to be construed as separate property ORIVEWA SECTION A-A r IV- PARTIAL ENLARGED lines or a subdivision. 9 q CURB SECTIO DRIVEWAY SECTION Sheet No: wAB a_ ao to -rr-IJL 040ir= lby SITE PLAN 2 71 Or 1 119 SCALE 1@1 20' SEE SHEET 2 k)R COMPLETE SITE PLAN Q T � 1r a s r DRAINAGE CALCULATIONS: 0. Bulltlin0: A Area x 3160 sf. xR2/1211x%1Runoff 6 52 rl"�" ' - 3 \ / E Use: 1V�1�_ cse F*) 10'_0" dia. x 3'-8" Solid Dome av 10'-0" dia. x 9'-0" Storm Drall --- - - ZONING AC TOTAL ' 724.5 cf. provided > 526.8 cf M p B. Area x Rainfall x Runoff I - - .t4` *D 4b' i a 1.3, o*, bo 41 is . }9 5 .' ii;2 , ,S*`b ro Q 1645 sf. x 2/12 x 1.0 = 27 F°0400 � V� S� Nml ° Use, _ 1. ® 10'-0' dia. x 3'-8" Solid Dom( 10'-0' dia x T-0" Storm Drai v T - 7. 02 Y ® TOTAL . \�.�� ` v A . y y` So - cx s7, - _ S 314 cf provided > 274.8 cf. r � �' ) . J -� ZQ!rr"F - A .� FOQ- X17 - Cf -,t t-:.IJLAfiMGtJ I L.aN C. Area x Rainfall x Runoff ✓�,�r;1' . i t'i<-eA ._„ ! �@ ' &E.G sHE�T I 2972 sf. x 2/12 x 1.0 = 41 \ \ 1 � } \ � TSu gel V71.w r `Z'Q)NJNG AAAAA Use �g \�, �\ = � ' � .� r ,•\ -d2, `. 1, i�, �.lv�. H,PI�•y N - o ,. ,�, I 10'_0,. dia. x 3'_8" Solid Dom r \ ; DIM' rV'a!>t �.� �AAAAAA�'zoo o w ' 10'-0" dia x 6'-0" Storm Ora TOTAL c=� 519.3 cf. provided > 495.4 c ! �i r DV A� v��V . yi�y.� ', �� :�� '••v�� `` y V v vv ,, y v y ,, v �, A� .; I J NOTE: INTERNAL BOUNDARY LINES � / %( 1 � ��.. vA � a•.,J; "iG�l�l � ,'f1 ,Q@.�, � �� ..' �. �' ",N ' ' dy.' P"' • 4- 1>'. . �.. �, *• �' ty. 5°ty,, , Q)-- boundary D. Area x Rainfall x Runoff ® Internal bounds lines are shown for the - \ - - J e4•a T / purposes of denotating areas allowed for 1274 sf. x 2/12 x 1.0 = 2 _/ ;' ZONING Al \ E iC development, as approved by the Use ' ` Suffolk County Development Rights Progmin• e'-0^ dia x 2'-9" Solid Dome \ { 1 ® ft U These lines are for reference only and are e'-0" dia. x 4'-0" Storm DraiL -- - .. ;tF'-a not to be construed as separate property TOTAL - 223.1 cf. ♦- .j \ - _ �i 223.1 cf. provided > 212 4 cf. required Q ■ 8 © 1� lines or a subdivision. p q J �V I � S 0 a \ I - (5p ITrJ BRIDGE LANE W 1 E. Area x Rainfall x Runoff Factor LU ( ( � - - -� v �• ¢°� 1260 sf x 2/12 x 0.9 = 189 cf ! G P r Use: 7 ' F= 8'-0" dia. x 2'-9" Solid Dottie = 54.2 cf. 0 8'-0" dia. x T-6" Storm Drain Ring = 147.8 cf, W •_ KEY MAP TOTAL = 202 cf. ADJACENT PROPERTY OWNERS 202 cf. provided > 189 cf required W SCALE: 1" = 200' - 0" o loo P.ee qoo t KEY TAX MAP # OWNER USE F Area x Rainfall x Runoff Factor A 097-1-22 Joseph P. Szymanowski Residential 3150 sf x 2/12 x 0.9 = 475 5 cf B 097-1-21 Richard E. McNish & Wife Residential AREA # I - SCTM# 1000 97-1-25 1 C 097-1-20 Marion A. Terry Residential ARFA #2 - SCI MH 1000-85-2-10.3 Uso, Residential AREA 113 - SCTM# 1000-85-2-10.2 10' 0" din, x T-8" Solid Dome = 108 7 of I D 097-1-19 Cheri Batson Agricultural 2- 10'-0" dia x T-0" Storm Drain Ring = 410.6 cf. E 097-1-18 Charles Cartsebs & Wife 9 TOTAL = 518 13 G 085-2-12.2 Hilda Jiminez Residential 518 cf provided > 475 cf required H -085.2-12.3 Anthqny C, Sturcken & Wife Residential 1 085-2-11 3 Joseph Reilly Agricultural 1 J 097-3-1 Joseph T. Macan Jr & Alexandra Residential K 097-3-2 John G. Bailey & Wife Residential Z L 097-3-3 William Midgley Storage M 097-3-4 Helen Z. Rogers Residential .� � . c x .,- -3-5 Doris B. Richmond and Residential r „ N 097 - ' O 097-3-6 William Midgley Jr & Wife Residential u L _ 's f P 09,73-7 William Bauer Residential SANITARY SYSTEM Lu 5 - LL Q 097-3-8 Chem Nanninga Residential gpd/Acre = ? w -_ - R 97-3-9 Isabel Ross Residential HYDROLOGIC ZONE: IV - W: _ - L' _ S 097-3-11.6 Nico Realty Corp. cto Richard J. Russell Vacant ALLOWABLE SEWAGE FLOW: 300 gpd X 49.42 = 14,826 gpd w • �' T 97-2-1 Saeed & Maria Hashemi-Davani Residential ^ _ Residential SEWAGE DESIGN FLOW: ¢ ~ ' U 97-2-23 Paul & Cheryl Vivano 1. Proposed Addition 1378 gpd V 97-2-2 Edward & Denise Zuhoski Residential Case & Vehicle Storage (0.04 gpd/sf) 0.04 gpd X 3446 sf = 137.8 gpd 2 Existing Winery SUFFOLK COUNTY i:EPolRitdFNl OF H�ALIH SERVICES Offices (0 06 gpd/sf) 22.6 gpd APPROVED 'VOP 'ANSfRUCTIGN ONLY 0 O6 gpd X 377 sf = 22.6 gpd I REF. NO �� ✓� - 96 - U D FLOW ^` Sales ! Tasting Room (O.iO gpolsf) 65 1 gpd �grinmj , 'r0 10 gpd X 651 sf = 65 1 gpdWFE STThu apction of the senjlary Fermentation (0.04 gpd/sf) 111 gpd * c) duVus.,l a110 water wVIPiv rarii!h,ps pwsuanl to Articles VR and 0.04 gpd X 2775 sf = 111 gpd i ! p' 1 nt tw ]t llulk County Sanitary rude and Is not an expressed aD 2 P P E e 0 N I C• • /' nor nnphed appmuall Io disclmrge ham or occupy It's 017953- svudolelsl sho,n DIDS APPROVAL EXPIRES TWO (2)YEARS Storage (0.04 gpd/sf) 29.9 gpd F M IRE DATE HELDIW. /I 0.04 gpd X 747 sf = 29.9 gpd FAFD 8� ((]� p CAST IRON FnAW AND / (/ . IID �O - ' 1 - COVEn TO GRADe �Gn a r R ri I. }, b Iry"' �' _ - L DATE SIGNATURE U Repair Shop (0.04 gpd/sf) 17.1 gpd oiect No: 9 "-a l4f /'r L FnalNm GRAD! - --' -- 0 04 gpd X 427 sf = 17.1 gpd Drawn LJ-r N0FWWtY U5, +- tea ' Mechanical Room (0.04 gpd/sf) 5 3 gpd Checked B ! 81TB- � !'= V F,-a k-;, 0.04 gpd X 133 sf = 5 3 gpd y: L io• ar J� N � J v�nu ?RIEo"�L vt r �N. � • \ '°'='_ ,=�y n Total Site Sewage Design Flow: 388 8 cod Date: ID/*0 /q r� S.• , CUTCHOGUE EAST - � �' Lv lOI1rMlINf.RR 114-MR RT. D +`A CLM Ib0 PP!°R v Fp W Scale: lauswLrnrr.Rrrcreo 1,r PER SANITARY SYSTEM REQUIREMENTS ��o Total sewage design flow = 388.8 gpd Sheet Title: ',-c• al - Septic Tank. 388.8 x 2 day = 777 6 gpd �, ?�� n . �; •�, • i� '•. - I I Existing - Septic Tank @ 2000 gal �F\+ m r� Leaching pool area required for sewage system, SITE Y Ve,<, •• '' ter: .aa-e``= . \`\F^to 338.8 gpd / 1 5 = 259 2 sf. Existing - 3 - 8' dia x 8' ht Leaching Pools = 601 2 sf. PLAN WASTE WATER PROCESSING -� - 1.ti 1. Fermentation - washdown of tanks 250 gpd LITTLE j 2. Crushing of grapes 200 gpd Vr ,,Pi �`" �v' :- H0G Total Processing 450 d xecn Leaching pool area required for waste water processing, Sheet No: = 450 gpd 11.5 = 300 sf. LOCATION MAP SETTLEMENT TANK QTS Provide 1- 8' dia. x 12' ht Leaching Pools = 300.6 ST. Provide settlement tank (similar to grease trap) for waste water treatment, use 8' dia x 5' liquid depth 4 EKi°p r1AiDN fhF+G ITLr OR Ba.N ITa.Rte( SYSTEM gs< l6TIrIGT s`rgTEM 1.E/Acrllrly Fx70L -A 264760t,2sF REWL.I IR EC L..EjoGr-I!N CT fR=L- 4F?SA, 2 SIF ti I'Ii„ x �TIN4 6YeSTEr1 ExPI4-415kDd eoFued1`f IS sF i,JI-IIc.H 15 WIorZE 'SHAW THE REAiJIREP 3LYe FjcPANa9ID 1 irrl SPECIFICATIONS �ea/, S/29/9G ' ITEM 17304.1011 SUBBASE COURSE, TYPE 1011 ' ITEM 17304.1011 - SUBBASE COURSE, TYPE 1011 10608.0103 - CONCRETE DRIVEWAYS - CLASS F DESCRIPTION - Under this item, the Contractor shall furnish, place and compact subbase CONSTRUCTION DETAILS Description. The work shall Consist of .the construction of 25' Course, Type 1011. The thicknesses and locations el the Subbaconditions Course will portland cement concrete driveways shown on the plans or as 10 10 I6Imo' in r shown on the plane, or as determined by field canditiona end ordered Y P All of the requirements of Subsection 3tl4-3 shell apply. After compaction, specified b the Engineer. EXIST in writing by the Engineer. P Y g G2°�DE �q DOST the cop surface shall not extend more than } inch above nor } inch below - Unless modified b this specification, the work shall be true grade for the course at any location. - — CaRApE y p performed in Materials. Section 608-2 of the standard specifications shall A- accordance. with Section 304 of the Standard Specification. The Contractor apply, except that the Portland cement concrete shall comply ��'O GIJZ5 -J OhIG GJ shall, at his option, furnish and place material conforming to any of the METHOD OF MEASUREMENT with the specifications for Class "F" concrete in section 5Ui-[ SS P� RO.'E CSEE D�7J ' . following: Material A. Material B. Material C or Material D. Only one type PECJr-1CATIUNS of material may be used for this Item on any roadway segment. under "Portland Cement Concrete-General. " Concrete shall beThe quantity shall be the number of cubic q Y yards of material, computed from proportioned in accordance with the aggregate weights specified MATERIALS payment linea shown on the plans or, where changes have been ordered, from �' for Class F" concrete in Table 501-3, Concrete Proportions. payment linea established by the Engineer. General - A . Construction Details. Section 608-3.01 of the standard speci- All material acceptable for this item shall be stockpiled and shall be BASIS OF PAYMENT fications shall apply except the curing period shall be two days sound, hard, durable, and well graded from coarse to tine. Unless otherwisewhen placement is made between June 1 and September 15 and three stated in this specification, material tests and quality central methods The unit price bid for this work shall include the cont of furnishing all days at all other times. i pertaining to the work of this 'section will be performed in conformance with labor, material and equipment necessary to complete the work. The cost of O the procedures contained in the appropriate Departmental publications in adding water shall be included in the price bid unless the items ' for furnishing and applying eater are included in she contract. No direct Method of Measurement. This work shall be measured by the co affect on the advertising date of the project. These publications are number o£ cubic yards of cement concrete computed from a TOP 3 payment will be made for losses of material resultingfrom co P payment available upon request to the Regional Director or the Director, Sail foundation settlement, erosion or any other cause. The coat of suchalosses lines shown on the plans or as ordered by the Engineer. EXIST. PATI. BINDER �- w ) Mechanics Bureau. shall be included in the price bid for this item. No deductions shall be > vi a a a made for the volumes occupied by manholes, catch basins and other such Basis of Payment. The unit price bid per ambit yard shall BASE a m Options objects. include all excavation, preparation of subgrade, wire fabric a = J for reinforcement, and all other materials, equipment, and '^ z MATERIAL A Progress payments will be made after the subbase course has been properly ✓: laced and compacted. Pa labor necessary to complete the work as called for on the r O P p Payment will be made a[ the unit price hid for SUBBASE Material furnished for Material A shall be well graded from toarse to fine seventy-five (75%) percent of the quantity. The balance of the quantity plans or specified by the Engineer. and free from organic or other deletrious material. At lease 95 percent of will be paid for after the final finishing to the required tolerance and Q the material, b ht, shall consist of: just prior to the placing of the next course. Payment at the unit bid price will be made after ,the concrete y wei g driveways and curia application ITEM 1ETAI903 (FULL DEPTH) Y 4 PP have been properly placed. Q 1. Recycled Portland Cement Concrete Aggregate (RPCCA). DETAIL T AIL ,0403.0903 - SAW CUTTING ABPHAI:.T CONCRETE - MEETING EXIST. ASPHALT PAV"Te (05 or 0 ' 2. Recycled Portland Cement Concrete Aggregate mixed with Stone, Sand, DESCRIPTION: (NO RESURFACING) o Gravel or Blast Furnace Slag. 0 This work shall consist of saw cutting existing asphalt concrete pavement Q The requirements stated under General shall apply with the following or sidewalk at the locations indicated on the plans or where directed by > ; modifications: the Engineer. A. The stockpile shall be no larger than the contract quantity plus thirty MATERIALS: WIDTH AS DETERMINED BY REGIONAL PERMIT ENG. Z (30) percent of that quantity. The stockpile shall be no smaller than LU1000 cu. yds. or the contract quantity, whichever is less. LU All equipment proposed for this work shall be approved by the Engineer 12•fAw.CAP I TNF) Q prior to actual use. TOP OF pAUBAET4T OR 8TONt Qj B. A minimum of four Samples will be obtained, as directed the Soils -- TRAFMSLAS OA tome Wr ORATE 3 / 1 aEa PIAN POR LOCATIONS) 0 Engineering Laboratory Supervisor from the Soil Mechanics Bu reau ar hie CONSTRUCTION DETAILS: representatives, in the presence of: 7E!MIN ACCESS .0 Saw cutting shall be along a neat line as indicated on the plans or where __ OPE N_! N G SEE APPROPRIATE DETAIL FOR w/� U 1. The Engineer i¢ Charge, or his representative, and; ordered by the Engineer. Saw cuts shall be made to the depth(s) indicated Lin _ , - - MEETING EXIS F. PAV'T. W 7 2. The soils Engineering Laboratory Supervisor, or his on the plans. V representative, and; 0® ® ® ® ® ®'® ® ®0 I .. 3. The Regional Soils Engineer, or his representative. An damage to material not indicated for removal, cussed b the 1� gC3 ® 0 V � � @0 D C Any g r NI BEE PIAN J 0 8 ® ® C3 ® EE ED ED 100 Contractor's operations shall Bre repaired by the Contractor. All repair FOR WARTS 00 ® ® ® ® ED 63 19 ®8 0 C. The Soils Engineering Laboratory supervisor may reject the pile.stockpile., shall be done in a manner satis'�factory to the Engineer. 012 ® ON 03 ® ® ® ® 9g without sampling, based on an on-site inspection of the stockpile. Igo CH ® Is ® ® ED E3 OR n' 2: METHOD OF MEASUREMENT: 0C3 C9 Cig ® DR ® fD ® 8Q D. Transfer of the stockpile material for use on other projects will not II IN 19 Iii FA 151 611 0 ® ®g I„ P/ FE - 1/4"/FT, (SEE NOTE ') ,t be alloyed. This work shall be measured byr the number of linear feet of saw cutting Se e Siff Man Drro / NCE h ' -'�----> done. No allowances will be made for saw cuts of different depths. EXIST. E. The State reserves the right to modify existing Departmental testing ., SIN GL 93 TOM ORAa1AWFUNGSHOwN I TYPICAL DO ME PATT methods to evaluate the RPCCA. - No saw cutting will be measured for payment under this item which the a NUMBER of RINGS Nm,Mer N. 7•. 5. Contractor may choose to do for his own convenience. �- CLEANS MATERIAL ANDOToae SEE KAN FOR _ This material shall conform to the following gradation: CLEAN SAND AND OIIAVEL �T�•e ' ' Percent - EASIS OF PAYMENT: 1 --�_ d1 Z _____ Panning Sieve ey weight The unit rice bin _ STORM DRAINAGE RING a p per linear fact of saw cutting shall include the cost _ 2 inch 100 of all labor, materials, and equipment necesary to complete the work. TYPICAL ITEM 17304.1 011 (b•')` NO � ITEM 4Ji,i1 (h•') (2 LIFTS) SEE NOFE BELOW r } inch 30-65 Any repairs made necessary b tine Contractor's operations tions shall be done as w J • J w k No. 40 s-4o r r p ITEM 403,11 X21/2") = a ' No. 200 0-10 ordered by the Engineer at no adlditio mel cost to the State. � - ITEM 403,17,11 The Plasticity Index of the material passing the 40 mesh sieve shall not e07�>�/ �Wd /2 ) w _ exceed 5.0 Y ITEM 203.01 _ . gq� {fidd/i caries 10202.99 - PAVEMENT EXCAVATION � - e`sNagneeium Sulfate soundness idea after 4 cycles shall be 20 percent or 2 Descri tion: The Contractor shall remove and dispose of existing pavement asC.0`7a \1 N Tnd tate on the plans or as ordered by the Engineer. , 6 Pifeb vo.,/..ix; I TYPICAL SECTION MATERIAL H Materials: Not specified. PAs/, % - �/- ASPHALT PAVEMENT I'ONSTRUCTION All of [M1ie material shall be sound, hard, durable and consist solely of Stone which is the product of crushing ledge rock'. Construction Details: The Contractor shall remove the pavement in a neat workmanlike manner by any suitable means that does not damage the adjacent n C This material shall conform to the fallowing gradation: pavement or existing underground utilities. Sawing to neat lines will be �,��X9�T✓l /.f�Ci' ASPh a/�45 �iree adze/�i� required before the removal of concrete pavement. This work must conform to 22" � � es. ",.;,A L� f, NOTE; DEPTH TO BE INCREASED Passing Sieve Percent by Weight the details shown on the plans. The removed concrete shall be properly dis- „ 10P ED BY REGIONAL PERMIT ENG. �tiE Of Nf/y -�— 100 posed of by the Contractor, off the right-of-way as approved by the Engineer. �L ToP C / TO d" (3 LIFTS) IN AREAS WITH HIGH TRUCK TRAFFIC �y ' sT io }" 70-100 No. 10 40-75 Method of Measurement: Pavement Excavation shall be measured by the number No. 40 15-40 of square yards of pavement removed and disposed of as shown on the plans or = rf No. 200 5-15 ordered by the Engineer. 7+— d' 17953.1 The Plasticitv Index of the material passing the 40 mesh sieve shall not Basis of Payment: The unit pride bid per square yard for this item shall A S PH AL T PA VE ME N T F'BfD A exceed 5.0. include the cost of furnishing all labor, materials, and equipment necessary CONSTRUCTION The Magnesium sulfate soundness Lose after 4 cycles shall be 20 to remove and dispose of the pavlement, mesh reinforcement, transverse joints, ITEM g y percent or and longitudinal ties except thalt saw cutting will be paid for under the DESCRIPTION lees. appropriate item. roject o: 9519 MATERIAL C Payment shall be the same regardless of whether the entire thickness of pave- I„ I 203,01 UNCLASSIFIED EXCAVATION AND EMBANKMENT Drawn By i_1-7 Material C shall be acquired from natural sources located 1n Richmond, ment is removed or simply the top surface of pavement is removed to provide 17304.1011 SUBBASE COURSE - TYPE 1011 Singe. Queens, Nassau or Suffolk Counties. The material shall enn,ise of a transition for resurfacing. �P, �ti; Checked B 403,11 ASPHALT CONCRETE - TYPE 1 BASE COURSE y N TOP OF PROP !' /J Stone, sada and Gravel or blends of these materials. 6. ? ' 403.13 ASPHALT CONCRETE - TYPE 3 BINDER COURSE Date. to/;,p9 � PAV'T. Y fvi lnq Rauelnent 403.1701 ASPHALT CONCRETE - TYPE 6F TOP COURSE Scale TM1e material shall conform to the following gradation: �. •'I' 22Y2° (HIGH FRICTION) MARSHALL DESIGN "� ~• ' t'�' H- Van65 Passln�, sieve Percent by Weight I 14/- min' NOTES: 2 ' 100 V. 80-100 Sheet Title' }" 50-85 1 . ASPHALT PAVEMENT WIDENINGS WILL ONLY BE PERMITTED PAVEMENT No. 30 30-70 b' Be. 40 15-40 %•o No. 200 6-12DETAIL. ; . ADJACENT TO EXISTING FULL DEPTH ASPHALT PAVEMENT. WHERE DETAILS 1en14D3.1'/D/-/�TDp THE EXISTING PAVEMENT IS CONCRETE, CONCRETE WIDENING The Plasticity Index of the Material passing the 40 mesh sieve shall not CONCRETE CURB /ren? 403./3-7/2"6iWdr MUST BE USED. WHERE THE EXISTING PAVEMENT IS COMPOSITE, exceed 5.0 , TYPE 11&n ¢O3 /1-6h1,9o5e A COMPOSITE WIDENING MUST BE CONSTRUCTED, The Magnesium Sulfate Soundness Lose after 4 cycles shall be 20 percent or `• 110(n /73D4•/D//�f�D ei.E ITEM 10609,2801 2. WHERE THE EXISTING PAVEMENT CROSSISLOPE IS DIFFERENT Sheet No leas. Edge of Ti-auc/Lane HATERIAL D �� i FROM I/A" PER FOOT, THE PROPOSED PAVEMENT SLOPE SHALL _ • THE END OF CURB NOT AliUTTING EXISTING MATCH THE EXISTING PROVIDED THE SLOPE WILL BE 716"/FT. Material D ,hell be acquired from sources other than sanatnds all mee located CURB SHALL BE RAMPED IIOWN TO ZERO HEII;NT MINIMUM AND lig"/FT. MAXIMUM. WHERE A SLOPE WITHIN THIS in Richmond, Ringo, Queens, Nassau or Suffolk Counties and shall meet all of ••i I the requirements of Subsection 304-2. REVEAL IN THE LAST 10 FEET .AT LOCATION'S RANGE CANNOT BE OBTAINED, RESURFACING OF THE EXISTING FACING,.TRAFF,IG.:. ROADWAY TO CORRECT ITS CROSS-SLOPE MAY BE REQUIRED BY sTHE REGIONAL PERMIT ENGINEER, 1 � 36 FEET I 0 QZ ' MAINTENANCE AREA & EQUIPMENT STORAGE fn F- Z W NEW CRUSFjING PAD O LL N Q tD NEW /� 06 O U TRANSFORMER ❑ EXISTING CRUSHING PAD > �, Q Z W �/- Air Conditioning ❑ CompressorIW Q LL ' ' I Go W C t REr,ACVE EkIS�IN4 I.�I.�.STE, �/� +U-•' LINE PROVIDE CLCCA?JOLJT 4 EXISTING OFFICE CASE STORAGE LOADING DOCK W RErJIR.EcT LiNE• TD SZ-r'TLEMEI47' TANIc A-3 PERI SCO"S. SPECS EcISTI c� - - EXIST Tf:E�CH b17PINb' SEPTIC — LMECHANICAI- EXIS G TOIL ROOM EXISTING TANK FERMENTATION ROOM EXIST-iLjCG eAEWITAaL-r SYSTEMOM Lrl!JE PRAM Tol L-° -r et SIW IL TO Fire Wall // \ RE PAIR cONGSLµPSAs REQ . I.JnSTEvJnTER FEXISTING !JEI..I srIu ITTA rBETTL.E- � LINE i.iI 'R7ILLET e� I 'J � , m �T.uJK ETIW� w � .TA r. EXISTING OFFICE z 3 rSPER EXISTING7w .PiTASTING ROOM ± WLL EXISTING00COVEREDWALKWAY 4'MAINTENANCE ARSTORAGE Y M . :0 M - is 36 FEET EXISTING ENTRY/ SALES AREA OF Nfy, #yZ, ST 9 - - -- 7953-1 � _ - EXISTING DECK ARS Pr lett No: _/R EXISTING BUILDING NEW BUILDING Drawn By: Ns Checked By: N5 FIRST FLOOR PLAN FOR DETAILED BUILDING Date: 50/9ro SCALE : 1/8" = 1'- 0" PLAN SEE SHEET 6 Scale: Ag Nc 7-7 c Sheet Title: FIRST FLOOR PLAN Sheet No: / � :_ 4 �GV 7 NF-t..l cUI�o L.A overt exlarwca ROOF s'frLijoTIJr1E WKS Elmo — � O 0 ❑❑ DO D o J EXISTING BUILDING NEW BUILDING o U U SOUTH ELEVATION o J SCALE : 1/8" = 1'- 0" Q Z WW N W 0 O r co U U EXIT —WHITE sl �,�/ / �iSN STf2iP ! _ FONT iYPE 7o _ RF5CToI.ISEjD -- - -- � W- �N C W • n ^ � ^ m NEW BUILDING EXISTING BUILDING NORTH ELEVATION SCALE : 1/8" = 1"- 0" �tf OF NEN, 0 0 MZ 1 z * 17953.1 oject Drawn y: h, r- Checked By: 1,15 Date: IO/ 3o/9ry Sheet Title: I I BUILDING E LEVATIONS I III I I Sheet No: NEW BUILDING I EXISTING BUILDING EXISTING NEW BUILDING r BUILDING WEST ELEVATION EAST ELEVATION FOR DETAILED BUILDING SCALE : 1/8" = 1'- 0" SCALE : 118" = 1•- 0" ELEVATIONS SEE SHEETS 8 & 9 Fw. 15MNU GRrJSH1t.IC� py[7 \� 4 / - NEW coNc R�-TE PIZovII�E NE�J ROOpit'iCC RAMP y1/FsrrmW.l r / I2por BTR.IUcTUW-=- oVElz d FiNIEH oVPl2 EX, Z c2usl-llrlci FAD, .� - W / Cn xln leo rJ.WM, a" Gx15TIINU ROOF 5TRUCTL112E Di G Acic' vd1�H Sto1 sN64Tt••IIN4 1 � j 'V Tr NG sr�al IN9LLynTlOh1 } I TLR14R / 1 1� _— Y , FI i'g Hi:Co bU ATG'M GXIBTIwIq 't ,4, + NYs �n I -lo tf--'1" 14 '•0" 8- II " NTS GH \I 11 \ c % �TnrA 33 el z 0 Z \ I �\U//} - z Q i f / �"- . X r 53,74 33,14 t33 , 7� r _ �'S%: � 14 LVL 33,74{ Z o 1 + ' FIRE IW.�.LL� TYPIGN.L. ExTEIZ1012 bJ�WL.L / / OovER EAv Pc FI 0 s J O N 0" T14K- co�G, BLOCK./ ExT, 51 DlNcl W/ TYVls.lc oN I'RON GOLITr4 Q _ Ft,poF2 TC> {LOOP %2" PI.YWc�o eH�s+-THIS ELEVATION > Q I A \ \ ©IJ 2K6O Ira" C,G, T' F' -i , 2.4TT INsU L.aT1o4 1.J// / Z ' t , %2" TN K. PLYLJD 1Nt. pIN 15N / � � W \ W - ld 1 10 � 5/6" IDLY I-IooiO v u - r U : / •-Ib ToP of WALL 0- Q N 0 u7 Q \ /Z. Fc�. 510r=: W4L� a e R � d ONG 511�G oiJ L�f O } 7 ' .�iAcp�AL 1 o L 1 0 0.o Jj I F Q 1- 0 Pb,w+.cE 3ET (f*J N x ,V 7 N 1 aV \ / TOP O F eoTro" N N M R, R. rl 0 N 7 0 V C4.Or -r� of TRa J- . 0 1 U o ,G, 1- I > 4- ✓`TAIL 7o C-s'`c+a F N I Li $ 8 •r rzIJHS 2n6 RY. h - �,e o.c ir O mlb"o,c'"i I��E.A I I d GA 6E. I'LYrJoop AGGE5s Gc-ITn.1GnJT 0 r.1 w II II JT012s.GE pJATCN A6ovc =R 5702.nC4M + To ATYIG��j +¢ (40 j \ ' N 6E"r kJ EF-Il I O \ !o" TWIICC+7 G,y 9L.A�j O' 9 0 to" T� K ceNc , 5L1 F -rrLUSECg - 0 PT O W/ re• !v'�`�iiva w,W,nA _ _ T W / mx4 �e/o W,LJ,Mp S ti` A ' 6MooTN FINIt-aH LFxrATL FJW.1�cE 1JNIT5 f+WovE IN I I SMooT�l PIN ISH In ~ - PRwivE A•' 24'NRF>rIT 3/p NIL 0 1�1z . 33.'IGE PLY WP, FLR, 4 &, Tl4w- WorJVER-Psv lf1 .ND of (z. Fz, To v, ¢ PiE plwvlos Flizs I&--rem OIYIo bp TrPE nR c�FG T ' 9UPPo 12.T ED �Y Tµ �g AT U 0 1 GoV GR rc IG I 'oF TK1Jss cs °x''cElLll.� llovt LJN ITS .t5 REQ, ; zK(e sTl�ps o I!o"o.c . 1 o 0 9 r I ` �Y G"T'ai- GONG, ' OPE G IBJ/ R" IW' P.V.rT IN�'vL � oPENIWI J "' < 3 N }I d` iJ /�/L LY WD INI; F'^I1`'"r; 9LAB W/ 16 _ lojlo bJ,WM. � 2x10 0 l4"o.c. - 1 Pr 1700 WA FINISH / { � ® PROVI06 / •\ PLYWP, oN To(�oF 0 a M f 2x4 eTrJVS 0 2x10. 0 to Y ¢ � • d l l � pITcH I RI IN"�U L, a '^ N • ' +I \3,59 S3 C. O 3 ' z+ Iz ! \ _ 3,zr.lo 3.zxlo S �SEOf Nay, gi 30 4 t r 3.74 93,7 * '40 52 3o5Z * ay L4/ 0 �hIG, A 2 z 7f 1�9T CLAM('✓ i 6TaIR8 N �11 4 ! c 0 7053-1 ToP a* Bol-To r/ F �njp �� o-o" Nrs A1�REDAk Mcn�L d 74 RI•IL INy C / (2.00F .*raovs oject No 9`SIFI Drawn Lrr I - - m9"ZA" LoA DIN Cq Checked By: )J 8 'I Date: ro/ 30 /46 M ^'4/4n•W,Iw, M, 81zroM FINISH Scale: I 1/q." al'.On _PIT Sheet Title: 1 ENLARGED so,44 , FIRST 7.W. 33, 74 133.74 33.'W � FLOOR PLAN It 140` 0 So WIoTUBE FILL.E19 w/ r.^NG. '5�-6" P�ELoW yRo.�E 1 ZCp • 2 -� _. -.— 23,.-0 iWlT7_ _.._- 1.2- 6" IJTS - 2" 1.IT5 o: I .I I q _ Z.I s ' -- -- Sheet N - 159 ' . O" n7% f , FIRST FLOOR PLAN N - SCALE : 1/4" = 1'- 0" 4 N I I . a Y O po ST 1 I fbsT GLAI�IP 1..�� z — U{2oLIT Sq,fv,aT /� Z I=✓�.a lr \� GRtGE z ■ Z J Q I I I Q o �ui i I � o V ppovipr- IJF-W oJft LA I 9 4 hZC f3.iK Z p_rP - AvI Ipf2oF O PPITIOIJA." STRLe1TLiRG § J I3TR G�7N�.L A3OFp ,QJIREP I 4.�,WA�YEP..�Iz. Z W Fv- 06 �=><I eTltJci _ W � coINCRCTt pI E l2 I�I_.TA I L- ax I6TI NCT 1111 - 4k I ill hoo�Ihlry T 9 I M-0"GroF by -- - -- - _ -BTR — I — o„cr�-c%t�.rlwc. � - - - - - - - - - - - - -1 I 2 LAl(L-gs Thl14- AGN =LKf STING I Flq CSp�L/.dE t=/�GED IDLJIL.OIrNLq ' R• o cgYPO $.A SId�TrIINi .�.P.+Ov G. ,. - - 1 I FI REaToi= , T`rp= "'x" aEE Z • UQ _-- _ -- - I �\ I Io I FILI.- 0 Q . ; � � — - — I 9 12" boa r r to r2zLL 1 - `,r' -. ._ — — _ _ _ I � - - - - - - - - - - - -- - -. - - _- - - - - ___- - - -- - - -- -- - - - -_J mow . w 2 Z2 rL ' I ,look _ _ __ _ � III I - — _ — — — O � GOM PAGTEP OF N47� ♦1 _ L LIP s] lett No: 95 14 Drawn - - - - - - -- - - - - Checked aY: Ns 12"0 BONO Tde F- t — I - 8"TRK- coti1GRETE - - Date: 10130/S(o FILLE(J W/coI.IG.G.I P12oviOE 3R FOIJNGY+`TOr.I qN 24"S4 n12" DEEP cov ER To FT4 (- a4"iJ IOEn 12:. PEEP cowlclzETE FOOTINy F,'RT R'`NIP I 3''p" _ oo NC2ETE F'OOTNq Scale: /8" r&SLOW RAD F. Q -W-G' &&LOIN TTI=Ic✓{L I ' I I 'TYPIc�+L Sheet Title: FOUNDATION I FILL -- - - J - - - - PLAN 3�'- zlI NTS 22'- ZII NITS - - - - - - - - - -- ROOF - PLAN 6"� ,9alloTJ6E FILL TLf;, HI eo1JG, owl 24" WII+E Fcari 1, ! Sheet No: 89 '- 0° NTS ROOF PLAN FOUNDATION PLAN SCALE : 1/$" = 1'- 0"' SCALE : 1/8" = 1'- 0" �.... _ { GtJPOLN 66E cGE PETAL-� 2 I, F if i Q 12 12 Q� �,cg FA 9CIh LO MAV-LsI� Sol cRDWN Ad �.I 12/.PPEb IN ALU MIIV tJM e> FAsc IA ON pAJ,-E ' joRO L/IOE 2 LAY.SRB SOI•-Ip GRUI�JN -FZISZG p,,phRC tiJI2APPB.D IN r•U LIMIN UI,� ' N10LI711JC-t - 5/all TliM- EACI-1 rIb12 . ,tios �/ L F,rcED GMK PSLIM 01-IFFhM^MT�4INy 1 9/4 n t> FRIEZE ., I FIRBa-hoP. TYPE "x' aBC� I - 3b.�.RD f j✓1L'?LL�INCT � � I ' 0 7v , 1 Q1 LITTER IblJ4u- NEIAI Roof aTRPI12E I Z OVER F. 9' ,clf IIJG W / zs12-lz PITCH i 21' `II PRpvIDE t-IE.rI RooF11JCq , y o I I L o. L qJ �' _ - Roo>sINGs. I=v.Tc•F� Ex19T, N� �.ccl,+, �ti, Q � � . -. - EXISTIIJCq FA9cv. � riUT7a✓R En19TINCy. — .. _, - .. 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