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HomeMy WebLinkAbout23804-zFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-25476 Date: 01/12/98 THIS CERTIFIES that the building WINERY Location of Property: 3165 MAIN RD (HOUSE NO.) (STREET) County Tax Map NO. 473889 Section 125 Block 1 Subdivision Filed Map No. Lot No. -- MATT/LAUREL (HAMLET) Lot 2.31 conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 23, 1996 pursuant to which Building Permit No. 23804-Z dated NOVEMBER 13, 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 WINERY BUILDING AS APPLIED FOR & AS TO CONDITIONS OF THE SOUTHOLD TOWN PLANNING BOARD. The certificate is issued to LAUREL LAKE VINEYARD LTD. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-96-005 ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 12/10/97 15394 09/22/97 08/22/97 BERTSAND PLUMB. &HEATING Building Insp~tor Rev. 1/81 FOI~,M NO. 11 TOWH OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL $OUTHOLD, N. Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) N.° 23801 Z ~/~ ~ Dote ............................................. , 19 ..... hereby granted to: , . ~ ~./..~..~...~.~ ..................................... ..... ............................. ..~/.~.~....~. ...... ~.~ ....... ~..m....~.....~~.~..: ..................................... ,, // _~/~-- ~//~./~ J//~ . .... at premises located at .......~ ............ ~,...... ,~..~,(.~.Z..~ ........................................................... County Tox Mop No. 1000 Section ....... ./....~.....~..,.... Block ..... ./.. ............. Lot No./~.:.~...?...~..~.../...~...~...f~'' pursuant ,o application dated ......................~........~.....~....~......., 19....~.~., and approved by the Building Inspector· Fee $...~..~..Z,~,....~ Building I~r Rev. 6/30/80 TOk~ OF $OUTEOLD gUi!DiNG TO~ 765-!502 tPPLiCATi0N FOR C~R~:-C=--~ OF 0CCO~NCY This app!ica~ion must be filled in by typewri:er OR ink and submit:ed ~o the building inspectdr wi~h the following: for new building or new use: !. Final survey of property winh accurate location of all buildings, property lines, streets, and unusual nature! or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval-of electrical installation from Board of Fire Unde.~-ritars. 4. Sworn statement from plumber certifying thzt the solder used ~ system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submi~ Planning Board Approval of cdmpleted site plan requirements~ For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-exis~ing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent ~o inspect signed by the applicant. if a Certificate of Occupancy is denied, the Bu~_lding inspector shall state the reasons therefor in ~rriting to the app!icanc. C. Fees !. Cernificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, ~~itera~ions ~o dwelling $25.00, Sw~ing pool $25.00, Accessory building $25.00, Additions ~o accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-~xistinM BuJ_!dinm - $100.00 3. Copy of Certificate of Occupancy - , .25¢. 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00~ Commercial $15.00 , / ......................... New Construction ........... 01d Or Pr~-~is~g B~i!dia~ ................. Locat_on of P.oper~y ................................ ~ .............................. House No. Street ooo, ..... ......... Subdivision .................................... Filed M~ap ............ Lot ...................... oJ, 13. Pe_~mi~. No...... ......Dat~ 0f P~i~ . . ,.... . licant ................... ~ ' ' // .Un~e ..... e.s Approval... /...*-.-.- ...... mea~n Dept. Approval ......................... ' ' ~--~ ~ Planning Board Approval ........................ Requesn for: Temporary Certlfica~e ........... Final Caruicata .......... . PLANNING BOARD MEMBERS ]~ENNETT ORLOWSKI, JR. Chairman WILLIAM J. CREMERS KENNETH L. EDWAEDS GEORGE RITCPIIE LATHAM, JR. RICHARD G. WARD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-3136 Telephone (516) 765~1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD BLDG. DEPT. flOWN OF $OUTHOLD TO: FROM: RE: Michael Verity, Building Inspector Robert G. Kassner, Site Plan Reviewer Inspection for Certificate of Occupancy (CO)Laurel Lake Vineyards Route 25, Laurel SCTM# 1000-125-1-p/o 2.31 & 2.32 DATE: December 15, 1997 As discussed, the handicapped parking has been installed at the above location. Recommendation is made that a Certificate of Occupancy be issued for this project. cc: Edward Forrester, Director of Code Enforcement PLANNING BOARD MEMBERS BENNETT ORLOWSKI, JR. Chairman WILLIAM J. CREMERS KENNETH L. EDWARDS GEORGE RITCHIE LATHAM, JR. RICHARD G. WARD Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-3136 Telephone (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: FROM: RE: DATE: Gary Fish, Building Inspector Robert G. Kassner, Site Plan Reviewer Inspection for Certificate of Occupancy (CO) Corey Creek Vineyards Route 25, Peeonic SCTM# 1000-75-6-9.6 & 9.7 Laurel Lake Vineyards Route 25, Laurel SCTM# 1000-125-1-p/o 2.31 & 2.32 November 26, 1997 An inspection of the above properties has been made on this date. Corey Creek Vineyards Two Maple trees have not been planted, however I was informed they would attend to this shortly. More important, was the path leading to the steps at the rear of the building. This path and the steps were covered with wood chips and unsafe for foot travel. Laurel Lake Vineyard · The side walk and apron were being installed on the day of the inspection. The handicapped parking space was not paved or compacted material. For the above reasons I cannot recommended that a Certificate of Occupancy be issued. cc: Edward Forrester, Director of Code Enforcement CRAIG SIRACUSA, P,E, ACTING F~EGIONAL DIRECTOR STATE OF NEW YORK DEPARTHENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS IV~EMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788-5518 UOSEPH H. BOARDMAN COMMISSIONER December 2, 1997 Mr. Edward Forrester Town of Southold Building Department P. O. Box 1179 Southold, New York 11971 Re: Permit # 10-96-0341 Laurel Lake Vinyards, North side of Route 25, East of Aldrich La., Laurel Dear Mr. Forrester, We have no objection to the issuance of a Certificate of Occupancy for the Laurel Lake Vinyards, located at the above noted location. Thank you for your continued cooperation. $ Pr~it Engineer Residency 03 Suffolk East 1900 Rte, 58, Riverhead, NY 11901 516 727-1731 FAX 516 727-6645 Town Hall, 53095 Main Road P. O. Box 1179 Soulhold. New York 11972 Fax (518) 765,1B23 Telephon~ (5]6) 765-1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTIFICATION DATE~Ug. USt 22, 1997 Building Owner: Permit No. 23804 (please print) Plumber:Bertsand Plumbing & Heating, Inc. (please print) I contains certify that the sQlder used in the wa'~.er supply less than 2/10 of 1% lead. Sworn to before me this 22nd day o~ ...... ~.~ .......... --J_ 1997 Hetary Public, EILE~N M. ROACHE Notary Publlo, State o~ New York No. 4826942 Qualified in Suffolk County .,~ Commission Expires January 31. ~ 9.~' . . County ELECTRICAL INSPECTIONSERV]CE INC., · $ 75 D UNTON A FENUE F~dsT PA TCHOGUE, NEW YORK 11772' (5!6) 286-6642 , DATE: 9/22/97 APPLICATION-No2 ON FILE VILMGE: Laurel YOWN: $Outho!d ~ ADDRESS: ~vlain lqo,~rt / t?out~ 25 i31~RODUOED BY: Corooran'Eleetrte lnc. ': ~¢ Z¢o: $967-E was ~camincd t 9-22-97 , 'd~dfOUhd to ~ m.comphanc~ &lth the Naeonal Electrioal Code LOCATION: Base.. 1st 2~d Srd Attic SWITCHES RECF. PTACLE~ FIXTURES HF~TF.R~ FANg G.~EL AIR. COND. 55 76 114 ' 5 exhauStS 4 DISHW/dgHER' DRYER CLOTHES WA~IH, , ~ DISP. RANGE OVEN SMOKE DETECTOR FURNACE OIL GA8 , CIR. · 1 600UG EQUIPMEA~ Comm.~, ~ a/c - lOOamp a/c L 30amp ~/c exit pJ~E$IDENT ~UILD1NGPERM1TNo. This 6~r~ca~ mt~l n°t bo al~ ~/any mara~r BLUE ORIGINAL YELLOW coPY pINK COPY 0Fi*ICE Insp~ox~ may be tdenlifi~d by thor ~[~ie~fia]s F¢)IIt~I)^T i (iN ( IIf;III.A'I'I(H! PEI~ N. ¥, SEALED WOOD TRUSS DESIGNS ~OF LAUREL LAKE VINEYARDS prepared for: SINGLE TREE BUILDERS prepared by; NASSAU SUFFOLK LUMBER & SUPPLY CORP. TRUSS DIVISION 517 LONG ISLAND AVENUE, MEDFORD NY 11763 Attn; Robert Thompson (516) 289-6900 FAX 289-6907 EXECUTIVE OFFICES LOCATED AT 2000 OCEAN A VE., RONKONKOMA, NY 11779-6534 PURCHASERISADVISED TO OBTAINAND FOLLOW TPI-HIB91 BRACINGAND ERECTION RECOMMENDATIONS AND TO DISTRIBUTE TPI-HIBgl TO ALL PARTIES INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. TRUSS SHOP DRAWINGS WILL BE THE SOLE SOURCE FOR TRUSS FABRICATION, PURCHASER MUST SIGN FOR APPROVAL TO FABRICA TEAS PER NASSAU SUFFOLK L UMBER TRUSS SHOP DRAWINGS. GENERAL ROOF TRUSS DATA SITEET THESE NOTES ARE IN ADDITION TO THE NOTES THAT APPEAR ON EACH OF THE INDIVIDUAL TRUSS DRAWINGS. FURNISH A COPY OF THIS SITEET TO THE ERECTION CONTRACTOR. The following trusses wore designed/reviewed by MiTek Industries, Inc. based on information provided by specified truss fab£icmtor. Ail information on the truss drawings should be reviewed by the overall building d~lgner/engineer to insure proper building codes and project requirements have been complied with before fabrication. Design is based substantially on TPI and NDS standards in effect on the dated specified on the drawing. Erection, Handling, Safety Precautions, Temporary or Fermanent Bracing of trusses are not the responsibility of the Truss Designer, Metal Connector Plate Manufacturer or th~ Truss Manufacturer and ther~for~ are not a part of these engineered drawings. Trusses are desigDed as individual components. All lateral bracing specified on these truss drawings is intended to provlde lateral restraint for individual truss men%bern only. The design, amount and proper installation of additional permanent bracing is the s01e responsibility of the designer of the complete structure. Adequate temporary bracing is the sole responsibility of the truss erector. Competent professional advice should always be obtained relative to truss bracing, erection requirements and connections. See BIB-91. The top chord ~hall be laterally supported with properly attached sheathing, unless noted otherwise. The bottom chord shall be laterally supported with properly attached continuous lateral bracing at 10'-0" maximum iutervais~ unless noted otherwise. ~ Denotes location of continuous lateral bracing designed By others. Provisions for adequate drainage should be met on all trusses with any top chords slopes less than a 1/12. All connector plates are 20-ga. M20 plates applied on both fac~s, centered and oriented so that the secood plate dimension is parallel to the trus~ chord~ Bnless noted otherwise. All connector plates must be manufactured by MiTek Industries, Inc. or i~s auxiliaries: Gang-Nail, Hydro-Air, or Panel Clip Con0ector Plate Code Approvals: BOCA 86-93, 85-35,91-28; HUD/FHA TCB 17.08; ICBO 1591, 1329, 4922; S8OCI 87206,86Zi7,9190; WISC/DILHB 870040-N, 93gO13-N, 910g8g-N. The drilling of holes, notching, cutting or removing any cross sectional area of any truss men, er, unless noted otherwise, will VOID the drawing. The effect of lateral thrust {force) and horizontal movement on the supports of scissors type trusses is not a cons[deratio~ of this design. The designer and/or builder of the structure must give due consideration to the lateral thrust and horizontal movement created by scissors trusses in the design ~ad construction cf adequate truss supports. Neither the truss designer, metal pla~e manufacturer nor the truss fabricator assumes any responsibility for the design and ¢onstructioD of th~ truss supports. Professional advice should be obtained relative the streng~h~ constructlon and design of the truss supports. Truss to bearing connection to be designed by others. Trusses should be inspected prior to and after erection to insure their structural integrity. Trusses should be inspected for plate embedment, damage to the lumber {cracks, breaks, crushing, etc.), bow, variation from plumb etc.. For a full list of guidelines see HIS-91 ~nd QBT-86. Ail gable type Inch-structural) trusses are to have all vertical studs exceeding 8'-0" in height L-braced to provide lateral restraint. In addition~ ali these type trusses are not designed for wind exposure to fh~ gable face, unless noted otherwise. Trusses requiring the usage of a cap (piggyback) truss are to be field spliced together where the base truss meets the cap truss with lx4x4$"~2 scabs on one face only and fastened with nails e~ch half, unless ~oted otherwise on the individual truss drawing. There i~ a minimum of two scabs required for each truss-cap combination./~,'. t) ~¢~/~F MiTek Industries, Inc. Job Truss LAUREL L100 5.3T s Feb 14 1997 MiTek Industries, Inc. Fd Apr 18 08:47.25 1997 Page 1 5X6 II 2X4 Il 5X6 fi 3 4 5 4x? ~ Ptate O~fsets (X,Y); 9:0-0-0,0~3-12] LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (loc) ffdefl PLATBS GRIP TCLL 30.0 Pla~eslncrease 1.15 TC 0.48 Vert(LL) 0 32 4 999 M20(20ga) 197/190 TCDL 10.0 Lumberlncrease 1~15 BC 0.71 Vert(TL) 0.53 4 814 BOLL 0.0 Rep Stresslncr YES WB 0.75 Horz(TL) 0.52 7 n/a BCDL 10.0 Code TPI Min Length / LL deft = 240 Weight: 235 (lbs) LUMBER TOP CHORD 2 X 6 SYP No.2 BeT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SPF Stud *Except* 3-9 2 X 4 SYP No.2, 5-9 2 X 4 SYP No.2 TOP CHORD She~theder2-9-3o~centerpurlinspac[ng, 7~8.8-2-12 on center bracing, REACTIONS (lbs/size) 1=1922/0-5-8, 7=1802/0-5-8 Max Horz 1=9ID(load case 3) Max Upli/t 1=-776(Ioad case 4), 7=-703(ioad case 4) FORCES TOP CHORD 1-2=-4357,2-3=-3929,3-4=-4841,4-5=~4841,5-6='3929,6-7=~4357 BeT CHORD 7-8=3637,8-9=3028,9-10=3028,1'10=3637 WEBS 2-10=-317,3-10=837,3-9=2402,4-9=-348,5-9=2402,5-8=637,6'8=-317 NOTES 1) This truss has been designed for the wind loads generated by 00.0 rn p.h. winds at 25.0 feet above ground tevel, using 7,0 p.s f, top chord dead load and 5.0 p,s.f bottom chord dead load, 0.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45,0 by 24 0 w~th exposure D (ASCE 7-93). Lumber Increase = 1,33, Plate Increase = 1.33. Both end verticals are exposed 23}-~ 'h~sVifdr ~ sasd~ aqsU abteeednr ~iens~ ~; t,~d P~;~/eAnNt ~¢lla t f To; I Pl°-~ d9i;5g criteria - Job Truss LAUREL Nassau Suffolk Lumber Truss Type ~GGYBACK SCISSOR Y288660 3,3T s Feb 14 1997 MiTek industries, Inc. Fri Apr 18 05:47.37 1997 Pa~- 5x8 II 2x4 II 5x6 it 5 6 7 7x10~ CAUTION: Do not erect truss backwards P[ate Offsets (X,Y): [1;0-4-0,0-0-7], [5:0-2-4,-0-5-4J, [11:O-0-O,0-3-12] LOADING (psf) TCLL 30.0 TCDL 10.0 BCLL 0,0 BCDL 10.0 LUMBER TOPCHORD BOTCHORD WEBS REACTIONS FORCES TOPCHORD BOTCHORD WEBS NOTES 8PACING 2-0-0 Plates Increase 1.15 Lumber increase 1.15 Rep Stress tncr NO Code TP[ T CSI ) DEFL ((n) (IBC) I/deft TC 0.55 t Ved(LL) 0.92 12;11 999 8C 0.88 Yert(TL) 0.53 12/11 811 0.90 Horz(TL) 0.53 9 n/a (M~trix) Mln Length / LL deft = 240 2 X 6 8YP No.2 *Except' 1-9 g X 6 SYP DSS 2 X S-SYP No.2 2 X 4 SPF Stud *Except* 11-7 2 X 4 SYP No.2, 12-4 2 X 6 SYP No.2 (lbs/size) t=4994/0-5-8, 9=2826/0-5-8 Max Ho[z /=919(load case 3) Max Uplift 1=-2615(Ioad case 4), 9~-1137([oad c~se 4) PLATES GRIP M20(20ga) 1971190 Weight' 242 TOP CHORD Sheathed BOTCHORD Rigidce~lingdirectlyappiied, orlO-OO~OOoncenterb[acing, Except. 9-10=5821,10-11=5224,11-12=6927,%12=9997 LOAD CASE(S) 1) Lu~mber Increase=~.l 5, Plate Increase=l.15 Concentrated Loads (lbs) 1 ) 2-ply truss to be connected together with 1 Od nails as follows: Top chords connected with 1 iow(s) at 10 inches on center. Bottom chords connected with 1 row(s) at 6 [nche-~ on center. Webs connected with 1 row at 6 inches on center. 2) This truss has been designed for the wind toads generated by 90.0 m,F.h winds at 25.0 feet above ground level, using 7.O p.s.f, top chord dead Ioad and 5.0 p.s fbo~om chord dead load, 0.0 mi[es from hurricane oceen~ne, on a cate9o~ I enclosed building, of dimensions 45,0 5y 24.0 with exposure D (ASCE 7-93) Lumber Increase = 1.33, Pb[e ~ncrease = 1.33, Both end ve~cais are exposed 3} Except as show~ below, specia~ connectmn(s) required to supp~K concentrated [~ad(s) Design of connection(s) is delegated t~ the build{n~ designe~. 4) Provide adequate drainage to prevent water ponding, ~) ~his tru~s has been designe~ with ANSf~P, 1.1995 cdtena __.~~ LAUREL L101A Na5sau Suffolk Lumbe~ ITruss Type HIP Qty P~y I 2 Y288681 3.3T s Feb 14 1997 MfTek Industries. Inc F~iApr 18 08:47;47 1997 Page 1 5-7-4 { 10-7-8 I 13-2-8 I 18-3-0 I 23-3-8 [ 29-7-4 I 38-6-0 ~38¢3-04 5-7-4 5.0-4 2-7-0 5-0-8 5-0-8 6-3-12 6d0-12 1-8-0 5 6 14 ~3 ~2 7x8~ 4x4 % 2x4 Il 7x8 = 4x8 -- 5x8 -- 4x8 -- 2x4 H 4x5 = CAUTION: Do not erect truss backwards 10-7-5 i 13'2'8-4 23-3-8 3 29-7-4 ! 36-6-0 10-7-8 2-7-0 10-1-0 6-3-12 6-10.12 Plate Offsets (X,Y). [1:0-0-0,0-0-0], [2:0-1-4,0-2-0), [4'0-0-8,0-2-0], [5:0-0-0,0-2-12]. [7'0-0-0,0-2-12], [8,0-1-4,0-2-0], [14:0-0-0,0-5-0] LOADING (psf) SPACING 2-0-0 TOLL 30.0 Plates Increase 1.15 TCDL 10,0 Lumber Increase 1.15 BOLL 0.0 Rep Stress Incr NO BCDL 10.0 Code TPI CS1 TC 0 45 BC 0.50 WB 0.65 (Matrix) DEFL On) (Icc) I/dell Vert(LL) 0.10 15/14 999 Vert(TL) 0.16 15/14 999 Horz(TL) 0 06 9 n/a Min Length / LL deft = 240 PLATES GRIP Mg0(20ga) 197/190 Weight: 289 (lbs) LUMBER TOP CHORD 2 X 6 SYP No.2 BDT CHORD 2 X 6 SYP No.2 WEftS 2 X 4 SPF Stud *Except' 14-4 2 X 6 SYP No 2 BP~CING TOP CHORD Sheathed BDT CHORD Rigid calling directly applied, or 10-00-00 on center bracing, REACTIONS (lbs/size) 1=4994/0-5-8,9=274670-5-8 Max Horz 1=-937(Ioad case 2) Max Uplift 1=-2615(Ioad case 4), 9=-1274(Ioad case 4) FORCES TOP CHORD 1-2=-6657, 2-3=-5452.3.4=-5056, 4-5=-4320, 5-0=-3418, 6-7=-2575, 7-6=-3259, 8-9=-3760 BDT CHORD 9-10:2980, 10-11=2980, 11-12=3102, 12-13=3102, 13-14=4272.14-15=5277, 1-15=5277 WEBS 2-15=126, 2-14=-1321,4-14=2632, 4-13=-2802, 5-13=2349, 6-13=699, 6-11=-1175, 7-11=1558, 8-11=-527, 8-10=113 NOTES 1) 2-ply truss to be connected together with 10d nails as fo/lows' Top chords connected with 1 row(s) at 10 inches on center Bottom chords connected with 1 row(s) at 6 inche-< on center. Webs connected with 1 row at 6 inches on center. 2) This t~uss has been designed for the wind loads generated by 90.0 m p,h. winds at 25.0 feet above ground lever, using 7,0 p s f top chord dead Icad p.s.f and 5 0 bottom chord dead Icad, 0.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45 0 by 24.0 with exposure D (ASCE 7-93) Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 3} Except as shown below, special connection(s) required to suppor~ concentrated Icad(s). Design of connection(s) is detegated to the buiMing designer. 4) Provide adequate drainage to prevent water pond~ng 5) This truss has been desi9ned w~th ANSlfTPI 1-1995 criteria. LOAD CASE[S) 1) Lumber Increase=1.15, Plate Increase=1,15 Uniform Loads (lbs per fi) Concentrated Loads (lbs) Vert.1=-120.0, 9=-120,0, 14=-1900,0 Job lTr~ss Truss Type Oty Ply LAUREL L102 HiP 2 I Y28866: 3.3T s Feb 14 1997 Mitek Induslries, Inc, Frl Apr 18 08:47,52 1997 Page 1 4×6 = 4×6: 2 3 9.00 1~ I 5 4 4x5 = 4x6 = 4x5 -- 36,6-0 36-6-0 Plate Offsets (XiY): [2:0-0-0,0-6-4], [3:0-0~0,0-6-4) LOADING (psf) SPACING 2-0-0 TOLL 30.0 Plates Increase 1 i5 TCDL 10.0 Lumber tncrease 1.15 BOLL 0.0 Rep Stress Incr YES BCDL 10.0 Code TPI TC 0 00 BC 0.00 WB 0.00 (Matrix) DEFL (in) (loc) I/deft Vert(LL) 0,00 / Yer~(TL) 0,00 / Horz(TL) 0.00 n/a Min Length / LL deft = 240 PLATES GRIP M20(20ga) 249/190 Weight. 310 (lbs) LUMBER TOP CHORD 2 X6 SYP No,2 BDT CHORD 2 X 6 SYP No.2 OTHERS 2 X 4 SPF Stud BRACING TOP CHORE) Shea(hed BDT CHORD Rigid ceihng directly apphed, or 1-5:6-0-0. 4-76-0-0 on center bracing FORCES NOTES 1) Provide adequate drainage to prevent water pondlng, 2) Gable requires continuous bottom chord bearing 3) Gable studs spaced at 24 inches on center. 4) Gable studs exceeding 72 inches length to be laterally braced at midpoint. For studs exposed to wind, see Mitek "Standard Gable End Detait". 5) Studs to be fastened with 1.5x4 M20 plates. 6) This truss has been designed with ANSI/TPI 1-1995 crdeda. LOAD CASE(S) Standard Job Truss Truss Type LALIR~-L LIOS f~IGGYBAO'K BO~SSO'R Nasseu Suffolk Lumber Qty Ply Y288665 3.3T $ Feb 14 1997 MiTek Industrms, Inc. Fri Apr 18 08:48:02 1997 Page 1 I 2-8-8 I 7-9-0 I 12-9-8 I 18-11-12 I 26-0-0 j 9,00 1~ 2-8-8 5-0-8 5-0-8 6-2-4 7-0~4 5x6 II 2x4 II 5x6 II 4 5 6 4x4 ~ ~ ~ 8 3x6 ~ [ 7-90 I 18-4-10 ,' 26-0-0 4 Plate Offsets (X,'0: [3:0-0-0.0-3-121, [10:0-0-0,0-3-12] LOADING(psf) SPACING 2-0-0 CSl DEFL (in) (Icc) I/deft PLATES GRIP TOLL 30.0 PJateslncrease 1.15 TC 0.67 Vert(LL) 0.12 10/9 999 M20(20ga) 197/190 TCDL 10,0 Lumberlncrease 1.15 BC 0,51 Vert(TL) 0.21 10/9 999 BOLL 0 0 Rep Stresslncr YES WB 0.85 Horz(TL) 0,17 8 n/a BCDL 10.0 Code TPI (Matrix) Mm Length / LL deft = 240 Weight: 174 (lbs) LUMBER TOP CHORD 2'X 6 SYP No,2 DOT CHORD 2 X 6 SYP No.g WEBS 2 X 4 SPF Stud *Except* OTHERS 1-3 2 X 4 SYP SS 2X4SPFStud REACTIONS (lbs/size) 2=1275/0-3-8,8=1270/0-5-8 Max Horz 2=-679(Ioad case 2) Max Uplift 2=-472(Io~d case 4), 8=-538(Ioad case 4) BRACING TOP CHORD Sheathed or 3-6-3 on center purlin spacing, except end verticals. DOT CHORD Rigid ceding direcgy apphed, or 1-10'6-3-0, 9-10'6-3-0, 8-9:6-3-0 on center bracing WEBS 1 Row at midpt 1-4 FORCES TOP CHORD 1-2=1164, 2-3=-110, 3-4=-23, 4-5=-2031,5-6=-2031,6-7=-2438, 7-8=-2912 DOT CHORD 6-9=2462. 9-10=1626, 1-10--930 WEBS 1-4=-1364, 4-10=1839, 5-10=-443, 6-10=603, 6-9=834, 7-9=-446 NOTES I 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 Icad and 5.0 p,s.f bottom chord dead Icad, 0.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45 0 by 24.0 with exposure D (ASCE 7-93). Lumber ncrease = 1,33, Plate Increase = 1.33. The right end vedical is exposed and the left end vertical is not exposed, 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(E) Standard Job 1 Truss LAUREL LIO3A Nassau Suffolk Lumber Truss TyF~ HIP Qb/ Ply Y288664 3.3T s Feb 14 1997 MiTek Industries, Inc, Fn Apr 18 08:48.14 1997 Page 9.001~ 2-8.8 5-0-8 5-0.8 6-3-12 6-10-12 1-6-0 5x5 = 3x4 = 5x5 = 4 5 6 11 10 9 8 2x4 Ii 3x8 = 5x8 = 3x8 = 2x4 II 3x5 = r 2.10,4 i 12.7.12 i 19-1.4 I 26.0.0 l 2-10,4 9.9.8 6-5.8 6-10-12 Plate Offsets (X,Y): 3:0-2-8,0-3-13j, [4:0-0-0,0-2-12j, [6:0-0-0,0-2-12], [7:0-1-4,0-I-8] LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (Icc) i/deft PLATES GRiP 'CLL 30.0 Plateslncrease 1,15 TC 0.63 Vert(LL) 0.06 10/9 999 M20(20ga) 197/190 7CDL 10.0 Lumber Incresse 1,15 BC 0,28 Vert(TL) 0,0911/10 999 lOLL 0.0 Rep Stresslncr YES WB 0.98 HoFz(TL) 0.36 8 n/a BCDL 10.0 Code TPI (Matrix) Min Length / LL deft = 240 Weight: 222 (lbs) LUMBER TOP CHORD 2 X 6 SYP No.2 ]CT CHORD 2 X 6 SYP No,2 WEBS 2 X 4 SPF Stud *Except* 1-3 2 X 6 SYP DSS OTHERS 2 X 4 SPF Stud REAOTIONS (lbs/size) 261396/0-3-8, 8=1388/0-5-8 Max Ho~z 2=-745(Ioad case 2) Max Upliff 26-502(Ioad case 4), 8=-582(Ioad case 4) FORCES TOP CHORD 1-2=-35, 2-3=-1430, 3-4=-347, 4-5=-276, 5-6=-815, 6-7=-1089, 7-8=-1577 lOT CHORD 8-9=1268, 9-10=1268, 10-11=699, 1%12=669, 1-12=-21 WEBS 3-12=1046, 4-12=-44, 5-12=-875, 5-10=328, 6-10=265, 7-10=-588, 7-9=119 NOTES TOP CHORD Sheathed or 4-10-0 on center' purlin spacing, except end verticals. BOT CHORD Rigid ceihng d~rectly apphed, or 1-12.6-3-0, 11-12:6-3-0, 10-11.6-3-0, 9-10:6-3-0, 8-9:6-3-0 on center bracing 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 Icad and 5.0 p,s.f bottom chord dead Icad, 0.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45,0 by 24 0 with exposure D (ASCE 7-93), Lumber Increase = 1,33, plate Increase = 1.33. The right end vertical is exposed and the left end vertical is not exposed 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed w~th ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard LAUREL L104 Nassau Su~olk Lumber T[uss Type ROOF TRUSS Q~ Ply Y288985 3.3T s Feb 14 1997 MiTek Industries, Inc. Fd Apr 18 08:48:19 1997 Page 1 , I .1.0.0 I 8.3.13 j 15.5-$ ~ 3x4 = 3x4 = LOADING (psi) TCLL 30.0 TCDL 10.0 BCLL 0.O BCDL 10.0 SPACING 2-0-0 Plates Increase 1,15 Lumber Increase 1.15 Rep Stress Incr YES Code TPI CSl TC 0.88 BC 0;51 WB 0.69 DEFL (in) (Icc) E/deft Vert(LL) 0,10 5/4 999 Vert(TL) 0.16 1/5 999 Horz(TL) 0.03 4 nla Min Length / LL deft = 240 PLATES GRIP M20(20ga) 197/190 Weight. 63 (lbs) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SPF Stud REACTIONS (lbs/size) 1=834/0-5-8, 4¢754/0-5-8 Max Horz 1=328(Ioad case 2) Max Uplift 1=-419(Ioad case 2), 4=-438(Ioad case 2) FORCES TOP CHORD 1-2=-1290, 2-3~--0, 3-4=-280 BOT CHORD 4-5=1241, 1-5= 1241 WEBS 2-5=151.2-4=-/306 BRACING TOP CHORD Sheathed or 2-9~6 on center purlin spacing, except end verticals, BOT CHORD Rigid ceiling directly apphed, or 1-5:6-3-0, 4-5,6-3-0 on center bracing, WEBS 1 Row at midpt 2-4 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 Icad and 5 0 p.s f bottom chord dead Icad, 0.0 miles from hurricane oceanline, on a category I enclosed building, of d~mensions 45.0 by 24.0 with exposure D (ASCE 7-93) Lumber Increase = 1.33, Plate Increase ~ 1,33. The left end vertical is exposed and the right end vertical is not exposed. 2~oTAh ids tcr~ SsSEi; i bsi~dd, i~ig n ed with ANSIFFPI 1-1995 criteria,t~.~ Job Truss LAUREL L105 Truss Type ROOFTRUSS Nassau Suffolk Lumber Qty Ply Y288666 3.3T s Feb 14 1997 M~Tek t~dustries, Ir~c. Fr~ Agr 16 08:48;~7.1997 1-0-0 15-0.0 1 3X4 = 1.5X4 II LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRiP TCDL 10.0 Lumber Increase 1.15 BC 0.00 Vert(TL) 0.00 / BCLL 0.0 Rep Stresslncr yES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code TPI Min Length / LL deft = 240 Weight; 87 (Ihs) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No,2 WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud 13RACING TOP CHORD Sheathed BOT CHORD Rigid ceiling directly applied, or 1-3,6-0-0 on center bracing, FORCES NOTES 1) Gable requires continuous bottom chord bearing. 2) Gable studs spaced at 24 inches on center. 3) Gable studs exceeding 72 inches length to be laterally braced at midpoint. For studs exposed to wind, see MiTek "Standard Gable End Detail". 4) Studs to be fastened with 1.5x4 M20 plates. 5) This truss has been designed with ANSIFCPI 1-1995 criteria. LOAD CASE{S) Standard Job Truss Truss Type Ply LAUREL L106 HIP 1 Y28886 Nassau Suffotk Lumber 3 3T s Feb 14 1997 MiTek Industries, Inc. Fri Apr 18 08:48;28 1997 Page 1- 1-0.0 14-0-9 16-10-14 14-0-9 1-0-0 45.0.0 Plate Offsets (X,Y)' [1.0-0-0,0-2-11], [9 0-2-8,0-2-11] LOADING (psfl I TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 19.0 SPACING Plates Increase 1.15 Lumber Increase '[.15 Rep Stress Incr YES Code TPJ CS1 J DEFL (in) (Icc) I/deft TC 0,00 i Vert(LL) 0,00 / BC 0.00 Vent(TL) 0.00 / .... WE 0.00 Horz(TL) 0 00 n/a (Matrix) Mtn Length / LL deft = 240 LUNIBER TOP CHORD 2 X 6 SYP No.2 BDT CHORD 2 X 6 SYP No 2 OTHERS 2 X 4 SYP No.2 'Except' WGL 2 X 4 SPF Stud, WGR 2 X 4 SPF Stud WEDGE Left' 2 X 4, Right: 2 X 4 FORCES PLATES GRiP M20(2003) 249/190 Weight: 481 (ihs) BRACING TOP CHORD Sheathed 7-8 5-0-1,9-7:5-7-7 on center bracing NOTES 1) provide adequate drainage to prevent water ponding. 2) Gable requires continuous bottom chord bearing. 3) Gable studs spaced at 24 inches on center. 4) Gable studs exceeding 75 Inches [ength to b~ {atsr~l¥ braced at midpoint, FoF studs exposed to wind, see MiTek "Standard Gable End Detail". $) Studs to be fastened with 1.5x4 M20 plates. Job Truss LAUREL L107 Truss Type HIP NassauSu~lkLumber -~-O-p 7-1.9 j 14.0,9 ~ 22-8-0 I 1.0-0 7-1-9 6-11-0 8-5.7 Y288668 3.3T s Feb 14 1997 MiTek Industries, Inc. Fri Apr 18 08;48:38 1997 Page I , + 37-10-7 r 45-0-0 __ 4~,-0~° = 8oo~ ~ 7x8= 2x4Jl 4x4= 4)6= t 7-1-9 j 14-2-5 ~.__ 22-6-0 j 30-9-11 j 37-10-7 F 45-0-0 j 7-1-9 7-0-12 8-3-11 8-3-11 7-0-12 7-1-9 Plate Offsets (X,Y): :0-0-0,0-0-8], [2:0-1-4,0-2-0], [3:0-2-4,0-2~12], [5.0-2-4,0-2-12], [6:0-1-4,0-2-0], [7,0-2-8,0-0-8] LOADING (psf) SPACING 2-0-0 CSJ DEFL (m) (loc) i/deft PLATES GRIP TCLL 30.0 Plateslncrease 1.15 TC 0.74 Vert(LL) 0,t3 10/9 999 M20(20ga) 249/190 TODL 10,0 Lumber Increase 1,15 BC 0.50 Vert(TL) 022 10/9 999 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0,10 7 n/a BCDL 'lO.O Code TPI Min Length / LL deft = 240 Weight: 353 (lbs) LUMBER TOP CHORD 2 X 6 SYP No.2 BDT CHORD 2 X 8 SYP No.2 WEBS 2 X 4 SYP No.2 OTHERS 2 X 4 SPF Stud WEDGE Lefo 2 X 4, Right. 2 X 4 [EACTIONS 'ORCES TOPCHORD (lbs/size) 1=2307/0-5~8, 7=2307/0-5-8 Max Horz 1=-447(Ioad case 2) Max Uplift 1=-917(Ioad case 4), 7=-917(Iosd case 4) TOPCHORD Shecthed or 2-10-1 o~centerpudmspacm9 11-12:6-3-0, 10-11:6-3-0, 9-10:6-3-0, 8-9:6~3-0, 7-8:6-3-0 on center bracing. WEDS l Row at midpt 13-3, 9-9, 2-13, 11-4, 9-5 2 Rows at I/3 pts 11-5, 3-11 1-2=~3159, 2-3=-2620, 3-4=-2537, 4-5=-2537, 5-6=-2620, 6-7=-3159 BDT CHORD 7-8=2537, 8-9=2537, 9-10=2176, 10-11=2176, 11-12=2176, 12-13=2176, 13-14=2537, 1-14=2537 WEDS 2-14=138, 2-13=-449, 3-13=421,3-11=550, 4-11 =-962, 5-1 I=550, 5-9=421,6-9=-449, 6-8=138 NOTES 1)Thi. t,uss has bee. d.sig edlorthew,.d,o.dsgen r ,ed byg00 .p.b i d.t 5.0,e .bovegro. d,e .,..s,ng..0.1, top chord desd [o~d and 5.0 p.s.f ~om chord dead ~oad, 0.0 miles from hurricane oce~nline, on a catego~ I enclosed o~dimensons450~y24.0withexposureD(ASCE7-93). Lumberlncrease= 1.33, Platelncresse= 33 Rohendve~cas are exposed. 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed with ANSIffPI 1-1995 criteria. '/I MONO HIP 20 Job Truss Truss Type Q~ Ply LAUREL L108 1 Nassau Su~olk Lumber Y288689 3,3T s Feb 14 1997 Mitek Industries, lac, Fd Apr 18 08:48'50 1997 Page 1 .t .0.,0 7.1-8 -i 1~ 0-9 ~} 24~4-15 I 24.7-10 ! 45-0-0 1-0-0 7-1-8 6-11.1 10-4.6 10-2-10 10.4.8 5x8 _- 4 5 6 I 7-1.6 : 14.2.5 I24.4.15 34.7-10 ~ 45.0-0 7.1.8 7.0.13 10.2,10 10-2-10 10.4.8 Pla~e offsets (XiY): [1:0.0-0.0-0-8], {2:0.1-4,0-2-0j, [3'0-2-4,0-2-12], [9:0,1-8,0-2-0] LOADING (psf) SPACING ~-0-0 CE1 DEFL (~n) (lac) I/d~ft PLATES GRiP TCLL 30.0 Pla~es Increase 1.15 TC 098 Vert(LL) 0,17 12/11 999 M20(20ga) 197/1g0 TCDL t0.0 Lumber Increase 1.15 BC 0.62 Vert(TL) 0 28 12/11 999 BCLL 0,0 Rep Stresslncr YES W8 0,85 ha~z(Tt) O.OS 8 n/a ECDL 10.0 Code TPI ] Mia Length / LL deli: 240 Weight 315 (lbs) LUMBER TOP CHORD 2 X 5 SYP No,2 'Except' 3-5 2 X 6 SYP DSS BOT CHORD 2 X 6 SYP No 2 WEBS 2 X 4 SPF Stud 'F:xcept' 7-9 2 X 4 SYP OTHERS 2 X 4 SPF Stud WEDGE Left, 2 X 4 REACTIONS (lbs/size) 1=2311/0-5-8, 8=2231/0-5-8 Ms:(Horz 1=657(I0ad case 3) Ma×Uplift i=-852(Ioad case 3), 8=-937(Ioad case 3) TOP CHORD Sheathed or 2-7-7 on center pudin spaclng, except end verticals. SOT CHORD R~gld ceding d~rec(ly apphed, or 10-00-00 on center bracing Except: WEBS 1 Row at m~dpl 13.3, 2-13, 11-4, 9-6 FORCES TOPCHORD BOTCHORD WEBS 1-2=-3164, 2-3=-2626, 3-4=-2527, 4-5=-1797, 5-6=-1797, 6-7=-1797, 7-8=-2129 8-9=0, 9-10=2527, 10-11=2527, 11-12=2181, 12-13=2181, 13-14=2541, 1-14=2541 2-14=138, 2-13=-447, 3-13=439, 3-11=475, 4-11=-120, 4-9=-1010, 6-9=-818, 7-9=2488 NOTES 1) This truss has been designed for the wind loads genera[ed by 90.0 m p h winds at 25,0 feet above ground level, using 7 0 p s 1 top chord dead load and 5,0 p.s.f boftom chord dead load, 0.0 miles from hurricane oceanlme, on a catagopj I enclosed building, o1 dimensions 45 0 by 24.0 with exposure D (ASCE 7-93) Lumber Increase = 1,33, Plate Increase = 1,33 The le¢[ end vertmal is exposed and the right end vertical is not exposed, 2) Provide adequate drainage to prevent water pondJng. 3) This truss has b6en designed wgh ANSIFFPJ 1-1995 criteria, LOAD CASE(S) Slandard L1O9 Job Truss LAUREL Nassau Suffolk Lumber Truss Type MONO HIP Y283670 3.3T s Feb 14 1997 MiTek Industries, Inc, Fri Apr 18 08:48;56 1997 Page 45-o-o 45-0-0 45-0-0 PJate Offsets (X,Y): 1:0-0-0,0-2-11], [2;0-0-0,0-6-0] LOADING (psf) SPACING 2-0-0 CSi DEFL (in) (loc) I/deft PLATES GRiP TCLL 30.0 Plates Increase 1.15 TC 0,00 Ve~t(LL) 0.00 / .... MgO(20ga) 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.00 BCLL 0.0 Rep Stresstncr YES WB 0 00 Horz(TL) 0 00 n/a BCDL 10.0 Code TP~ (Matrix) Min Length / LL deft = 240 Weight: 406 (lbs) LUf~BER TOP CHORD 2 X 6 SYP No.2 EOT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud WEDGE Left. 2 X 4 BRACING TOP CHORD Sheathed center bracing. FORCES LOAD CASBiS) Standard I Truss Type Job Truss LAUREL LI 10 FLAT Nassau Suffolk Lumber 3,3T s Feb 14 1997 MiTek Industries, Inc. Fri Apr 18 08:49:03 1997 Pac3q 'L Provide ,'mchorage, designed by others, at bearing(s) location(s) to prevent truss slippage. 4x4 = 2x4 II 4x4 = 1.5x4 6 3X8: 5 1.5x4 u CAUTION: DO NOT ERECT UPSIDE DOWN! 2-8-8 2-8-8 LOADING (pst') TCLL 30.0 TCDL '10.0 BCLL 0.0 ECDL 10.0 SPACING Plates Increase Lumber Increase Rep Stress Incr Code NO CSl TC 0.38 BC 0.04 WB 0.28 DEFL (in) (loc) I/deft Vert(LL) 0.01 3 999 Vert(TL) 0.02 3 999 Horz(TL) 0 00 5 n/a Mtn Length / LL deft = 240 PLATES GRIP M20(20ga) 197/190 Weight: 38 (lbs) LUMBER TOP CHORD 2 X 6 SYP No.2 BDT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SPF Stud BRACING TOP CHORD Sheathed 3) Provide adequate drainage to prevent water pending 4) This truss has been designed wilh ANSIffPI 1-1995 criteria. LOAD CASE(S) 1) Lumber tncrease=1.15, Plate Increase=1.15 Uniform Loads (lbs per it) Ve~t;2-3=-720.0, 3-4=-720.0, 5-6=-20.0, 1-6=-20 0 REACTIONS (lbs/size) 1=1896/0-1-8, 5--1896/0-1-8 Max Horz 1=-479(Ioad case 2) Max Uphtt 1=-1110(Ioad case 2), 5=-1097(1oad case 3) FORCES TOP CHORD 1-2=-1871,2-3=-777, 3-4=-777, 4-5=-1871 BOT CHORD 5-6=9, 1-6=0 WEBS 2-8=1226, 3-6=-1845, 4-6= 1225 NOTES 1) 2-pry truss to be connected together with 10d nails as follows: Top chords connected with row(s) at inches on center. Bottom chords connected with 1 row(s) at 12 inches on center. Webs connected with 1 row at 6 inches on center. 2) This truss has been designed for the wind [Dads generated by 90.0 m.p.h, winds at 25.0 feet above ground level, using 7.0 p.s.f top chord dead Iosd and 5.0 p s.f bottom chord dead toad, 0.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24 0 w~th exposure D (ASCE 7-93). Lumber Increase = 1.33, Plate increase = 1.33 Both end vedicals are exposed. Job Truss LAUREL LI 11 Nass3~ Suffolk Lumber Truss Type PIGGYBACK SCISSOR Ply Y288672 3.3T s Feb 14 1997 MiTek Industnes, Inc. Fri Apr 18 08:49:12 1997 Page 1 5x6 f~ 2x4 u 5x6 H 3 4 5 4x7 ~ 4x7 ~ 2-0-0 CSI DEFL (in) (Icc) I/deft PLATES GRIP 1,19 TC 0.48 Ved(LL) 0.32 4 999 M20(20ga) 197/190 1.15 BC 0.71 Ve~t(TL) 0.53 4 814 YES WB 0.77 Hor~(TL) 0.52 7 n/a TPI Min Length / LL deft = 240 Weight: 240 (lbs) Plate Offsets (X,Y):).0-0.0,0-3-12] LOADING (psf) SPACING TCLL 30.0 Plates Increase TCDL 10.0 Lumber increase BCLL 0.0 Rep Stress Incr BCDL 10.0 Cede WEBsLUMBER 2X4SPPStud i: TOP CHORD 2 X g SYP No.2 BOT CHORD 2 X 6 SYP No.2 · ~ BRACING 7-8:6-3-0 on center bracing 3-9 2 X 4 SYP No,2, 5-9 g X 4 SyP No,~ REACTIONS (lbs/size) 1=1922/0-5-8, 7=1922/0-5-8 MaxHorz 1=-9430oad case 2) MaX Uplift 1=-776(Ioad case 4), 7=-776(Ioad case 4) FORCES TOP CHORD 1-2=-4357, 2-3=-3929, 3-4=-4841,4-5=-4841,5-6=-3929, 6-7=-4357 BOT CHORD 7-g=3637, 8.9=3028, 9-10=3S2S, 1-10=3637 WEBS 2~10=-317, 3-10=637, 3-9=2402, 4-9=-348, 5-9=2402, 5-8=637, 6-8=-317 1) This t~uss has been designed for the wind loads generated by 90 0 m.p.h, w~nds at 25.0 ~eet above ground level, using 7.0 p s f. top chord dead Icad and 5.0 p.s.f bosom LAUREL Truss Truss Type L~ 11A HIP Nassau Suffolk Lumber 6,10.12 8-3-12 5.0.8 5.3T s Feb 14 1997 MiTek industries, inc. Fri Apr 18 08.49;20 1997 Page 1 23-3-6 f 29-7.4 ~ $8-0-0 5xB = 3 9.oo 4x4 = 5x6 = 4 5 5×6 = 2x4 ~ 4×9 = 4x6 = 4x8 = 2x4 II 5xB = I 6.10-12 I 13-4-4 j 23-1-12 I 29-7.4 ~ 36-6-D 6-10-12 6-5-8 9-9-8 6-5-8 6-10-12 Plate Offsets (X,Y): [2:0-1-4,0-2-0], [3:0-0-0,0-2-12], [5:0-0-0.0-2-12], [6'0-1-4,0-2-0] LOADING (psi) SPACING 2-0-0 CS[ DEFL (In) (loc) i/deft PLATES GRIP TCLL 30.0 plateslncrease 1,15 TO 0.40 Vert(LL) 010 10/9 999 M20(20ga) 197/190 TCDL 10.0 Lumberlncrease 1.15 BC 045 Vert(TL) 0.17 10/9 999 BCLL 0,0 Rep Stresslncr YES W~ 0.31 Horz(TL) 0.06 7 n/a BCDL I 0.0 Code TPI Min Length / LL deft = 240 Weight: 264 (lbs) LUI~BER TOP CHORD 2 X 6 SYP No,2 BDT CHORD 2 X 6 SYP No,2 WEBS 2 X. 4 SPF Stud TOP CHORD Sheathed or 3-11o9 on center purhn spacing. 9-10.6-3-0, 8-9:6-3-0, 7-8 9-3-0 on center bracing. WEBS 1 Row at midpt 2-11.9-5, 11-4, 11-3, 4-9, 9-6 Max Ho~z 1=937(Ioad case 3) Max Uplift 1=-776(Ioad case 4), 7=-776(Ioad case 4) FORCES TOP CHORD 1-2=-2374, 2-3=-1872, 3-4=-1495, 4-5=-1495, 5-6=-1872, 6-7=-2374 BO"[ CHORD 7~8=1865, 8-9=1865, 9-10=1592, 1041=1592, 11-12=1865, 1-12=1865 WEBS 2-12= 130.2-11 =-482, 3-11 =685, 4-11 =-216, 4-9=-216, 5-5=885, 6-9=-482, 6-8= 130 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 5.0 p s f bottom chord dead load, 0.0 miles from hurricane oceanhne, on a category [ enclosed building, of d~mensions 45,0 by 24.0 wlth exposure D (ASCE 7-93) Lumber ]nccease = 1 Plate Increase = 1.33. Both end vedicals are exposed. 3) This truss has been desigr~ed with ANSI/TPI 1-1995 crderi~. Job 1 Truss LAUREL PBI Nassau Suffolk Lumber h 5.0-8 I 3x4 = Y28887 3.3T s Feb 14 1997 MiTek Industries, Inc. Fri Apr 18 08;49:24 1997 Page 5.0.8 9.00 1~ Apply purlins as specified on base truss dzawing. Purlin spacing Itot to exceed 4' o.c. 1 3 2x4 = 2x4 = Plate Offsets (X,Y). 2:0-0-0,0-1-8] LOADING{pal) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.00 Ved(LL) 0 00 / .... M20(209a) 249/190 TCDL 10.0 Lumber Increase 1.15 BC 0.00 Vert(TL) 0.00 / BCLL 0.0 Rep Stress Incr YES WB 0 00 Horz(TL) 0.00 n/a BCDL 10.0 Code TPI Min Length ILL deft = 240 Weight: 36 (lbs) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SPF Stud BRACING TOP CHORD Sheathed BOT CHORD R~gid ceiling d~rectly applied, or 1-3:4-11-13 on center bracing. FORCES NOTES 1) Gable requires continuous hot(om chord bearing, 2) Gable studs spaced at 72 inches on center, 3) Gable studs exceeding 72 inches length to be laterally braced at midpoint For studs 4) Studs to be fastened with 1.5x4 M20 pbtes. 5) This truss has been designed with ANSI/TPI 1 *1995 criteria. LOAO CASE{S) Standard *osed to wind, see MiTek "Standard Gable End Detail". Job LAUREL I Truss Truss Type PB1E PIGGYBACK Nassau Suf(olk Lumber Qb/ PIy Y288675 3.3T s Feb 14 1997 MiTek Industries, Inc. Fd Apr lB 08:49:27 1997 Page 1 5.0-8 5-0-8 5.0,8 4x4 ~ 9.00 1~ Apply purlins as specified on base truss dras'fir~g. Purlin spacing not to exceed 4' B.C. cz) 1 2x4 -- 4 1.5x4 [~ 3 2x4 = LOADING (psf) SpACiNG 2-0-0 TCLL 30.0 Plates Increase 1.15 TCDL 100 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code TC 0.00 BC 0 00 WB 0.00 T DEFL (in) (IGc) I/deft ! PLATES GRIP Vert(LL) 0.00 / .... / M20(20ga) 197/190 Vert(TL) 0.00 / Ho~(TL) 0.00 n/a Min Length / LL deft = 240 Weight: 42 (lbs) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.g OTHERS 2 X 4 SPF Stud BRACING TOP CHORD Sheathed bracing. NOTES 1) Gable requkes continuous bottom chord bearing. g) Gable studs spaced at 24 inches on center. 3) Gable studs exceeding 72 i~lches length to be [ateral[y braced at midpoint, For studs exposed to w{~d, see MiTek "Stanttafd Gable End Detail". 4) Studs to be fastened with 1.5x4 M20 plates, 5) This truss has been designed with ANSIFFPI 1-1995 criteria LOAD GASE(S) Standard Job Truss LAUREL PE2 Nassau SuttolkLumber Truss Type PIGGYBACK ¥28867 3.3T s Feb 14 1997 MiTek industries, Inc. Fri Apr 18 06;49:31 1997 Pag~ 1 8.00 1~ 4x4 = 2 Apply purlins as specified on base truss drawing. Pt~rlin spacil~g not to exceed 4' o.c. 1 4 3 3x4 = 1.5x4 II 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (Icc) I/deft PLATES GRIP TCLL 30.0 Plateslncrease 1.15 TC 0.00 Vert(LL) 0.00 / *'** M20(20ga) 197/190 TCOL 10.0 Lumber increase 1.15 BC 0,00 Ved(TL) 0.00 / BCLL 0.0 Rep Stresslncr YES WB 0.00 Ho~z(TL) 0.00 n/a BCDL 10.0 Code TPI Min Length ILL deft = 240 Weight: 68 (lbs) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SPF Stud FORCES BRACING TOP CHORD Sheathed NOTES 1) Gable requires continuous bottom chord bearing. 2) Gable studs spaced at 48 inches on center, 3) Gable studs exceeding 72 inches length to be laterally braced at midpoint. For studs exposed to wind, see MiTek "Standard Gable End Detail". 4) Studs to be fastened with 1,5x4 M20 plates, 5) Th~s truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Job /Truss LAUREL PB2E Nassau Suffolk Lumber 8-5-7 8.00 1~2 3x4 = Y28667 3.3T s Feb 14 1997 MiTek Industries, Inc. Fri Apr 18 08:49:35 1997 Page 18.1o-14 4 3x4 = 2 8-5.7 Apply px~flins as specified OJLt base truss drawing. Purlin spacing ~ot to exceed 4' o.c. 3 3x4 = PJa'(e Offsets (X,Y); 2.0-0-0,0-1-61 LOADING (psf} SPACING 2-0-0 CSI DEFL (m) ~loc) I/deft PLATES GRiP TCLL 30.0 Plates Increase 1.15 TC 0.OO Vert(bL) 0.00 I .... M20(20ga) 249/190 TCDL 10.0 Lumberlncrease 1,15 BC 0,00 Ver[(TL) 0,00 / BCLL 0.0 Rep Stresslncr YES WB O.0g Ho~(TL) 0.00 n/a BCDL 10.0 Code TPI Min Length / LL deft = 240 Weight: 79 (lbs) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No,2 OTHERS 2 X 4 SPF Stud BRACING TOP CHORD Sheathed BOT CHORD Rigid ceiling directly applied, or 1-3'4-11-13 on center bracing. FORCES NOTES 1) Gable requires continuous bottom chord bearing. 2) Gable studs spaced at 24 inches on center. 3) G~b~e studs exceeding 72 inches length to be tateraliy braced at m~dpoint. For studs exposed to wind, see MiTek "S)andard Gable End Detail". 4) Studs to be fastened with 1,5x4 M20 plates, 5) This truss has been designed with ANSIFFPI 1-1995 crReda, LOAD CASE(S) Standard Job Truss Ii Truss Type Qty3ty IPlyPly 8.5-5 7-0-7 1S-5-1~ Apply purlins as specified on base truss drawing. Purlin spacing notto exceed$-' o.c. T LOADING (psf) ! SPACING 2-0-0 TCLL 30.0 / Plates Increase 1,15 TCDL 10.0 Lumber Increase 1,15 BCLL O.0 Rep Stress Incr yES BCOL 10.O Code CsI TC 0.00 BC 0,00 WB 0.00 DEFL (in) (loc) I/deft pLATES GRIP Horz(TL) 0.00 n/a Min Length / LL deft = 240 Weight; 113 (lbs) LUMBER TOP CHORD 2X 4SYpNo.2 BOTCHORD 2X4SYPNo.2 WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud BRACING TOP CHORD Sheathed BOT CHORD Rigld ceiling d~rectly applied, or 10-00-00 on center bracing. FORCES NOTES 1} Gable requires continuous bottom chord bearing. 2) Gable studs spaced at 48 inches on center. 3) Gable studs exceeding 72 inches length to be laterally braced at midpoint, For studs exposed to wind, see MiTek "Standard Gable End Detail". 4) Studs to be fastened with 1,5x4 M20 plates. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Truss Type PIGGYBACK I ~-5-5 I 15-5-12 8-5-5 7-0-7 3 QtY2~PI¥ 96 MiTek Industrie~l, I~, :[,l~~ 9 1997 P 30.11-7 soo ~[~ 3×4 = Apply purlins as specified on base truss drawing, Purlin spacing ) exceed Z' o.c. 5 LOADING (psf) TCLL 30.0 TCDL 10,0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code TP[ CBt / DEFL (in) (loc) I/deft TC O.OO I Vert(LL) 0.00 / "'*" BC 0.O0 Vert(TL) 0,00 ! * *" ~ WB O.O0 Horz(TL) O,00 n/a (Matrix) Min Length / LL deft = 240 LUMBER TOP CHORD 2X 4SYPNo.2 BOTCHORD 2X4SYPNo,2 WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud PLATES GRIP M20(20ga) 197/190 Weight: 131 (lbs) BRACING TOP CHORD Sheathed BeT CHORD Rigid ceiling directly applied, or IO~O0-00 on center bracing, FORCES NOTES 1) Gable requires continuous bottom chord bearing, 2) Gable studs spaced at 24 inches on center, 3) Gable studs exceeding 72 inches length to be laterally braced at midpoint. For studs exposed to wind, see MiTek "Standard Gable End Detail". 4) Studs to be fastened with 1 ,Sx4 M20 platas, 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASBIS) Standard J~ ~~ L STANDARD GABLE END DETAIL WIND SPEED 90 M~H, MEAN WALL I~EIGHT OF $0 Fr. FORM #SGE-003-032394-- CONT. PLYWOOD SHEATHING 4x4 lx4 or 2x3 typ. · 5/ "Q ~--~ VARIES TO COMMON TRUe' 3x5 CONTINUOUS B EARING ~1///I/////I/11/1111/1111///////~ . 3×5 SPLICE OPT. SPAN TOMATCH COMMON TRUSS TKUS£ES ~ 24' O.C. AS REQUIRED END WALL DENOTES DIAGONAL OR L-BRACING PEFBR TO TABLE BELOW. ~//---~ICAL 2x4 L-BRACE NAILED TO VERTICAL STUD I~,~ V]~RTICAL STUD W/I 0d NAILS 6" o/¢. SECTION A-A LATERAL BRACrNO NAILING SCHEDULE VER,T. HEIGHT [ # NAILS (~ END UP TO 7'-0" ' 2 -16d 7'-0' - 8'-5' 3 - 16d OVER 8'-5" ] 4 - 16d MAXIMUM VERTICAL STUD H~IGHT SPAC~O OF VERTiCALS WITH L-B1L6.CE W1THOUT BRACEI WITH LATERAL BRACE [ 3-2-0 { 7-2-7 2-11-2 6-3-0 12 INCH O.C. 5.-6-7 16 INCH O.C. 4-9-8 24 INCH O.C. 5-1-12 I 3-i 1~) .NOTE: 1. VERTiCALS HAVE BEEN CHECKED FOR 90 MPH WIND LOAD, MEAN WALL HEIG~Yf OF $0', AND L,240 DEFL. CKITEPJA. 2. CONNEDTiON BETWEEN BOTI'OM CHORD OF GABLE END TRUSS AND WALL TO BE PROlqDED BY THE PROJECT ENGR~ OR ARCHrFECT. 3. FURNISH A COPY OF TH~S DRAWING TO THE CONTRACTOR FOR BRACING INSTALLATiON. 4. BRACING SHOWN IS FOR AN INDIVIDUAL TRUSS ONLY. NflNIMUM LUMBER GRADE T.C, 2x4 no. 22 SYP B.C. 2x4 no. 2 SYP WEBS 2x4 STUD SPF LOADING PSF TCLL 40 TCDL 07 BCLL 00 BCDL 10 DESIGN CRITERLA ANSIYTPI 1-1995 NDS 1991 SSBC-91 SPACING 24" O.C. STRESS INCR. 133 REP, STILESS YES DRAWN BY: DJR NASSAU SUFFOLK LUMBER TRUSS DIVISION 517 LONG ISLAND AVE MEDFORD, NY 11763 Phone: 516-289.6900 Fax: 516-289-6907 Project: Block No: Model: Lot No: Fax: I ($16~ 298-8054 Profile: Truss Id: S01A 246 lbs. each S01B 18d lbs, each (s) S02A 247 lbs. each (4) 2-Ply F01A Quote To: SINGLE TREE CONSTRUCTION Deliver To: LAUREL LAKE VINEYARDS Span: truss Type: 36~6-0 36-6-0 36-6-0 S01PB 10 - 1 - 0 PIGGYBACK 36 lb~, each $ - 5 - 0 IULAT TOOA 320 lbs each T09PB T02A T05A 45 - 0 - 0 H~ 352 lbs each T05PB 16 - 10 - 14 PIGGYBACK 71 lbs. e. ach ~ - 6 - g MONO H/P 30-5-15 15-5-8 63 lbs each MISC. ITEMS . ,Q~,antlty: D~ription: 8 SIMP~ON THA21g-2 HANGERS DUAL PITCH ROOF TKUSS PROPOSAL JobNo: Paso: I Date: 01-~64997 ProjeotID: none Ac, count No: De, signor: KR Sale,man: ROBERT TItOMPSON Quote No: 50 psfTOTA~ LOAD DE~IGN 24' oc DESIGN DELIVERED. TO JOBSITE WARNING:'~e wa~a {hat tmss~ can cause property damage'or personal ~jmy.lt'improperly imtall~d ~'r brd~l. Cust;Smer's. or Ms asent's accegtanc~ hereof shall covxhmte ~s af~..mn7 ative reP~-~t ion {hat he is fully tralnM in the proper and safe methods of truss installatioI~ and bra~h{l~' ~£er to the provided pamphlet entitled ' Bracing Wood Truss: Conmla~.ary and R¢conmiendatlons', published by Truss Plato Inst'i~te, Ino. Do not cur, alter, or use damaged lruss~ without engineering approval. It is lhe customer's responsiblRy to provid~ access to AXX3 E~PT~? By: Date: Total TrussPrice: Misc. Items: Total: Sales Tax: ( 8.25 %): Sellin8 Price: $19,982.42 $36.00 $20,018.42 $1,651.52 $21~669,94 Suffo k CoLInty Dopt. of H~,:~.i[ :::,:;,;? ' to schedule inspectior the ,! ,OCr 2:3 I I ~ ouN AT ON ,ST I I ROUGH [ ] FOU~A~O~ ~ [ ~ mSU~A~O~ [ ] F~MINQ [ ] FINAL []FIREPLACE&CHIMNEY REMARKS: ~ _~ INSPECTOR , .,~ 3~o 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGHPLBG. [ ] FOUNDATION2ND [ ]INSULATION [ ] FRAMING [~FINAL [ ] FIREPLACE & CHIMNEY 765-1802 BUILDING DEPTi INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING [ ] IN~JLATION [ ~INAL []FIREPLACE&CHIMNEY REMARKS: /~~ INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION2ND [ ] INSULATION [ ] FRAMING [~INAL [ ] FIREPLACE & CHIMNEY 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R/OtJGHPLBG. [ ~)I~INDATION 2ND [ t~NSULATION C~) [l,/J FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY DATE '~//~.//~,~ 7 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING FIREPLACE & CHIMNEY ]./~UGN PLBG. INSULATION REMARKS: [ ] FINAL DATE ~ ~//~*~ INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION t ST [ ]~ROUGH PLBG. [ ] FOUNDATION 2ND [ ~INSULATION [ ] FRAMING [ ]FINAL [ ] FIREPLACE &~CHIMNEY /~ ~ o~'~-.~_L~ 765.t802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 15T [ ~OROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY INSULATION FINAL REMARKS: REMARKS: 765-1802 BUILDING DEPT. INSPECTION [ ~UGH PLBG. [ ] INSULATION ] FINAL [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ]/FOUNDATION 2ND I ] INSULATION [ ~/] FRAMING [ ] FINAL FIREPLACE & CHIMNEY INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ]/FOUNDATION 1ST [ [ vi FOUNDATION 2ND [ ] ROUGH PLBG. ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY DATE ~/~*'/~ 7 INSPECTOR 7G5-1802 BUILDING DEPT. INSPECTION [ ~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION2ND [ ]INSULATION [ ] FRAMING [ ]FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ~v (~ DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION I ST [ ] ROUGH PLBG. [ ] FOUNDATION2ND [ ]INSULATION [ ] FRAMING [/.~INAL [ ] FIREPLACE & CHIMNEY DATE //~//~7 · / ' BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION2ND [ ] ~ATION [ ] FRAMING [ ~]/FINAL [ ] FIREPLACE & CHIMNEY - FORH biO. I 'l'Oi4H OF 'SOUTIIOIA) T0~4N IlAL[, SDUTllO1,D, ~.~. I 197 } TEL: 765- 1802 Il(IAI(I) OF IIF,^I/I'II ............... 3 .qET.q 01/ PI,Al,IS ............... .qlIRVE¥ ........................ CII~CK .......................... ' =/¢'// .... CAI.I. ~'.... HAIL TO: .................... ll)i sapl~r(~ed a/c .................................. '; ~PI'I.~ I l:II. )IHG PI",IIHIT 1 NSTRUCTIONS a. 'lhi,q all)lieatla! ~aml' be ctmtflel:ely filled in by I.yl~aqriler or in ink a~M mfl~nitt~l to Ihe lkdlding Insl~Ctm 3 ~ls Of plans, accucake plot plan to scale. F~ according to sch~lule. b. Plot plan al~ai~ l~atits~ of lot ar~ of Ix~itdings em proni~s, relatio, ship to ~xl_ioining premises or I~lblic dda a?pl ication. d. Uix~ at~al o~ this application, the lkiildlng h~Sl~Ctor will issue a Ikfildlng Permik to the appl l~qmil: ~hall I~ kept ~ tla pr~M~a available for inSl~ctit~ thrcx]~a~t the e. E) Ixdltlir~ tdmll 1~ (~m~pi~l or us~l hi ~.)le or in Imrl: for any ixJrlxme Miniver until a f~rkil"i('nl'e (k:CUl~u~:y shal I. have linen Rrm{tal Dy tie }k,ildlng ]nsi~ctor. APfq,l(~'l'ff~ IS I~IO~BY ~l~ to tl~ lk~ilding I~rtt~nt For tt~ ismm~:e oF a i~filding Pemfik ~rsuanC to the l~Jihli.g 7xs~ Ordirmnce of tim '1'6~,~1 o[: S(althold, Sifffolk C~mty, ~ Yofl; {bscril~l. 'lle applicant ag~s to ca,~fly with all a~licable l~s, ordi re ~i~a~_~j,L~.~O~rlz~l insl~ctors ~s~ pronlses a~M in lafildi ,OCT L .................. ......... '(OW~".'), and other applicable l.awa, Ordin,m~ees or e{ f(~r ror~val..gz.~le~olltlon, as herein m~es, I~ild~g c~e, I~Mng c~le, mxl greif applicanr, or nam, if a corl~aticaO (Hall i[~ address of appl icanl:) State xdmther al~plicant is cr~er, lea.qeeA agenf_, tarch~tect, elagJ~r, ge]~rat conkraclor, electrician, pithier ............... / ~ o' ~ ' o' I o~'~s ................................ ~ ........................................................... (as m~ tl~ tax mil or I f al~)licanl is a corporation, sigsmture off &Jly mxlhoriz~l of£icer. (Naive ar~l title of corl~rate o[£icer) lkJihlera License l'~) .......................... Electricians I,icense ~. '" ' lkx]ne ~r Street IL~nl e~ Slate exlskill~} rise 8IR] ~Ctl[kqlRly Of pr'~i~S ar~l Jnke~x]~] use ar~l (x-culmr~y of pm~ eonslruetion: / ('~ .l~(!ing duly ~,'~rn, (lelxme.,~ m~l ~my.'~ II~al' he ~.~i Ih(! apl)lium~l (N;,~,~ ~)[ i,~llvld.al ~ilgHnB (:<)mrm:l)~ ~&',' ;,: . . . /,~ ~/,;:-.:.. ;,;:'~: .................................. : ............. lJI~H, IIlo ~)iJ~ will I~e i~rl'ot~l~d in (h~ ll~llll~][' H(~C I:orlh in til~ t~pl~lield, ion Hied Iholc~JLJl, L~h ~L 4~, JLa" j / I~)l'OI' .+ I7L~I, ./ 3 4 ~:LLAF-- ,0 prF t '\ ' , OR DO NOT PROCEED WIT UNOERWRITER$ HAS BEEN A~PROVED. , N~F? BUILDING DEPA~AT J 765-18~2 9 AM ~ ~ PM FOR THE ~ IL ~*' ............. ~ FOLLO~VING INSPE~ON~ ITo,P ebpP~l, !T'~(~ J tS; 2" I, FOUMDATION - '1~/O REQUIRED FOR IPOURED CONCRETE 2. SOU(GH - FRAMING & PLUMRING 3, IN S UILATION 4,. FINAIL - CONSTRUCTION MUST 8E C(OMPLETEFOR C.O, ALL CCDNSTRUCTIDN SHALL MEET THE REQUIREMENTS OF THE N,Y. STATE ICONSTRUCTION & ENERGY COOES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS F'T ~q t &. Z> -¢" ~,]r - CERTIFICATE OF ~ SO~DER UEED I~ W~ ~UPPLY ~YSTEM ~ EXCEED 2/I0 of ~ If copper tubing is us~l for Water distributing aYSt_em;piping shall be of types ~or ~ LUMi3 '~- ALL PLU"-- lNG tN TESTING EErier_Es NEEO ~E COVERING ..... ~,A.L~ L.~U i Z~,'¢,, 4?47 % / 14L¢'",, (1~1'¢ II) I _,ELL[ ,J loso, epr. T 1'1 j > J r0 ~4" ¢./'¢ N Fc~g _¢ I !/i le,~,,,ttq ', 4'4 TAiq114.. j6~,p 14- IIIII IIIl~ll IlllllllllllllllhllllllllllHIIllqI I T~-~ t:x,.-'rum o'-e" I - < ~T~p'~CT r-u u5 H J G w!+dZ l~r%mkb,/GTor,/<cE J~Lq. IqL4-' ?1 PST L ~t-oh r , Iq L&,li d EoK PL/', i-J 4~ _ 7%* fig ~ W~, bL FPt,I. Pb-T%IL q. 4L o" ~CLCl 'FoFop ~; I¢ ~ ~i~cow 'l w~J. T'fp, 61DE VIEW o~ToluFF LAd REL LAKE PK~PF-ICi< A~H I'FEeTS / I £o~o'"F 4" V,~iJT,'vl'e, 12 (r<e~ ' r~ ') l:~."r'F I~J:~uL Ti'F. W I kJ iP__. ~XxL~% So*' I~1,_. I~' -rye ~1~ C INA-rr I HSuL.. 9 WI kl~ 5T~ F.A c~ F-- 14 pot. F)gTAI C Oc', I'll": I~-O" .J (¢) ~5 ~-'T;, ToP' 'i-oF p..uSH wi --1 _L-b~-F GIDF__. ('WBGT) '~--LF_--',/,,~TIO t-J, I I ,i F,~I4eL ~ ~e~F-. TI'P, L E. VA-I- I ~ M I T/If-. (° T~'u~/15OT~ ~ I~ T/r~ T~$T Mo~ r T ~/2 LC. LILA-f'IOM© ;o,.Jo, P I.~; I~- ]---Z __ __J J j=__ L Ex,/I',T I0 M 14 I I TTP. Co[oHM f l -ryg P. xT, eOLOHH PiCT I L 't Ail construc~lon is to conform to the New ¥ozk Sta~e Fire Prevention and Bu~ldin9 Code, all local building cod~s, and all codes aBd agencies having Juzlsdiction. All e~e~ic~l work ~hall conform to a~l codes having JuIlsdiction including Th~ Suffolk County Dept. Th~ written specifications are a part of these const~uction The Architect is not responsible for the Contract Do not scale the drawings. and immediately notify the Architect verbally and in indicated herein· ~o'. '/¢,"-it-o'' 8:" poured ~o~cte~¢x height as pe~ Elmira wl~h (2) #5 ~el~f6rc£ng~bar t/b:',on~ B" x '~ " t6 pour~d, c0~crete ~g, w~th fo~med 2" x 4" k:sF and (3) #5 reinforcln~ bar 3 17~'" dl~. B,~P od 3~"x36"xlS" ~o~me~ po~:e~ concrete ~ootihg, Cap ~ ba~e plabe a~e ?"x?"x3/~" with 1/2" dis, ]~ bo'lt~ at cap, typ. unl~ noted~ ~yp. Dec~ P~e~ 6" pou~ed concrete slab on 6" X 6" - 4/4 wvm on vapor barrier on controlled compacted fill to 95% Proctor specificat~ons. Slope slab, saw cut, exp. its. and flonr d~ains ~$ per d~awings. (2) CCA 2" x 6" sill plate with sill sea]er on mtl. termite shield, 1/2" dia. x 16" J type anchor bolts 48" oc max. TYP. ~xt~ per plan. 5 ]/2" R-21 fiberglass bart insular%on nn kraft, 5/8" fire rated and 5/8" m~isture resistant fl~e r,~ted gypsum 2"x6" CCA decking pine fasci~ with white contlnous vented Vinyl soffit system by Georgia-Pacific. ~ ~qor 17 LIGHTING SCHEDULE ramu 4 CYLINDRICgL EELL DETAIL m~. u~x. nr. /500 GAL. SEPTIC TANK 8' 5' NO SCALE HO SCAL~ IO' ~, ENGINEERING DESIGN AND CALCULATIONS BY: JOSEPH FISCHETTI, P.E, HOBART ROAD SOUTOLD, N.Y. 11971 THERE ARE NO CESSPOOLS WiTHIN I~0' OR STORM DRAINS WiTHIN 50' OF PROPO$'~D WELL PIPE PITCH //8' PER FT.: SANITARY LEACHING POOL NO SCALE THERE ARE NO WELLS WITHIN A 150' RADIUS OF PRIOPOSED CESSPOOLS KEY MAP TOTAL AREA = 22.938 acres SITE AREA = 2.060 CA TA GORIES ~ROPLAND 17 acresa WETLANDS 1,6 acres-* CONSERVA T/ON EASEMENT 2,576 acres RESERVED .~ 2.06 acres SPACES 8.5 3.6 ILO 3.5 26.6 44 35 70 cu. ft. 52ol9 V.F. 3.26 1470 cu. ft. 29.26 V.F. 3. 66 EOT COVERAGE TOTAL AREA BUILDING LOT COVERAGE LANDSCAPING SANITARY REQU~$ 23,00 Acres 1,001,880 sq. ff. B, O00 sq,(I, 0.01 I%' WA TER MANAGEMENT ZONE GROUND WINE TASTING AREA 57 acc x 5 gal./acc INDUSTRIAL /800 sq. fl. ~ 0.04 gal./sq, fi. OFFICE I100 SCl. fl,. ~ 0,06 gal./sa, fl. STORAGE- WINERY BLDG, 3500 s~q. fl.~ 0.04 Clol/sCl. fl. STORAGE- AGRICUL rURAL BLDG. 2600 sq.,ft. ~ 0.04 gal/sq.//. CALCULATED FLOW SEPTIC TANK Two ~aJ, s Flow 1500 gal. LEACHING POOLS IV 20 Acres(Less Wetlands) ~ 300g.p.d.= 6000 g.p.~ ~3~7 ~ 2 = 13,34 Gpd. Septic Tank /Provided 445' sq,.fL of sidewall 18 V.F. PROVIDE 667 gpd./I.5¢ gpd. sq. ft. 445' sq. fl.I 25.1 sq. ft, lverl, fK ID'Deep (8' dia. 285 Cl£d. 7~p gpd. 66 gpd. 140 clpd. 104 qpd. 667 gpd. PR~$,~I(~ WA$TE $Y$i~vl 900 gal. Septic Tank & 8' dia. Lea~ching Pool 12 fl. deep Estimafed Daily Wosfewaler from Process Syslem= 75 Clpd. LAUREL SITE PLAN OF LAKE VINEYARDS A T LA UREL , TO WN OF SOUTHOLD SUFFOLK COUNTY N Y. 1000 - 125 - Ol- P/O 231 & 232 Scale, 1"= 20' 'Jut ,5,1996 ELEVATIONS & CONTOUR LINES ARE REFERENCED TO FIVE THE FIVE EASTERN TOWNS TOP~RAPHIC MAP BUILDING ZONE AC PROPOSED USE~ WINERY ~ , TRAFFIC FLOW SCHOOL DISTRICT' // FIRE D/STRICT: 30 APPLICANT~ LAUREL LAKE VINEYARDS, L TO. CIO MIKE McGOLDRICK 29'PERCHERON LANE ROSL YN HEIGHTS, N.Y. 11577 sUFk'o.,z.,,. ._ couivy/ N/O/p CASE NO. 96-/76 ....ItORI44L SIDEWALK~D -8~'?IONt _"_C: SEE a"O°r/aBLEI/~.sIDEWALKOWs' NO. T'I CUR8 ~ El-EVA TION / FT. -- ~-~ ..... ~74~'~T.. i D~VEWA Y SEC~ON /T~ ~$C~T/ON TOP ~ ~. DETA~ · w~' CONCRETE ~ - ~ wa' TOP CURB ' I~ 18~1~ I I~ ~DER TYPE 4 - 5 I~' ~)-PA/R t50~T. SHIELDED INCANDESANT FLOODS ~.RECESSED 75WT. INCANDESANT EXT. HIGH HA T ~- ~ ~qGHT 40WT. ~"4 FLORESANT (SOFFIT MOUNT) ~'SHIELDED FLOODS HP5 RETAIL Lt. INDUSTRIAL OFFICE STORAGE -WINERY BLDG. 1700 sq. ft. 1800 sq. fl. I100 sq. fl. 3500 sg, ft. AGRICULTURAL- STORAGE BLDG, 2600 sq. fl. PARKINEI REOUI~TS RETAIL LI. INDUSTRIAL OFFICE STORAGE 1700 sq. ft./ 200 sq. ft. 1800 sq. fl. / 500 sq. lf. I100 sq. ft. I I00 sq. ft. 3500 sq, fl. I I000 sq. fl. SPACES REQUIRED SPACES SUPPLIED ROOF DRAINAGE ROoF '~REA- MAiN BUILDING 8500 sa. fl. 8500 * 0.42 3570 I 68.40 cu,(l/fl. 52.19 / 16 ft. NO FItCAL APPROVAL WITHouT EXISTING APPROVALBYWATERQUALiTYUNiT DRIVEWAY SUFFOLK COONT~' DEPARTMENT OF APPROVED FOR CONSTRUCTION ONLY NS REF, NO ~IO- ~'~_~O~ F ~fPE This approval is granted for the cons ruc ion of the sa disposal and water supp y ac Ith~s pursuant to A 7 of the Suffo,lk County Sanitary Code and is not afl e~ nor implied ~pp ov~[ to discha Ee from or ~cupy fh FROMstructure(s)THE DA~Tgs~°w~'BELow.THJS APPROVAL~EXpiRES ~0 (2) Y~R _ / DA~ ~/ SIGNATUreS (51~ 765 - 5020 ~ ~ BOX 909 Ig$O TRAVELER STREET SOUTHOL~ M~ 119~ PROVIDE 4 - I0 it, dla pools 16 fl, deep - ROOF AREA ' STORAGE BUILDING 3500 sq. fl 3500 ~: 0.42 1470 I 50.24 CU.(l/fl. 29.~8/ B ft. .95-292 49618 PROVIDE 4- 8 f,t. dia. pools.8 lt. deep NIOIF VINEYARD' LTD. OLK couNTY 150.00 56°22,30" E. KEY MAP Scale: I" -~ 600' iip story Fr. Building 67' SURVEY OF PROPERTY, FOR LA U~EL LAKE VINEYARD, LTD. , A T LAUREL TOWN OF SOUTHOLD i ~o"W. I000- 125- OI-PIO 228 & 227 LAUREL LAKE Sca/e: 1"= 20' 8~ S UF Dec. 4,1995 Sept. 13, 199.7 (final) Dec. 8, 1997 ( l(ey map ) SCDN$ ~EF. # CI0 - 96 - 005 AREA= 2 060 Acres 0 0 95.-,292 36-6 115-2 38-8 L102 FBlt ~ Nil ~ LIiI Li]! L111 L100 tlO! ~ L103 10-6 L103 L101 L100 L100 LiBO tlOl / 19) ~3 R ]UE ~. ~ L103 N / w L103 LiO1 ~ L100 ~ -- a ~ / (19 PB~ ~BOU L[00 LlOl ~ L[03 L[03 L~01 L100 L100 ]L100 ~ LI03R LI01~ L100~ Llll~ LilI~ klllfl ~BI~ L102 36-6 ?8-9-8 3/16u = 1'-0" MEDFORD, BY 11765