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HomeMy WebLinkAbout24062-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-26642 Date: 08/23/99 THIS CERTIFIES that the building ADDITION Location of Property: 24435 MAIN RD ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 18 Block 2 Lot 34 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 8, 1997 pursuant to which Building Permit No. 24062-Z dated APRIL 22, 1997 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 AGRICULTURAL STORAGE BARN (NON-HABITABLE) AS APPLIED FOR. The certificate is issued to JOHN & CATHERINE BOYLE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N 497257 08/11/99 PLUMBERS CERTIFICATION DATED N/A Qw, ?W,6-"- �L, , Building Inspecto Rev. 1/81 "RM 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) N° 24062 Z Date ........ .....+- --kz d 1921 Permission is hereby grapId to, /e-- ...... ...... .......l-? r`�........................... , .. t - .1� ... f1..,�.,�.... ................................................................................................................................................................ ............................................................................:... ...................... . ......... ,.......................... (� ,n�/sem� ..... at premises located of.... ./....1 ....1.j .�..`.!!..!` 1.. °?�....®u................................. County Tax Mop No. 1000 Section ....... ..A.......... Block .........A....... Lot No. .P� ....... pursuant to application dated .............. . ........ ....¢.................... 19��., and approved by the Building Inspector. aw Fee $.O i�„G✓..... .. .... ................ ... .. .. .... ...... Building Inspec Rev. 6/30/80 Form No. 6 TOWN OF SOUTHOLD 4 ` APR 2 91999 � BUILDING DEPARTMENT i_.............. � TOWN HALL LOG.DEPT. 765-1802 TO"'44 OF SOUTHOLD 3 APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building 10 nspector with the following: for new building or new use: Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) . Approval of electrical installation from Board of Fire Underwriters. / . Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 17 lead. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and '-'pre-existing" 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 to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. "TWC. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Buildine - $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 Date .Z�2 . ^Z�. . . . . . . . . . . . . . . . . . . . . . . . . . . New Construction. . . .. . . . Old Or Pre-�existing Building. . . . . . . . . . . . . . . . . Location of Property. .Zy. . . . . . .0. . .W., , , , , ,,, , y CPt /�E ! .. . .. . . . . House No. Street Hamlet � tJ Onwer or Owners of Property.. . !T� . . .�?:L� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . County Tax Map //N��oA � 1000, Section. . . . P . . . .. .Block. .. .. ;. .. . . . . .Lot.. . . . . 15L4 . . . . . . . . . . . . Subdivision. . . ...` - I . . . . . . . . . . . . . . . . . . . . . . . . . . . .Filed Map. ./. IA. . . . .Lot. . . .04.k. . . . . . .. . . . . . Z14�6Z 7 , Permit No. . . . . . . . ... . ...Date Of Permit: . ...... �..�(.Applicant. . . . . . . . . . . Health Dept. Approval. . . . . . . . . . . . . . . . . . . . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . . . . . Planning Board Approval. Nik . . . . . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. X . . . . . . Fe Submitted: $. . . .Zr. . . . . . . . . . . . . . . . . . . . qn� APPLIC 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 12 Ic DATE INSPECT 165.1802 BUILDING DEPT. INSPECTION .4 [ dFO UNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ 7 FRAMING [ ) FINAL REMARKS: r DATE 1 INSPECTOR, r I' II:I,U U1,i I'CGI'IUII 141,I'UII'1' 06 IV _ .nn,. _...._ •.�..-.._...-�__.-,•-. CUlltlli tl'1':i U ((r Fl till IIIA'I'I U11 ( IL1'I') I W)til)ATIOil (ZtiO) . nn.n n. « 1.,.....n-•-,__-. . .,,.n..�„_„T..n��nnmrtn�,..,..,,,,,.,,,,,,,,,,w„ennn-.nnn,-..,ten-,n«n. i i �� Itlll)1:O VRAM'. F --z O nn nn ninnn.nnom.nnn«.Toon •ywn..rtmm� nnnnn nnnnn Y n nm+mmrn..-n nmmw«nn«mw�famn wn nn n nnn.«.....noon V I11!iIII.A'1'II)fl I`ISII if Y , !YI'A'I'F. IUl1r.14OY COOK ^.....moon-.nnnnn^nn�nnnn .Mw it o nn��. n ,nn«nm � 1'I IIA 1. .rtn�mm�.�nnnn nnnnn«.w.m« nnnnn«„n n..n«n«.m..n...•...,n-.n�..n..n m..w.nnn-nnn----nn.«.^noon.... U ^.nnnnn..nnn Alll)I'1'IOt1Al. (;Ulltil;ll'1'I17 ----------------------------- nmm�.nnn'......nnn nnnnn.nnnn t 61 • o r1. n� • G lU THE , NEW YORK BOARS 0 FIRS UN6ERWRITERS� P�1��`� 1006773 ' BUREq'U OF ELEETRIC11 �• ,ULTON`STAEET, NEVY.�OFfK, NY;T0099 ` '1 40.F , Date . AUGUST 11.,1999 r�pplicaiion Na.-on; le 18745 ..... .THIS CERTIFIES THAT •� .:n -• only,the electrical equipment as described below and introduced'by the app{cdnt rFamedon the above apphcatioie itumber.is"dn the pFeri4es of JOHN,BOYLE,. 24435 MAIN ROAD,,rB�ARN #4, ORIENT, N3C'1 in the following location; ❑ Basement IOJ lat_Fdt ❑ »d Pd 9ARN BeCtdon Blook Lot was examined on AUGUST,04,19! and fopnd to bexdn com{Phu'noe with dhe 'atlonat d*Coctrec'al Code OF:F1 URE RECEPTACLES SWITCHES FIXTURES RANGES CO KINGOECKs OVENS DISH WASHERS, -EXHAUST, ANS, OUTLETS INCANbkeCFNf FWORIECENT.1',:OTHER AMT+• :KW , .. :AMT ..K;W .AW KW._: AMY _.,KW AMS". hp. 4.' 8 8 1 3 ;: -+ q DRYERS . FURNACE MOTORS: FUTUBE:APPLIgNFEFEI;DERS SPEClA4'I;E LPT TIfK1ECLDCKS 9F1� UNR SA2OR MUL_'[I�CUTLET gMMERS ', 5 STEMS AMT. K.W. OIL'' H.P.' GAS H.P. AMI.; NQ A'W e. •,AMT .,;AMP •tANli,lr AMPS TRjI($,, AMT J{,P NOsOF-FEET, AM}li. WATTS: 18 SERVICE DISCONNECT Ho.OP ?;: S . , E ; R ?V •1=` C ';.� , S , _ ME}FR Rt ,FCQ DOND Ad NO.Of HLIIO s pW'G NO OFFIEUTRALB AW',G AMi.• AMP. TYPE EQUIP. I 0 SW 1 0 JW J,®9W J 0 IW pC e, �AF GO'COfiD�3 , .OF.XI.1E6 DF:NEUTRAL..: t x , i L . CTHER,APPARATUS:' _ .• : u, ,t,;. a! .. I+: ° ... 1 r PADDLE FANS F-4 ,. , COMPRESSOR: F-1 PANELBOARDS:1-11 .CIR. 125 .i. As" , ARTHUR A. RUROEDE LTC #23:34;E 23865-MAIN ROA' ORIENT, NY, 11957" GENEpAL MANAGER Pet This certificate must not be altered In any Manner; return io-the,oftice of the Bec H Ingt Frecf Ihspeators,[ncy be Itlenpfled ey Their'cw`ed nNals . gas , � . �x " ` ` +a 9y. ° AdRiedDeSl tAs, &1 n in up,PC inn.— �M,�� � . 991 n, W1 R AUG � 91999 Auqust 11 , :1.90 BLDG, Q! f 90UTHOLD Town of Southold Soltrhhold Building Department. Sot. thhold , NY i)c�ar kaa.r�,� I: have been advised by 'he iib <nyper:i n t.endentr th pt. the new 'building ' ' for Mr. ,john Boyle has been-- c::onstrAr_t.rd in agc:ordance With my drawings dated ,871099; Upon this assurance, please i.5i91..e the yer't:.ifica't_e of occupancy and close the fiat: for this project.:, Yours Truly E:d I)e=:75u, } = Cep/ti7�r�rn.ih � �_ - jJ�In l d �, OF/Nftnan].c1 L:.., . .on , P.E. 0. s ..,_., . BOARD OF NEALTU . . . . . . . . . . . . . . . �T . �� � � FORM NO. I 3 SETS OF PLANS . . . . . . . . . . . . . . . W TOWN OF SOUTIIOT.D SURVEY . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . RPR _ 8 997 �? ��� TOWN IIALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTUOLD, N.Y. 11971 IFI D DEP r9O-n TEL: 765-1802 NOTIPY: 6 BLDG.DEPT. g /�r�l�.� !a'A.1ti'� .i�tv,�cs-1� y"-•��"� ��� 9 CALL .v . . . . . . . . . . . . . . . Exanineol.. .L, 19.�J.�/ MAIL TO: . . . . . . . . . . . . . . . . . . . . Apprrneol.. .... 191.1. Permit No. . c. . .......I............................ Disapproves a/c i .Inspector) A PR BUILDING PERMIT INSTRUCTIONS a. this application must be completely filled in by typewriter or in ink and submitted to the Building Inspector wit' 3 sets of plans, accurate plot plan to scale. Pee accordiry, 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 mist be drawn on the diagram which is part of this application. c. The work covered by this application may not he comreneed before issuance of building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such permit shrall he kept: on to premises available for inspection througlicut the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy rhall have been granted by to Building Inspector. APPLICNFI0N IS UEREBY MADE to the Building department for the issuance of a Building Permit purmhant to the Building Toe Ordinance of: the Town of Southold, Suffolk Canty, New York, am] other applicable Laws, Ordinances or Regulations, for the construction of buildings, w1ditions or alterations, or for removal or demolition, as herein describe(]. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit arihorized inspectors or premises and iu building for neo ,,^,sary inspections. . . ......................................... (signatures of apppl-icaannt, or ,mare, if a corporation) �n ........... (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, pusher or builder. ..............ACS ((� :'(.,t,,...:: S�C7l:-EG"7Z_ ........................................................................ Namof owner of premises .... J :iF: ... .......................................................... (as on the trx mll or latest deed) If appticaht is a corporation, signature of duly authorized officer. ......................................................... (Nae and title of corporate officer) Builders License No. ......................... Pl nbers License No. ......................... Electricians License No. ..................... Other Trade's License No. .................... I. Iocatiou of ]axl on wluidr proposed work will be done... S........ l ..... .................. iau> F.. ,Y?rS?..................................... 4? ? r....................... Rause Number Street Hanl.et County Tax Map No. 1000 Section .... e)........ Block .....�:........ Lot ...Ft9......... Subdivision ...................................... Filed Map No. ............... Lot ............... (Nam) 2. State existing use and occupancy of premises and inteokd use am] occu rcy of propose--' construction: a. Rxisting use and occupancy ..t+�.=s!TZI'L .......5�....................... b. Intended use and occupancy ..!A:�:sL-t —....� 1:�.�.c . ...................... ((/,5R-AC" Aim nT 22� l£32 i�ss�r� 51'119s) 'I. Rome (T rack (check which a11�'dicshle): MAC Ikrildinll Atklilitn J. ... .. Alimm ion . . . .. . . . . . Ikyxiir ... ....... .. Il�rrmal 1......... . Deaf)IIIIoff Other 1Jork ....... ... .... . .. .... ... ... . .. . ... It k� h. Ent luvrl evl (bsl. ..� ' T....4.'. fee (t'o lie lucid of filing this applicaCiar) 'i. If tAmIlindl, mCber of AmIllol (ails li.ttirer of ttwelllrg uuitn cm each floor ... . . ... ... ..... Ifgarage, rrnher of cars .... ... .. ... .. . ... . ............. .... . G. If Ixishrasa, cunnercial or mixed a:culwrx:y, specify n[iI:ure crud extent of each type of use..... ................. 1. Dia+ -nsiam of exist �Crx. Urrlen, If [illy: prmt ....I(v. .... Itear ��. DOpth ."W......... .. �� V Iltdillit Mnber of Rot ion .., Mimmsions of sone al.ri¢atrre w�llt alteratiooa or a4lit.ioost Froot ... ... .. .. ..... hear . ........ . ..... Ik!plh .. list Ilia ..... ... .......I.... Mnlx!r of Stories .. ..... ... ..... ... . l� 0. Ilhuenxicins�of entire new conal'ivull ion: hmt- ..?,G?...... .... hear ...ZP? .... ... Dopl.h ....... .. Iki(011 '122. .A`!L-??A�? ...,�. Mtdx.r of Stones ...?-n.... ........... . 9. Sire o lot : FrrFront ..�7..c�....t. ..., Item . ..611r&Iy .. ..... . 1lsplh . •28 M. I\a e of Nnv:hase ............. ...... . Nair of Pouter Owuer ..... .... .. ... ... ... ....... .... ... . .... . It. Gxxt or use dirty ir.4 in uAtich isuntans erre si Uan.ed ... ... ..... ........ . ...... . ... .... . ... . .... .. 12. Ikx!s pmlxs:ed carsCtocLion viol file [illy uxilng I_tar, ordinatx:e or regulaLicxtt . ............ ..... 17. Will lul. lie regrtxkd ....1;%A?.I.......... Will excess fill be reesKmetlft to proninei+: YES Iii. Mtwin of lkxrer of premises jV .0. ...... Atklrens O\AAA A!:Wj.P44,�'r......... Movie Mrzzaa;`/?/o i N;nt! of Architect ............ ..... .................. t4klreas ... ... ........ .......... ...... thorns Mr. ........ . . Mind of (lonitnclor ...........I.... . .................. lxklrean ... ... .....'.............. ......Mona Mv. .... ... .. Pi. In this properly within :100 feet of it bent w tinivi? * YES ...... .. .. IX) . ... *Ile Yltri, IXXr]JKNJ) 'JUM '1111�S1li?S ffiltll'1' tlAY IAi IUli111RIiD. PLOT DIAGRAM locnle clearly nal distirw0y all Ixrildinis, xkalher existing or prolxsed, nrxl Indicate all set-back dimensioon flan ptolx!tty lines. Give street arwi block txnber or deacriptiat accotAtap, to deed, atxl alxxa street. omen mxl irxlicnle rdrulhcr Inlrrinr or comer lot.' I til r SI'A'If� M 11-34 YMK,, ........1.._. `;�41� ., ., . . .k.YY?....L . .... .. . .. . . .. . .....lx!ing duly t"n n, deiwses tart says that he in the npplicont (Nal! of imlividual signing cootracL), Axwe tstrrd, n — �'� Iktis the .... ..... .... . . .... . . ..... . ...... . . ... . .... . .. ...... .... . . . .I ... .. .... . ... .. ... (UmLrsctor, anent, k:orixua(e officer, eLc.) of said (mmir of (Mixte, nal is duly 6nnhoriu>.d to lx!t lona oc hovo Ixlrfomr_d the raid wt It nal to mike atxl file this oppli'cation; I11411 nll staleieoUl conl4io:d in Thin epplicalion are Iloo to fire 1wel. of his ktxmiedge airl bld ief; rsrl Ih:ot,lhe Milk will. Ili-, perfolled in the nvrniler set forth in the application filed ldrerewilh. Mann Iolelove 11%, Ihie /��j . . . .. .R`�:G\. .. . .. .day of. .,.�J.rcli ii...... lr .�.7... Md.ru y llibl to .. . ..... ...... ..... . ...... . ......... .. .... .... . ELVABE7MANNNEVILI.E (Signnlwe oP AppliarnrL) Notaty Public,State of Kzvv York Nt:,. V-812.6850,Su lit Goui lnrmt (,(piss Oclober 31, 191 _. . . i .,..-�-...-»d..-,.bo.«.w--..-i-....,,,......-,-......_.«..,.r«....._-r—......................._,.._.......M.,..« ._W,....___. ., :�,.. ......, .. . .. . J,.. 'r" ;4: 1 r..�... c. .w, .,rrv� 41`Fk, d r .. qo fw'YG /✓f g, q r r7 S w, 'Kv u f y x Y J J a I � 77 � qty tl M � �'^�4 +U i y x „w y ktrAvF^ 13 s x x i 51F 1 y A-54:,0iV, r- - Guc�'rarrfzed ko filo Cdt�aror�Ft+cra� ' k.C1��', ; �_" \�: /ilrner'iCar^t Tifil2 /wsurciMCr� 'C'rrANrr�r ' '�r�' .. ` . 4e:- /V � �m a +S Ui^,VayR^,Yll A4��+'GAi$��'i�i 6r V 7V i .`�LIF'F-"r?,GY�C'GP�G.iN'2'•Y �. ry � o���a, ,.. 'I�, . �s.�... '� M,.�„ ��; ua v ni a.aao �f '� a ,�momiwoeen.rwnmmi� \ C�1'YC"4'I?pa'{���y� a v^ . Ili viIlhophrionrOrWhIi ( a P'f tl Wii r �ff v Y onlaln0'i"Y 4i �(' My v, � TT M1d 4 �y $ _ ,. .+..+.w.:.'e«.t+t••�a..,.�*.�+«-•. t. .+rvc....ylµ« wr-M'd".,:,.. ..wwh+-d .,�:..,.-.,....+aw..,yy,,..-w _ �_.. .. ' r 4t`.rY" yy , , ti SURVEY OF PROPERTY o ��°�r� ;2a ws+� °2` y b A T ORIENT 9B�0 °5 ` TOWN OF SOU THOLD s SUFFOLK COUNTY , N . Y. oy S 5 s�� 1000-18-02-33 & 34 o �� 'rib•• � ��, q��o / � goo o goo zoo soo 9 . - " " ? Scale 1 " = 100' w, GP '„�,• ��1o1F / OCTOBER 19, 1998 WWI dJO `' � 'o.• 4�1Q t00 7` f qp ,. 1o�F o � oo~ yo ��01 ,aA ' ,� ' o�� AREA OF 1000-18-02-33 = 7.8814 cc �Fp N°' �� AREA OF 1000-18-02-34 = 22.4453 cc 1$ '00., r,, 1 TOTAL AREA= 30.3267 cc I o X00 CERTIFY TO: r1JOHN BOYLE CATHERINE BOYLE -. � ■= MONUMENT 0= PIPE J \, ,y6 o ggpt -,.—„—,.— = CHAIN LINK FENCE Opt ep��NC ao� gI �3 0 \ O S / 2 SOF NEWyo O \\ 9Z \ �O v o V . oma , p ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION N. Y. S. LIC. N0. 49618 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, E ` ' YORS, P. C. ?g\ O r` EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS (516 5020 y HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF F P. 0. BOX 909 � SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON [97-411 SOUTHOLD, N. Y. 11971 - I I I . -- I � � - ­ ­ _ ­ _ ­ _ ­ _ _-l ____ ._ - ­ -, -� .:__�_ ____ _=__ ___ . _�_� t--I, � _� -.- I . --.-- --1 � - � __ __ ­ __. __. __ ­ - - .� - —I - ____ __ - . , � �==�Tz�,.,_----­ ------�_. 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'i' " rA .. }, kG,•. u r �' iJf wW k 'I i R �- xrµ -RAXJ'•c vify •.M ' lb i OFFICE: CUTCHOGUE, NY JOB N0. 128-0502/128-0526 MORTON BUILD NGS GENERAL SRECTICATIONS LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S N 0 COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN n N I FEDERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND Qn SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. w FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND m READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR V w z SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN L7 OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN. ( SEE SECTION )ADDITIONAL CONCRETE Z a IS MIX POURED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. SPLASHBOARDS - SPLASHBOARDS ARE NO, 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER 1 1 MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION Z C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. W FRAMING LUMBER - SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" O.C. > zI o WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S NO. 2 ORm Ll F-1 wII BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO, 2 OR BETTER. ( SEE SECTION ) z of Q' +, ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES ASO =";N REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED _D ; n UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH W J z CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. T SIDING PANELS (KYNAR 500/HYLAR 5000) - 0,019" MIN., G90 GALVANIZED OR AZ55 GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH. PAINT IS 0 NOM. 1 MIL THICK ON EXTERIOR, ROOFING PANELS (FLUOROFLEX 2000 (TM)) - 0,019" MIN., AZ55 GALVALUME WITH AN Z m ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT v7 O a WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS. 1 1 TRIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL o z ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS W w ROOFING OR SIDING PANELS. ¢. GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 __j o FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING , ADDITIONAL NOTES 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART TYPICAL LUMBER SPECIFICATIONS - 1997 NDS FDRAWN BY: 844 RYAN SIZE DESCRIPTION BENDING VALUE Fb DATE: 8/5/99 OF THESE DRAWINGS. 211 NO.1&2 SPF 1313 PSI 2"x4" 2100f MSR SHE 2100 PSI CHECKED BY: 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED 2"x6" N0.1&2 SPF 1138 PSI 2 96 ' NO. i SYP 1650 PSI DATE: BY OWNER, STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY 2x8 NO. 1 SYP 1500 PSI REVISED DATE: 2 x10' NO 1 SYP 1300 PSI ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. 2 x12 NO 1 SYP 1250 PSI REVISED DATE: ALL 1950f MSR SYP 1950 PSI REVISED DATE: 3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES 1 1/2%16" LAMINATED VENEER LUMBER 2800 PH S1 1/2%15" GLU-LAM 1650 PSI REVISED DATE: AS REQUIRED FOR WALL AND CEILING FINISHES, 51 4'x161 2" CLU-LAM 2400 PSI 5 1/4"x]9 1 2' GLU-LAM 2400 PSI 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. JOB TAL INFORMATION. 5.) KYNARREGISTERED DRAWINGS 500 SA NRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR aA�� . NE4y SHEET INDEX 3.`yP SHEET DESCRIPTION 5000 IS A TRADEMARK OF AUSIMONT, USA. 1 OF 6 SPECIFICATIONS & SHEET INDEX °z: 2 OF 6 COLUMN PLAN C52x4FK 2-96 3 OF 6 ELEVATIONS 4 OF 6 SECTIONS + 5 OF 6 SECTIONS & DETAILS SCALE: 6 OF 61 TRUSS DRAWING SIHEET NO. OF 6 OFFICE: CUTCHOGUE, NY JOB NO. 128-0502/128-0526 o < o a o c a o o i 00 Y-10 1/2" 7'-101/2" 7'-6" 7'-6" 7-71/2" 7'-6' 7•-6' 7'-6" 7'-6" 7'-71/2" 5'-41/2" 6'-41/2' I M B A N 3— 3— —f 1VENTED SIDEWALL OVERHANGS wm tl —IIF III— o 1'-D"D" N NDA 1 VEN 1ED ENDWALL OVERHANGS O m a C.7 Z 6 3 3ll 34'-101/2' 34'-101/2" v a Ip Z 'a 60' TRwwSS LOCATIO S (7 TRU5SES) I II W 27'-10 1/2' ^ — — — — — 27'-10 1/2" W_ 42-ITRUSS LOCATION o `1, (2 TRUSES) 20'-101/2" 2D'-161/2" ^ - -�- - - - -r- - COLUMN PLAN LLJ LEGEND J 42' ❑ - 3-2'•x6" LAMINATED COLUMN LOCATION 0 z } L ' _ r(4 TRUUSES)CATIONI I D D x6"FASTENED W/ COLUMN SOCKETS O� 13'-101/2" - --F— t--ry— - - - - - ^ 13,_101/2" 0 - 3-2" LAMINATED COLUMN LOCATION z, FASTENED W/ ADHESIVE BOLTS z �, 0 - 3-2"x8" LAMINATED COLUMN LOCATION 0, h FASTENED IN THE GROUND 0 ^ • - HEADERED TRUSS LOCATION 1 7/2" 6'-10 (] - 3068 T-300 PLAIN WALKDOOR W/ LOCKSET -ry1/2" 0 - (2) 12'x13'-11" SINGLE SLIDING SIDE DOORS L- d \ I 3 I 3 - (6) 3065 SKYLITES � z 1 22"0 - 22" DIAMETER FOOTING W/ 0 S (5)50(/ BAGS SAKRETE PRE-MIXED W/ WATER. Z 0'-0' O p O -0 0, . PLACE IBAGS OF SAKRETE PRE-MIXED L� 0 — — — — — — — - - W/ WATER AROUND COLUMNS WHEN SETTING. Q o C 2"x6" END BRACES & ^ 3C I I 3 2"x4" TRUSS TIES @ ROUGH OPENING SCHEDULE Z x 7'-D" & 8'-0" O.C. UNIT SYMBOL FROM LEGEND WIDTH HEIGHT L7 m - + - O 37-1 2 81 a 4 4 4 4 4 Z ® 1 1 22"0 �22"o 1'-0" VENTED SIDEWALL OVERHANGS — r 4 rF E 4 4 l 1L Q 7'-101/2" T-6" T-6" T-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 11 5'-41/2" 6'-41/2" DRAWN BY: 844 RYAN u) DATE: 8/5/99 o � o -� S 7 7 S 7 BY: OO DATE: REVISED DATE: REVISED DATE: REEVISED VISED DADATE:TE: R 25'-0" 1B'-71/2" 7'-6" 111/2" 12'-0" CANOPY COLUMN DIMENSIONS ��,�ps6uaBurryrra pF NEW yy .a^ •CF' O'r4, •o' � � Cn *�P .O L. SL 'F} Sir . �0.*M� �o .5(I 9• . �',s4 COLUMN PLAN r s• SCALE: 1' 4' 16' SCALE: AS NOTED SHEET NO. 2 OF 6 OFFICE: CUTCHOGUE, NY JOB N0. VENT-A-RIDGE 128-0502/128-0526 o U �1 N w m 5" O.G. GUTTERS � a _ n • HI-RIB STEEL O w T#21 CORNER TRIM VL j V Z w T#167 TRANSITION TRIM z HI-RIB STEEL WAINSCOTO T#21 CORNER TRIM L d T#169 BASE TRIM EAST ELEVATION . j W Z_ wi4W: VENT-A-RIDGE z w zo O = U W J 5" O.G. GUTTERS I� Z O O HI-RIB STEEL U � T#21 CORNER TRIM Q o_ T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT Z o T#21 CORNER TRIM ' ^ �../ m T#169 BASE TRIM �' O a WEST ELEVATION W D � Z w X a. J � o 0 T#16 GABLE TRIM T#16 GABLE TRIM DRAWN BY: 844 RYAN DATE: 8/5/99 4�12 12 12 �12 II. CHECKED BY: 1 �4 4� 12 I4 DATE: 4 4 REVISED DATE: REVISED DATE: REVISED DATE: HI-RIB STEEL HI-RIB STEEL REVISED DATE: T#21 CORNER TRIM T#21 CORNER TRIM 14'-2 �oaOF� yNEW3vy," T#167 TRANSITION TRIM T#167 TRANSITION TRIM 4� 0. % HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOTNj4P• yd L' T#21 CORNER TRIM T#21 CORNER TRIM •2y Tom. *i T#169 BASE TRIM T#169 BASE TRIM NORTH ELEVATION SOUTH ELEVATION I °� ••vvnrnneosesa^`�~ 2' 8' SCALE: 1 4' 16' SCALE: AS NOTED SHEET NO. 3 OF 6 OFFICE: KYNAR HI-RIB STEEL CUTCHOGUE, NY 2"x4" PURLINS @ 24" O.C. JOB NO. (N0. 2 SPF) _128-0502/128-0526 NOTE: INSULATION STOP/ ♦ IDENTIFIES ITEMS THAT ARE NOT AIR DEFLECTOR PROVIDED BY MORTON BUILDINGS, INC, 2"x4" BEV PURLIN OR MORTON BUILDINGS' SUBCONTRACTORS FILLER STRIP AND ARE THE OWNERS RESPONSIBILITY. • o 2"x6" BEV. FASCIA u n `� � 5" O.G. GUTTERS T#144 & 146 FASCIA TRIM---_ 60' S.C, TRUSSN SOFFIT -- 42' S,C. TRUSS w li p HI-RIB/SOFFIT CAP 6" BATT INSULATION M (2) 1/2"x5 1/2" M. BOLTS & 4 MIL VAPOR RETARDER 2"x6" OVERHANG NAILER (8) 20d R.S. NAILS COLUMN PLAN DIMENSIONS INTERIOR HI-RIB STEEL Q m 2"x4" TOP BLOCK V z 2"x4" STRIPPING w 6" BLANKET INSULATION W/ O HI-RIB STEEL (KYNAR) 4 MIL VAPOR RETARDER Z a 3-2"x6" LAMINATED COLUMN (3) ROWS 2"x4" NAILERS 2"x4" NAILERS _ Q� INTERIOR HI-RIB STEEL HI-RIB STEEL (KYNAR) WWW T#167 TRANSITION TRIM 1 1/2"xi 1/2" VERTICAL BLOCKING (2) 1/2"x7-1/2" M. BOLTS 1 1/2"xi 1/2" VERTICAL BLOCKING Z AT COLUMN LOCATION AT COLUMN LOCATION ED T#167 TRANSITION TRIM 2"x6" LAMINATE (3) 2"x6" LAMINATED COLUMN 2"x6" NOTCHED NAILER W �_' HI-RIB STEEL WAINSCOT (KYNAR) 42" S.C. TRUSS 13'-0" - i/2" PLYWOOD TO 8'-0"♦ S.C. TRUSS O z -- - TOP OF CONCRETE (1) ROW 2"x8" TREATED SPLASHBOARD W/ WALL TO HEEL PRECOMPRESSED ULTRA-SEAL m "---- 76M COLUMN SOCKET W/ �N w T#169 (4) 1/2"x2 1/2" PLATED LAGS & z Of o �•,m BASE 4 20d GALV. R.S. NAILS qq = TRIM (2) 1/2"x10" PLATED ANCHOR BOLTS D E TATEI 0 SCALE IHh 1,_2„ . j FINISH GRADE 4" CONCRETE FLOOR 4" MINIMUM COMPACTED GRANULAR BASE* 4'-0" Q p DEPTH • �R-6 PERIMETER INSULATION♦ NOTE: B" CONCRETE FOUNDATION WALL THIS SECTION IS THE SAME AS Z p 2"x4"' BEV. PURLIN SECTION A—A EXCEPT FOR THE DO MIN. VERTICAL REINF. #4 REBARS ITEMS AS NOTED. SET IN FTG. NOT TO EXCEED 2' O.C. p MIN. HORIZONTAL REINF. 2-#4 REBARS, d 8 - 1 AT 6" FROM TOP, 1 AT 6' FROM BOTTOM, AND SO NO BARS ARE MORE THAN 2' APART 16" TYPICAL FOOTING W/ 2-#4 REBARS z UNLESS SPECIFIED OTHERWISE Q vzi CONCRETE FLOOR NOTES • 1 W 1.) 3500 PSI, 5 1/2 BAG MIX CONCRETE. IL 2.) REINFORCING: 6x6-10x10 WWM. 3.) SLOPE GRADE AWAY FROM THE BUILDING J yj 0 29, MINIMUM FOR A DISTANCE OF 5'. J p 4.) 6 MIL POLYETHYLENE VAPOR RETARDER PLACED Q p 4" BELOW THE BOTTOM OF THE CONCRETE FLOOR, SIDEWALE SECTION A- A (2) 2"x6" UPRIGHTS SIDEWALL SECTION B - B SCALE, 112" = 1'-0" SCALE. 112B = 1'-0" 74 DRAWN BY: 844 RYAN DATE: 8/5/99 2"jj((2) 1 " GIRT CHECKED BY: DATE: 6D' S.C. TRUSS (BEYOND) REVISED DATE: REVISED DATE: REVISED DATE: T# VER REVISED DATE: 7" ACK 3"xARD 1OCK yeeNeeeiennyer 13'-11" 0�w OF NEk,yv�y TRIM TO GRADE ' a"OP „yp L SG �'A `Y • o (2) 2"x4" BE 3 0 2"x6"' BLOCK y K 2. AMB (3) 2"x6" JAMB COLUMN (BEYOND) I 0 r'�rnnnnee+a'� 8 - rr - 4q SLIDING DOOR HEADER SECTION C- C SCALE: 1 " = 1'-0" SCALE: AS NOTED SHEET NO. 4 of 6 OFFICE: CUTCHOGUE, NY FF2000 HI-RIB STEEL JOB NO. 2"x4" PURLINS 0 24" O.C. 2"x4" PURLINS 128-0502/128-0526 T#16 GABLE TRIM (NO. 2 SPF) (2) 60d R.S. NAILS IN OVERHANG RAFTER 2"x4" PURLIN CUT TO FIT 6 60' S.C. TRUSS (ABOVE) BETWEEN OVERHANG FRAMES SPECIAL T#30 COLUMN COVER 6" MESH " o \\ d 3-2"x6" LAMINATED COLUMN • I 2"x6" BEV. FASCIA HI-RIB STEELKYNAR 0 N ( ) 60' S.C. TRUSS 2"x6" TREATED LAMINATE �m 2"x6" UPRIGHT 0 7'-6" O.C. 2"x8" TREATED FACEBOARD = n 2"x6" OVERHANG NAILER o m TISTEE 47 2"xa" "FADER (No.1 sYP) 60' S.C. rRuss CORNER JAMB DETAL V W FF2000 HI-RHI-RIB STEEL (KYNAR) SCALE: I-1If = V-0" 2"x4" PURLINS 0 24" 2"x8' NAILER T#11 (NO. 2 SPF) 14'-2" 340L TRUSS HANGER L GRADE TO BOTTOM W/(14) 1 1/2" R.S. NAILS OF HEADER & 1) 1/2"x2 1/2" M. BOLT SPECIAL T#30 COLUMN COVER (2) 2"x4" BLOCKS W/ T#11 W 5 1/4"x16 1/2" GLU-LAM 1 —TRUSS LOCATION 42' 2"x8" TREATED FACEBOARD—. HEADER (2400f5) Z 3-2"x8" JAMB COLUMN 3-2"x8" LAMINATED COLUMN L•� BEYOND W/ADDITIONAL 2"x8" LAMINATE FOR 2"x8" TREATED LAMINATE HEADER SUPPORT J SPECIAL T#39 COL. COVERS DROP — DOWN CONNECTION SECTION D — D SLIDING DOOR HEADER SECTION E — E 0 mz 2"x6' TREATED FACEBOARD `-" SCALE: 1 " = 1'-0" SCALE: 1 " = 1'-0' z - "- w 0 O = `� INTERMEDIATE JAMB DETAIL ##3 v n 2"x4" PURLINS 024" O.C. SCALE: -11f = V-0" W 0 o SEE HEADER DETAIL Z � 0 9" MESH L� 2"x6" BEV. FASCIA Q p 50M BASE ANGLE s,", muss Z 0 HI-RIB STEEL (KYNAR) O T#1 200L TRUSS HANGER 2"x4" PURLINS W d W/(8) 1 1/2" R.S. NAILS Q (2) 60d R.S. NAILS IN z SPECIAL T#39 COLUMN COVER OVERHANG RAFTER x 2"x4" PURLIN CUT TO FIT BETWEEN OVERHANG FRAMES 1=1 a 9" MESH b J vi 2"x6" BEV. FASCIA Q o 3-2"x8" JAMB COLUMN (BEYOND) W/ 0 ADD'L 2"x8" LAMINATE EACH SIDE FOR HEADER SUPPORT 20" CENTER 50M BASE ANGLE ON (3) 2"x12" 11" DRAWN BY: 844 RYAN CUT-OFF 2"x8" TREATED FACEBOARD BEAM & BOLT THROUGH COLUMN & TRUSS 60' S,C. TRUSS DATE: 8/5/99 W/(1) 1/2"x5 1/2" M.BOLT (1/2" FLAT WASHER ON BACK SIDE ONLY), NO CHECKED BY: FASTENERS ARE REQUIRED DOWN INTO BEAM 200E TRUSS HANGER DATE: W/(8) 1 1/2" R,S. NAILS REVISED DATE: FASTEN BOTTOM OF TRUSS HEEL & BEAM W/ REVISED DATE: SPECIAL T#39 COLUMN COVER (1) 1/2"x12" LAG BOLT, 11" BELOW M.BOLT & 4'-2" 2 1/4" IN FROM EDGE OF COLUMN (CENTERED REVISED DATE: GRADE TO BOTTOM ON 3 MEM. BEAM). IREVISED DATE: 48M BASE ANCHORS OF HEADER 3-2"x8" JAMB COLUMN (BEYOND) W/ 1 2"x8" TREATED FACEBOARD ADD'L 2"x8" LAMINATE EACH SIDE FOR ol HEADER SUPPORT OF NEHy WS)50# BAGSATER. BACKFILL S TOKRETE GRADE W/ REIADI°--MIX Bd'y �"O HEADER DETAIIL ** o, k CONCRETE AROUND COLUMN. •0 22"0 SCALE: 1 •• - V-0" i •� s OPEN SIDEWALL SECTION F— F SCALE: 1/2• = 1'-0" 8 SCALE: AS NOTED SHEET NO. 5 of 6 OFFICE: CU TCHOGUE, NY JOB NO. 10x15 PL. 128-0502/128-0526 6,70- C. 6'7 • .n Ua TRUSS DESIGN SPECIFICATION: T • I M Truss has been designed by computer using the Purdue 73.8 7 N Plane Structure Analyzer JAW current standards and /2•• ^� specifications of recognized engineering principles. 11x15 PL. m Output data will be provided upon request. LUMBER SPECIFICATION (1991 NDS for Wood Construction): WEB 1 Lower Chord -- 1950f - 1.5E MSR Southern Pine 83 #2"x4" WEB #2 12 Z Top Chard -- 1950f - 1.5E MSR Southern Pine STIFFENER 4 V w Top Chord --- No. 1 K.D. - 19 Southern Pine Web Members -- No. 1 K.D. - 19 Southern Pine WEB #2 3x5 PL. p z'-xl 16x9 PL. 18 GA. �� a WEB #3 0„ Z TRUSS PLATE SPECIFICATION (IGo. Evaluation Report No. 2929): 13x8 PL. 18 GA. ASTM A-446, Grade A 20 Ga. and 18 Ga. where noted, galvanized steel Morton truss plates identified by a 16x10 PL. WEB #4 hexagon stamped every 1-1/4" along the center of the plate. 18 GA. 1 1 :... '•::"off::. .. x11 PL, :::::::°. •:::::vo RAFTER LENGTH 22'0-1/16" •°: •:' 9x9 PL. H.B. Webs are 2x4'5 °°".. ".... "". """""".... ...... "..°.: .°.".. ..... ...°°°" 2 x4 ......,,.. LOWER CH ... 2..x6., W CAMBER AT 5'0-1/4" 12'2-13/16" J rL•. CENTERLINE 1-1/4" --_- A 20'10-1/2" O z _ 0� Qm,.. 42' LL S . C. TRUSS = 0 (3z: ;. SCALE: 1/2" = 1'-0" Q D f� N UzZ W =' F— z o Z U Qo Z o 16x10 PL. m 18 GA, v' d ;'6•, o LL-1 Z tiii:iii TC Q N {7 1 1 Of 15'0„ a TRUSS DESIGN SPECIFICATION: J Truss has been designed by computer using the Purdue 9x11 PL. �J o Plane Structure Analyzer IAW current standards andQ p specifications of recognized engineering principles. 21x72,. Output data will be provided upon request. LUMBER SPECIFICATION (1991 NWEB #1 DS for Wood Construction): 113" *a,y # 11x15 PL. Lower Chord -- 1950f - 1.5E MSR Southern Pine 2"x4" WEB 1103 PL. DRAWN BY: 844 RYAN 2"x4" WEB Top Chord --- No. 1 K.D. - 19 Southern Pine STIFFENER +lr ail, Web Members -- No. 1 K.D. - 19 Southern Pine 'k WEB #2 DATE: 3'g N 8/5/99 STIFFENER 2'7" 12 CHECKED BY: TRUSS PLATE SPECIFICATION (ICBG Evaluation Report No. 2929): WE //3 ASTM A-446, Grade A 20 Go. and 18 Go. where noted, WEB #4 770" 3 4 20x9 PL. 18 GA. DATE: hexagon stamped every 1-1/4" along the center of the plate. 16x11 PL. WEB #5 galvanized steel Morton truss plates identified by a S B '6•• 16x9 PL 18 GA. 5x13 PL. TC 16x8 PL. 18 GA. REVISED DATE: 18 GA. 5x10 PL, WEB #6 H2 REVISED DATE: RAFTER LENGTH 31'5-7/8' ..° ° 4x5 PL TC, :-::: °" ""' 70x15 PL. 9x11 PL. 3 .... Webs are 2x4'5 except where noted "" "" + i' 8X10 PL. ..... ....... •:::::.::::::.::: REVISED DATE: ..... ..... ............... ...... M. ::::: """..... ......................inn ..... ..... ...... ....... x ..... ..... + 2"x6" :::::�..............URU 15-1/2" REVISED DATE: ..... ..... LOWER CH D ...... ....... ........... .................. CAMBER AT IF CENTERLINE 2" 4'10-3/16" 12'8-7/8" 20'7-3/8" au"+xe•Ou++W 29'10-1/2" ,lp,� Nfw10q aIG G� 60' HL S. C. TRUSS 3, :a a° ' * SCALE�7' = 1'-0" "%•..+xi 51CJC1 f Fl g - 1 SCALE: AS NOTED SHEET NO. 6 of 6