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HomeMy WebLinkAboutMiscellaneous Plans 2004-1-8 1'(,\' -' <:Je... ~t0 =-- ScJ..e... \ 1(::; ('C) , ~q.,,\11 N /\ , . 1 ~ ~, ~~ k' -, t(~ 'I ""3l ~ "~,~) < -/ - ..Y--- ~~o~<~ L~ '10\ 'V . \1 ':><'i..'4w... ~.... ('(e0, Zl"" s't... /J - \-2--:>-k~_kML~ ARE REQUIRED. Please refer to attached Development Code Section regarding the placement and types of allowable street trees. 11> \0 ~ ~-) 14 (.Y . 5(~=iws~ weei;.kl,..s, l1J<'~ ~" ,.-Y(.~L @ ~l~'4 'l-L ~~ '2, /, I \~ I cO\->S\~ 'Y / rr~(1~ MINIMUM SETBACKS - INTERIOR LOTS All measurements are from Property Line~ DIll t 71 ~V\E /' 1'0'0'1 .. ,,":---'&\.J~w* . N Lu..lSI'k. <"i.iM.JLk -Front yard to House 10 feet -Front yard to Garage 18 feet -Side yard to House or Garage -Rear yard to House or Garage DATE RECF.:IVED \l'i,O<l JOB No.lOt'\'Len.'\-~'3 ZONE OCCUPANCY GROUP'tt.-'!.. UNITIS) OCCUPANCY LOAD SETBACKS STORIES \ TYPE CONSTRUCT'O"r::;r-t ~ l \ LEGAL DESCRIPTI.ON. l~. ot.lI tLO-CO -...-- .1-J. 'ADDRESS "ln~ ~~. -, .. -.- 0\1 <;;;. ~ ~..~'- \:~~ ' - ~ .. - y;tlS.. " I'I=.IJTS HERE ON HAVE ~F"~ . ~ ALTE:RATIQNS INDICA~ED eN GOLOhL.:J ,-'L', ". ~ OR ALTERATIONS MADE TO THE APPROVED DRA'k'iJ.~.:?~.4'll! PROJECT AFTER TI~E G;':,~ 8ELO\r" SHALL f,:'E ~??PC"~,'6 THE BUILDING OFF1CI"L 5 feet 10 feet P.U.E MAY CHANGE . NOTICE: " CITY OF SPRINGFIELD, OREGjN f THIS peRMiT SHALL EXPIRE IFTHE WORKAPPROVED BY -g 1? _ !:lATE I z..b () j AUftiOfllZEO UNDER THIS PERMIT IS NOT COMM!:NCEf) OR IS ABANDONED FOR ANY 180 DAY PERIOD. ~ ~.1~, ~~~JJ(l,,.Lr=r~c- -S"=>' (S \>~~ (~\\~ ~,~ C(7.1(oS foqfo -1 J{ <beg i'c\S \Ol7\'7 ~ill\)-e~s;: 4D22. ~~~~e.- L~\3 ~ (~ee~ ;.vp.ROVE-D ONLY' FOR RESIDENTIAL U~-l ;N ACCORDANCE WITH ARTICLE 16 t, THE SPRINGFIELD DEVELOPMENT CO'!>l "to 4, " < " ~.. _ 1- ~ ' .. 'r . . ", -\ o , o 24-0 I , I I 1 :! ~i"j I I I ~ " J II I! "l:1 . '. . ----.--~-i i JSI' nGJ\:i> =' =':.1>.'= ::..-= -='. =~ =P' '-- . ~ l - -'-,'," '-',"-,---" '--:-ii"" ";,~."",.~J"~",-:;;:v_"",_""",~';>;,'<>,"-',',':"',~'_,,w.,,~GJ,,'.,....~1',',"'~..."'_~ '----.... = = ~ i I ____ ~_ ~]u__ _~:~--='~._~-~'.~~r~~~~'--- ...--..'" ". .,~ 1 .1- ~ - (;8 (~) ; - --4f ""l-~- ~- -.~~~ I. .~~_=~-:-T~"~"'~'l '1=11.':1= ~,:l'" 11,_, ~l~ ~., 1: rs" ~ ____If = N ~'FI II ~-- ~, H"~~ \'5 ~ I l' ~"~ -1 ' ~ ..-Lt' L~ o ~- !_-~-- ('1=--~ ; ;~7. "~_~~lm ~i ~ I f- II', ~./ ~ ..~.~- ~ . ~ =Jr1 L1u I l);:j - ~~ '!7~~~~'''' rflA,mmuH!i I '~ III , _ ~ fi - ~ ~ ~ .~ I i ~ r"C--1c~; l ~ . Ill) r0~- ~/,/7,. ""'''"'''''''~'=:'==~'''-'''--'~~~'':'''''"'-~~~~'''''''~'<== II ~ ! / -- ..",,,.'"' .". " I ,__ 36-0 30-0 2-0 ~ '" W -\ . Gl 1~ "10- .,,' AA ~ ~ ~ r~ @ '[$ ~ -\. .j>.' , , 0, 1 I~ui ~ ~ ,L; lo l\' g I ." ! 1 ~/. fl 1/~r '" 1~1 /_.::!~'i I "'<: ~I I, " ,. ",,+ I' i "'-I " ~~"..,.., I "" o. -\ w , Gl - , ,,' 7-0 48-0 ~~ ..: { .~I~~~ :~. ... .r. .roo>O(t].. . . ....... m '"if . ., .. . ..~-r'" ... .. \ . ~()~~. .. I... 'adorn' I '-, ...~oJ " :J' " Ol "'--. ::+ "--' . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . ... . . .. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... . . . .. .. .. . ~Job Name:' WIECHERT -~m X-lOC -1 0- 2-12 2 TI- 3- 4 ]~J :rv.:l' !.oW:. 531]5 ~:I:'g ~.5u" 5 50" :n; = 1\'[, 'w CSI 1-4- -B1l5 .~o .:'.1 45 2-3 -e~6 .16 13 .2' 3-4 -M4G .1. 13 2. 4-S -811S .20 2' 45 Jr = .."'-' LNl CSI '-7 72:27 'J .51 .94 7-. 4635 .2' .55 .3 B-' 7227 . 0:4) 51 94 . ><II = csi. \'JlH = CS1 2-7 -125 .02 3-. .273 .94 3.7 '273 .94 .-. .125 .02 I'V\X IEFI..B:rICN (q;l.,1l1 : 1/999 IN!'lEM 7-8 lJ ,],\'C) 1.- -.il" D= - 07" 1'= - M" = Jollt: l.o::atiCl~ === 1 0- 0- 0 . 0- 0- 0 2 J- 9-12 7 4- 1]-12 3 6- 9- 0 . 9- 1- I] . 9- 8- I] . 13- 6- 0 5 13- 6- 0 TYPICAL I'LA TIC ~-5 ~ . MOSHOFSKY :L"........... 'lGI TRUSS , ' lTrul"1l1S1~IClllJ'(,""I,'r"lr ~.~ ~5 ~Nllpnr1. Dr . (\,J" 'l'Il1lJ;l' t'n ~1l'l117 ThS.O Verolon T6.3.1 '- . M'l)'l1 2 US" 285" Truss 10: 635502 Qty: 'Il' .~~.I Ul, III l'c.: :'~"'.G J( 1. JII weB 244 I ~ L SD..HCl'\f.UJ lurv.;er GlEe-u- allo...al'l'..I'" are rx:r N"E-97 nA1E VAllES fER IOn 1.-r~117Ir~1I RCFmT III rim. fi.:.J.l1LUUr In'=lCJIU i., /",rllr,u (I'l' ell)".!!.l) Lt.l preve:d:: lu:atiavt'1l111g. ~ HIB-91 alrJ i\N31/IPI 1-lSl9'i, 10 UJ 5 alrllO.3.4 .6. 1'J.bUj 11.l1-l:'.l : NW/n'I .. 1995 'JIles U~3Ir1of ill '1118 UMlOJl'lU U8:Ulf' CF JoJ..n..iI1f'l..E l!ro C1\S!:S. RE1\R.D'G ~rnIS sh:w1 are l:ase:3. CNL.N Gl tle uu.ss material at. ead1l:earirg. lr nr.l-d fat" 10 f'GF u:u-ca LW."l-e-E. InL. ItAl'J.IIt; Bl\.'J1ill CN G&EN IJ.1.UER \OOJ..ES. 2 fl.,Yl N3~1 w/led (D'r-rn, st~ (Nm-g7 "=t. 12) m, TI::- 21ft 90- 51ft WEI& 21ft =:s 2-PL\S REQUI1tED 3-9-12 ~I~ 2-]1-4 3-9-12 3-9-12 (,-9-1) 9-8-4 13-6-0 fl~Q_n ~_O_O 2 'J 4 5 6.00 .6.001 3-8-11 ~_s 4-5 _ _ Ill-~-3 8-8 l]-li~n r. 7 8 4-~-12 4-4-12 4-8-8 9-1-4 Trus!.\'al Systems Plates are 20 ga. unless shown by "18" (18 ga.). "H"{16 ga ). m: "MX"{TWNX 20 ga.), pos~tioned per Joint Report. C~rcled p'lates and false frame plates ~re pos~tioned as shown above. WARNING lIellt! 1Il/lloles ollllris sheel IIlld giJ'e II copy of illo Ihe EleClillg COlltraclor. fhi~ dt~ign i~ for.m U\lllVidll.l1 huilding compOlltll1 nol llUS.~ ~)'.r;t.:m, II h.1.~ bt:<..l\ halitd tin 'pecilk:'lrioI1S plllvlded by lhe componenl mallufaclurcr and done U1 accord.mcc \\ IIIl 1I1C currellt \ asioll.l of fI'l and AF1'A dC.I;gn sl.'\IIlLmlsi, No respoll.libiJily j, .assumed for dimensional accune}'. Dimensions are 10 be verified b} Ihe cnmponelll m.UlI1f,IClIlI er and/ur buildlll~ de~is.ner plior 10 f:lbrblillll. 111e bllildlll~ dc.~ign.:r must a~cer1:.lin that!he loads llliliz.clI on 1his: dc.\lgn meel tlr c"ceed Ih.: III.ldJll& ilTlpu.~ed by tl1e luc.,[ buildl11.!: code :\Jld Ill<' Il,lliLular "PJlllt.lliOJI The desi.!:ll ns~llmCli lhallllC: top chord ir; Ialernlly brncaJ by ll1e lOUr or OllUr Sh".llhJll! alld Ihe bollom dlOnI IS Ialerall}' hrilced by n 1 iglll ~he:lIJ1iI11 In.l1erial directly attnched, unlw c.lherwise nOled. Brncillg ShO\\'l i~ for Lueral SUI'Ill>11 or Lomponcnls membcn; only 10 reducc bud.ling lenglh. 111b componcnl ~h.1I1nDt he placed in any c:nVirOllmenllhal '.\'111 cause tile 1ll111sIUre ronhl1ll1f Ihe \'.undln e~cecd J9~ .lInl'or t.llL~C conofrlor plale cormdoll_ P..htit.lle, lundle, in.~!.,U :.lnd bi.lte thi, trms UI .ICCl1nl.mr.t wJlh Ihe rl1J1U\\in~ sl..ull1.ud~' JuINf IJhrAU..\'.11Y Tlll\w;ll, 'AN:-'If'J I'll', '\l{lCA r. Wuod TnIL~ COlllleil of Amc:ric:.l SLl1\lllrd Desl.!:" Rl 'JHlJI~lllIJille~. lIAN/JIINr, IN,,'J ,\I I INn AND BRAI INO /loJEl'^,.I'I.A I h CflNNHrl 1m WOOD 'I Rlr,"~ES' . (1110.91) ;lnd '11ID.91 SlIMMAR) ,"'1/1:1:1 hy 11'1 nit '11'1'.' I'Lllt lnslilnlc (II'I) h loc,lled al.~KII) fllwlriu Drive, M.ldi'UlI, Wisconsin 53719, 11m Amcrican POrt'sl :,uld f';'J'er '\~M,d.'I"'1I (,\t I'A) v. I", 11,'" .11 I'll ">II! Slucl, N\\', 'Ic Illlll. \V,"hln~l,,", 1l{'~){J1t'i. 2 OrwR: C0021 09169-012 UiLl!"!, lllY(':l1(J~(m : :)q.J;Ort 1 -5M Jb "wort 2 -584 1h 'Ihi1:; truss is r!ejfo;/M1I'irg tte UC rtx:e. .. Blr.y Eh=:lo:::ecl.. Yea 'fiUSlS l..cca1::i.cn ~ltl a.ct Zcre H..rrnC'alE/O::ean I...:i.re ,.. ~ . Thp category ,.. c "1"g Lamb:, 'iPoqp.ft..Bl"g 1'b.d:h = 20 00 it Mean.ttd"hllgtt.-';;--rJl6b ft, ~ '" 80 ..... m::: Sf:at:du:d 0:::0Jpa:rr;y. Da:l Lc8d. '" 17 0 pef . . ----------l.l:N> O\SE ~.!E3Irn I..l:i\CS ----_____........... Dir L P1.f8 . -L lee R.Plf R.lo::: uJn.. 1CVert 64.00 o-t1-Q 64.00 13-6-0..~'t: EC Vert 727 88 0- 0- 0 727.88 13- 6- 0 Sa. .... o 0 .... ...... . . .. ..... . . ...... 0 . .. .. . .... I ... . . . . . . . .... ..... .... . . ... 0 . . .. . .... . . . . / ...... . . . . . 0 . . 9 4-4-l2 13-6-0 4/1912002 Scale: 318ft = l' TBFt 65.3 Chk. Degnr: TC Li....", Te Dead Be Live Be Dead W'j'. 87 . WOo 6355 Custcmer Name: WIECEERT BLC = 14 25.00 pl!lf 7.00 pef .00 pl!lf 10.00 paf DurF~c. L=1.15 P=l,15 Rep Mbr:Eb::J.d 1. 00 D.C.Spacing 2- 0- 0 Deeign Speo UBC Ceil Rab.o: 1/240 TC: 1/240 TOTAL 1,2.00 pef "job Name: WIECHERT ./-. X-llX: HLJ\CT 5Im HIQ'Jl Em " 1 0- 2-12 714 ~,.~(l" 1.5u" 2 lJ- 9- 4 'n'l ,~ bO" I. ~IO" '1<: = !>XL INJ CS1 1-2 -1159 .01 .51 .52 ~ 2:'3 -liS' .01 .51 .S:! OC >= !>XL INJ CSI 4-5 939 '^' '0 '8 5-' ?39 .08 .'0 48 ~ ~ C51 \oED FrnCE C51 2-5 729 32 W\X IEFI.Ecrld1''{~\.''Ul) . 1/999 rn Mi:M 4-'5 {LI'vl-:J L- -.12" D= -.08" I'= - 20" JOJ..rt: l.o:at::t~ == 10-0-0 4 0-0-0 2 7- 0- 0 5 7- 0- 0 314-0-0 '14-0-0 ~ MOSHOFSKY - CV",.,.....J TRUSS , . f4~\N~~;::ror~o~'l('lISpnl1J:J. co :l0~1l7 _ TpS.o Veroion T6.J.1 --" ~; Truss 10: 6355A f Qt 5 Drw : C0021 09 J 69-001 'H' .:'1 rn, III ll" ::''.'1 IH, /11 W1.Jl .~-:i] HI. ::J7Hl'\/11 H A:lE VAllES lUt If1.Q h'D-;[MU{ liEJ(]lf 1I1GU7. Hl\'I'll.J3 fillSfIl rn a.UN ill.m~ V!I1lI..S 1'111 illr '1H' : pJ.l~I/n'l - 1995 JIll.': JI.:arN J:J 'liE Ul11.ffij'IL:: rL'lJIJI' OJ: NJLjt'lIU:.l!Y\l.IO\']~':;. l.!l:rnltG REQ.T.lREMENIS dD>.ll are 1e.se:i CNLY Ul tl~ tnJr.>G Ilntenal <l1:. e.,ch l::ffir:ir:g. llH,]Jo'!'l/l'1\C'!'ICN(m : &q:pact. 1 -107 lb SUf:p::rt. 2 -107 lb 1hiE t.rusa is ee.~ us.u:g the U:C Cl:::I:E . .. BklJ nclc=cl "" Tfn . TtUnlJ Lxat..l.O'1tf...m::t.~ Z:n:: H.u:rlcan~/O::.eari !.i'De .. l'b . EYp caLeg;:n:y .. c Blcg I..aJ:Jth.. 50 00 fiI. Elcy W1.cl::h ~ 20 00 ft M::im. ra:iE hcig1'l:..~ .10.52 ft., l'l!i! == eo m:: Sl:ardard O::n.parr.y! Dead !.rid '" 17. 0 fD~ . : .. . . ,.. ..... ... . ." ... . . . 't".. . . .,.. ...... . . .. ..... . . ...... . . .. .. 7-11-11 7-11-0 7-U-0 14-0-0 . .... . .. . . ... . . .... 1_11_11 7-,l.1I ..... . ... . .... . . . ..... '2 3 8.00 -8.001 ... . . . . ..~... . .. . . 5-0-7 IO-4-7 .. . . . . . .... . . ... . 6-.0-~ SI IP III-4-7 II,So;l 4.00 I (i_h_N I -4.00 O~ , J IEx~r~i2003J I ,1-li.1) I 6-6-8 11-6-0 < ld.O_lI 4 5 6 7-11-11 I 7-11-1\ Truswal Systems Plates are 20 ga. unless s lown by "18" (li ga.). "H" f1G ga ). or "NX" (TWMX 20 ga,). positioned per Joint Report. ~i;r~~.:.2 rlates and false frame plates are positioned as shown above. WARNING Read allllotes 011 this sheet alld gi)'e a copy of it to the Erectillg COlltractor. This desi&lll~ for an illl.lividlu/llUiJuuli CUmpllJlClIl nolll1Wi s)?;lem II has bccl! based Oil spec1ficalion.~ provided by lhe componenl manufLlclurcr and done in i1ccoriliirce \\ Ill, Ille curreut 'trAIOI}.'; of TPI and AFPA dtbi~n ~tand.lrds, No rc.~poJllJblljlJ' i~ ~\SUllled for dlffiensional accuracy, Dimensions are 10 be "'enfiell b} lhe component Il1:HlUr:lchlrCr :lJlulor builulIl' llesi~lIer prior 10 fablicaliun 11Ie buddilli designer rnLlliI QScenain l!13llbe loads utilized on tbia UeJili:n meel or e~c~.:.t1lhe k"u]il1g impo.\.::d by lhe lOC<lI bui/t1ing cude and lhe p:ltlcul<ir i1ppliC.lliOIl. TIle desi&n assumes that the lOp chord is lalernlly br.lc..::d b)' llle rllUr or nnur Sh....llhil1g OJl\d th~ bunorn chord u; L:llemlly brnced by 01 ri&id sbcalhUli: IIl.1lerial directly alt:lched, unless orJu~r\Vise noled. DracUlg Shll\\11 i~ for Lllcr.:1I ~uJlI'ClI1 of COmpollcnu; members only 10 reduce bud.1mg ]~1l:1h. TIlili component sballllOI be p1r.ced in any environme.ntlllal WIU c..1use lIle muj,.;nlTl~ cnnlclllur the \\uod lu exceed J9~ Mdlor Cill1se COllllLc.lor pble corrn\joll. Fabric.lle, handle, insTall and brn('~: this truss in OIcconJ.lllCt: \Ijth the rulhl\\lIli: \t.llHbnk 'JUINT DETAll..~', by TI\I\'\"ilI, '^N~I!T1'1 J', 'wrC^ 1'. Wood TnlCS Council of ^merl~ Standard De.\ii:n Rc.~llillL~iblijlk" '1I,\NDI.INti IN:'\1"AJ.l.INCi AND U1L\CINf. Mr.1"AL I'IAI b f ONNECl ED WOOD TRUSSES' . (fIJD-91) llJld '1I1D-91 SlIMM.\It' 1>]11.1;1" II) I J'1. nlr Tnl'~ I'Llk 11l~lih1lc {I f'l} t, I".. ,Irt! m 5K.l J}'(lllnrllU 1)live:, Matlu.nn, Wlli~tl'm ,5'1719. file An'.-nc.m I'Ilfl.J<I.LI\d I';'ller 1\"""LI.1I],,1l (,\11'.\) t< I"L.llLd OIl I,ll 11)111 Sltal, NW, :'lIe "I(J. v.'.~liill1,:.I"II. Il" .!O(J;16. - 7-11-0 14-0-0 4/1912002 ScaleJ 9/32- _ I' 'lBF: 29.3 Chk. WTt 69 j WOt 6355 Curltaner Nama: WIECHE:RT DurFac. L=l,lS P=l.lS Rep Mbr Bnd 1.15 O.C,SpaciDg 2~ 0- 0 Design Spec UBC retl Ratio, 1/2-30 'IL: T./2lJO D!!Ignr: TC Live TC Dead Be LiVl!l Be Deild ~LC 13 "- 25.00 paf 7.00 psf .00 psf 10.00 p!!lf 'l'01:AL 42.00 pd Job Name: WIECHERT . Iro X-u:e RD'<T t:I?F. W'O'D 1 0- 2-]2 5~-.1J ~, ',0" 2 9f)" ~ 2 13- 9- 4 ~!:>13 ~, ~u" 2.96" TC Frn:E AAL IN) CSI 1-2 -6598 .15 ." .J7 -2:3 -6513 10 J1 01 J-t -6513 .10 11 21 '-5 -6598 .15 21 .37 OC Fm:E A'<L IN) CSI 6-7 SiGO J3 .,.., '9 7-, 37"l1 ", "' .70 1-9 5460 .33 .56 .. '<ll Frn:E ($: '''''' Frn:E CSI 2-7 -240 Ol J-~ 3825 .. 3-7 3825 ... .-. -240 .03 ''''''!:ERB:rrCN 1,,=1 . 1/999 IN /'EM 7-, (LIvE) j,. -.07" 0. -.05" T= - ll" Jollt: I..ccatia'JS __ 1 0- 0- 0 6 0- 0- 0 2 3- 9-15 7 4-10-10 3 7- 0- 0 . 9- 1- 6 . 10- 2- 1 9 1'1- 0- 0 S 14- 0- 0 1 YP1CAL PLATE 4-4 ~ MOSHOFSKY "'--~ TRUSS '- 1:;;"':'VlISYJlellll'CCl'"rml" I~H.s Nl'fllip1rk Dr.,l"'!,_ SpriUCi. co 110907 -1p~.o V.rlliOD 'r6.3.1 Dnvg: C0021 09169-002 UILl!"l' PFJlt:.:1'Jc.N(r.) : &q:part 1 -598 lh SuHx:rt 2 .~.9.lli This '=sa is 'is~ Us>rg th, UC CbE. Blcg Eh::::lcae::l....~.. 'lhlEJG! ~cn :0 N:i:. Ehi Zae Iimci=/"=om Line . fu , "" ~ = c roa, I.erQth =' 5~. M!t, roa, Width. 20. O~ t. . . Mean rD::Jf l:P...igl:t:: 1ft.52 ft, nfh:: 80 . . r.n::Sta:rmrdCb:.~. D=adI..cad.= 17.0~~... ____n____l.Q'l.Ie iU3E #1 IESIrn ~ __h___h_______ Dir L.Pl.f ~.l= R.Pl.f R :rd . J!JJt, 'It: Vat 64.00 0- 0- 0 64.00 14- 0- 0 .78 B: Vert 727 eij..~ 0- 0 727 .Ba 14- 0- 0 .58 .. ...... .... .... 'W .~.1 Ul, III n.: 2.1Qi IHJ III hUi ::",1 ]ijL ran'Dl'I/\1) l.ul~:er Sh".ul' all~J;.lt".1:l are p::r Nr.U-~ F1A'IE VAlI.I:S rm Ian r~ESr7I.f8JI REJUU' 1/1607. n'>.lnBlni. bt<lC'Jl~J m llq.luul (l.y ct1:k::l1;;) 1.0 Pll,:,vell: l:d"lUav'I.Ql)liIU, !',(.~ HW-91 illlJ Jl.N-.H/n'j 1-199!;'; .w J 4.5 _1.ni 10 3 4,6. Truss 10: 6J55A2 2 Qty: I'Jdll11j /1[.0: : NfJ!/JPl _ 1995 'llII~ II~mN IS 11E C0"1Fffim RESuUr CF l'UiJ'lUE IrY\D U\SD3. IU\lUN:; ~ sh:::wl are l:ased CN[1{ 01 tip. truss nnterial at e:d11:ean.rg. u.l..id-d far 10 lUF )XI1-ccn::urrt;ti: B:::I.L. n l\Ti:t>r; T:lISED CN G?EEN ill'1!3[R VAI.IEg. 2-R.,V' Nul whOd~. S~::::2:ed (NIE-97 Sect. 12) in: TC- 2/ft B::- 57ft l'rnS- 2/ft ----. ---l 2-I'LYS REQUIRED J-9-15 3-9-15 i_II_11 2 ~ 5 ~ 3-2-1 7-0-0 3-2-1 10-2-1 3-9-15 14-0-0 7.fLf1 oj -..001 '3 5-1-7 10-4-7 1ll-~-7 14.fl_f1 6 7 8 9 4-10_10 14-0-0 4-10-10 4-2-12 Truswal Systems Plates are :ttr'G-J9 unless ehown by 94-t" (1~ ga. J, "H"(l' ga.), or "MX"(TI-n1X 20 ga.l, positJ.oned per Jo~nt Report. Circled lates and falee frame! lates arC! ositioned as shov.on above. WARNING Reod oil Ilotes 011 this sheet alld gil'e a COj(V ofil /0 the Erectillg COlltroctor. rhis dt..~ign is for ~ll illlJivhJu.1r hllih.ling cumpllllelll nOI!Jll!>s i)'llem, II ha$ been b<l.~ed un SpeCHiC&llill1l5 provided by !he componenlm:mufacrurer and done in OIcconl.1uce \\'Illl lhe CUtrell! \'en;iulls of TPI ,!lId AFPA di:!Jgn ~l:lJlilJrd5, No rc~ponsjbl]jly is ;lSSumc:r1 lor dimC:llsioll:ll accuracy. Dimensions are 10 be Yenned by the cumponenl rn.lllllfacturer .unllnr buiJdull de~i~ner pnor 10 fabricaliun, The buJ!diJ1~ designer mw;1 ascert::Jin tlLal Ole lD.ld\ ulIlized on lhh ,,,;..' ",,' " """ "" "''''''', hop"'" by 'h, ,,,., bmldl", ,,', ~,' 'b, p.."CU"' 'Pl'''OI[lo". Th, ''''<'' """" ""[ "" lop clm'" ;, hkOlny braced by lhe fUl.f ur fll>or dJMhul!: .uld Ihe bollom chon! i\ L1Iel~lI.v brnccd bJ';J riglli shealhing m.1ten:llliireclly llllached, unless olbetwise noled. Dr.>cmg s!Jm\11 i~ for L1lel'a] ~uf'plJn of CUlnpOnellfs member;; Dilly 10 reduce budJing lell&lh, Thi~ cOlnpoutnl shall no! be placed in :lIlY euvironmenf 1hat will Colllse lhe mOI,~!UJC ctlJllc11l uT lhc \\noll III .'>;ceetl19~ nnd/OJ cnuse COUnerl"f pL1tC curro.~illn. r,lbl'ic.1Ie, h.,ndJe. install and brnce this If1I5S in :ICcunLlI1ce \\idllhc fullu\\'lIlg \!,II1L1.1111~, 'JOIN I DBTAIU;;', by Tru\\\~lI, 'ANSlfTrll'. '\\!TeA 1'. Wood TIU'll: CounelJ of AmeriCOl Slandolrd Des~n ResJ"'lt\jhjhli~. IIANIJLlNtl lN~IAUJN{j AND JJRACING Mh1AI.J'IXIr. ('ONNBCfED WOOD TRUS,r;Pn';' _ (IUD-9J) .and 'IJ/B-91 'it'MM"~l\ \111:1: f' 1>...11'1, rill" II.-, ]'Llll IH~lill1le (1'1'1, I' IUl,",d .ll."H \ lJ'Ou..r'i.. DriY!:, M,IUl'lIlJ, VI iSC:OH,hl .~J719. TIle ^m'lic.UI PI'lut ,tnll I"'I'~T AU.....i.'I"'1I {AI'I'A) b. I..,.,r,d ,11 Jill 1'Jlh .'ill~el, N\V. "Ie loin, \V...hhISI"Il, I),' ;,'!ll1l16, TBP: 81.3 Cblt: D8gnr: TC Live TC Dead Be Live Be Dead I'OTJ\L - ..... . . . .... o .. . . ..... . ... . ... . 0 . . .. . . -. . . .... . . .... . ... . . .. o . 5-0-7 SH:P .' ...... . . .. .. .... . . .... .... . o . .... ...... . .. . . ...... . . .... I~-t irp.S: 12/31/200~ I.'.~., -- .,./19/2002 Scale: 11/32ft . 11 WT: 98 H #LC. 14 25.00 psf 7.00 psf .00 psf 10.00 psf 42.00 prof I wo: 6355 Custaner Name: n~'-l::1J::.tj.r DurPac!l L=l.1.5 Pel,1S Rep Mbr End 1.00 O,C.spacing 2- 0- 0 DeBign spec UBc re.n R.-'llio: 1/2'JO 'Ie. 1.1240 .Job Name: WIECHERT - rro X-lLC mX:I' mm nrQ'D 1 0- 2-12 ]J.I'. '.,'.11" I I,n" 2 20- 9- <1 lJ;l~ ~'.~~U" l,SL1" 1C Fa"" J>Y.L lHJ "" 1-2 -1589 .00 ." .,s - 2-3 -iDe 00 .1< .. 2-' -lDS .00 ,-14 " '-5 -1589 ,DO " '<5 a:: RRCE J\XL INl all ',:7 1222 .10 .3' .,. 7-S 1223 .10 73 S2 S-' 1223 .10 .73 82 - RRCE CSl' llEl3 '= an 2-S -487 . :13' '-A -1J87 )3 3-. 717 .32 MI\l( IErnJ::TICN (,,,,,,,j , 1/999 ill MEM 6.7 (Lrvl.':) 1... -.15" D= - 10" T= _ :6" Joint L::catic:ns == 10-0-0 6 0-0-0 25-6-1 7 !I-O-Q 3 10- 6- 0 !l 10- 6- 0 4 15- 5-15 9 21- 0- 0 5 21- 0- 0 TYPICAL PL4TE 1.5-4 ~ MOSHOFSKY ~'V"""I TRUSS 'Toi'.VllISy~relllli' Cl'],'rld.. , ~H5 N(\r1hp~tk Dr" (',.1,. Sl'rin,:s. CO 809m _ TpS.O V..ro!oll T6.3 J. 'It: .~~'1 IH, 1/1 II . .~~.l I ~ 1, 111 WllI ::'.'1 J~l. :iJUni'\J.11 tHI. HrK J~~t] Ul, mN.nVlh'lJ PlA1E VAllJ:S 1m ]U:J.) W~EL.RUI UF..1-Urr IIIM(}. !brtlE.1l':~rt: b.-ar::irg 11" l'g.lu-o.l flV d"h':!.rsl to prevui: lu-alim/l'IPWI:J :1..~ IIID-91 dId ANglin'] 1-1995; ll1. 1.1.5.111.1 10 3.4.6. Il.ATIN; IY\.';m OJ mUN' llJ1[lJ:1~ VA1l.H3 Truss 10: 63550 I Qty: J'11I.ill) rp..... NmII'I'I. 1~1~1'i '1111:: 1L::'.l1IJ.f W 'm:; Clll1OJl'lg Hl.:JW1' (l" c-lJJl'lI'l.ElIYIIJC1\'l'S, HIJVUJ:.,r; HQlJliM1...Nm 01:0.-..1 ale l:ased CMN 01 th~ t..n.r..s nRte.r:ia1 at each ~. t o3\[.l;:r.J fal: 10 ff'.oF Il::I1-CUl:un:ai:. ro..r.., HI)! tll..e ~d~J.Hl:.e utaples fer gable blcx::ks. JUlll)J.N3 LElmER r-mr VERIFY GZl.8lE LCi>-J:E1 I ~J yablc h:a:::.iJ:;] rEqJ..iJ.-cd @ 58" inl:.en':lls. if ~~ to win::l Ic:sd ~lie:1 Co :fuc~. See "Ge:-eral Gilile D=taiJ.EI", CIXl2065035. ~-6-1 5-6-1 IIl_fl.!1 2 4-11-15 --~ 111-6-11 4-II-t5 15-5-15 10_{'_0 4 ~-6-1 21-11-0 DrWR: C0021lJy 16Y-003 UI',II-'l' UI'f'L'I'IU"(~) : !Jlnxrt: 1 -1191h !}uBxrt 2 .. ~l~ 1.1. l1us b:ues ~d:Ei~~ U13llg UE l..OCCb::.h, . meu r:h:~la:c.:l.,. ~C!3. . TruSG I..cc:ltia'1 = N::::t. nit Zae IluTJ.cru-eja.:'t;:an Lin:: ~ Ib , Dp cat-~y '" C Bld3I..e-ut:h:c.~e.tl15~, BlctJWid:h:c 20.~.cIi.. M:sn ro:::l h=igl-1:. "" ~~69 ft, Il}:h '" 80 . . T..B::SI:.an:lardc-.",<: . r:eadl.cia.d.= l7.0p!!~... m_n;;:m~PlfOOW3E.r.\.~IG'l ~ ---ii-iJ,-':iUI. 'IC'Vert 96,00 0- 0- 0 96,00 2- 0- 0 .72 'It: Vert 6<1.~..... 0- 0 64..00 19- 0- 0 ~ 'It: Vert 96r/JIJ 19-.0- 0 96.00 21- O-."..~' OCVr.JJ:t 1lJ,~.."'0_0 1l!St1 21-0-0... " '1yPe li;s X L::c I.I../IL TC Vert '11. :2- 0- 0 1.00 'Ie Vert -,~ 2- 0- 0 .00 'Ie Vert 36.9 2- 0- 0 1.00 TC Vert 10.3 2- 0- 0 ,DO 'K'Ve:l.t .9lJtS..S- S- 7 1.00 'Ie Vert .25.I:S- 5- 7 .00 'IC Vert '07.8 10- 6- 0 1.00 'Ie Vert :i:J) .~- 6- 0 ,00 rr: Vert -90.8 15- 6- 9 100 rr: Vert ~f ~- 6- 9 .00 'Ie Vert -~.l. 19- 0- 0 1.00 '!eVert . -.$ :A9- 0- 0 .00 'It:' Vert .36.9 .19- 0- 0 1.00 'It: Vert 10.3 .~- 0- 0 .00 . . . . Io-4-7 TBF, 89.3 Cb]" Dl!gnr: TC Live Te Dead Be Live Be Dead TOTAL 7-4-7 '3 USN + ~?~'5_4 . /" . ~ ' 1I6# ,;::/ + + + ~ + ,,~ 7'<( '" " ~"J?>"" d_"~-f~ '. 5=3-4 2.5-8 5' 8.00 -8.001 116# ~ IO-4-7 2,5.6 n }f8L, }H., 21 ~fl_lJ 6 7 10-6-0 1lI-6-11 Truswal Systems Plates are 20 ga. unlees shown by "18"(18 ga.', "H"(16 ga.), or "MX" {TWMX 20 ga.), positioned per Joint Report. Circled lates and false frame lates are ositioned as shown above. WARNING Read aI/notes all this slwel alld gil-e a CORY of it 10 the Erecting Conlraclor. nib; d~~i~lI i~ for ;'\Jl Ul~J\'ldn.\] bllildllll cOlllpun~nl nollru.'t~ ~,l'slem, II ha.~ heen based on speeifi~ljDn.~ provid~d by ale componenl manuf:lcturer and done in :lCCord.1ncc \\JlIl lhe currell! \ LrsiOllS orl PI and AFPA lIt.~il:n $b.ud.lrtb;, NIl rupnn~lbiliry is a~sumed for dimensioual accuiolCY. Dimensions are 10 be venfied by the clIrnpllllcnlllL'"11f,ll.lUrcr .lll~h'r building de.~igl\cr prim lu f.lbril.- Ilion, l'he buJl~il1S designer must .l!icertain that the Iwds utilized on Ihis dC\Ij;11 meCl 11r e:\cecd lhe I'Llllill!! il1lllt1~cd h\' lhe Illc;!l building cude _md 1Ile /,:JlILulM applicalion. 111e design assumc.o; tlwllhe lop cllOrd is lalerally blOlc.'.d hy lht IOl.lf IIr nllllr ~h, Ilhill! ,lIltl lhc llllllum churd 1~ L1ICr.lll.v brncl.'d h}':l llglll \llc;llhing n~llcrt:1] dJrecll,l' L11I3clled, unlCJio othcrwise noled IJmcill~ 5/10\\-11 i~ rnr tller.t1l'Ul'plln of cumpnlltl1ls lllelllhen. onl}' 10 leduce huclJing knglh. ThIS componenl shaJ.1 not be placed in any el\virOllmcnllillll will c.:mu: the moisture conlent ,If lhe Wuodln e~tcr.d 19% andfor c.:tUSc COllII"Llor phte corm.\ion. r..bri~le, handle, install and brace flus lnu:s in JCConl.ll1ce \\11h lhe fulhl\\illg ~I,llld.llW.: 'JOINT DETAlI~\;'. bv Tru.~\\"al, 'ANSlfTPJ I'. W reA J'. Wood Trul,~ Council of America Standard Dc.~icn RtSpOmlbi!Jlie~, 'IIANDI.INei IN:\ rAJ,UNO AND DRAClNG /vW rAt I'I./\Tn CONNECTED WOOD TRI1S:\ES' . (Hm.91) ,md 'HID.9i ~UMMAR' SilliEr }'Y 11'1 I'l~ Tn....' l'llk 11l~lilll1l.' (lI'tll/> 1"1.'.il~t!;1I .~I(I /) fluurnu IJn\'C. M,ldl\UIl. Wlscunsin 53719. TheAm~riLall Forl."~l and l"'per ^~,,~j;'li"ll (Arl'A) i.< h><..h.:d ,II III I J')II! '<"lrLCI, N\\', Mel-lXl, W,~,hi"t:r"lI, 1.:1. :!lJlJ;l6. 8 9 111-~_1I 21-11-11 . .... . . .... . ... . . .. . . 8- '-] 5 lIP WT:20a ~ #LC. 14 25.00 paf 7.00 paf .00 p"f ~o.oo pDf 42.(0 paf ...... . . .. .. )... . . .... .. .. . . . .... ...... . .. . . /\ ! ...... . . .... f~ 4/t 9/2002 Scale: 3/16M . I' wo: 6355 Cuetaner Name: WIECHERT . DurPacl!!I L=1.15 P=l,15 Rep Mbr BDd 1. 00 O.C.Spacing 2- 0- 0 DeDign Speo use ren Ratio: 41240 'Ie: lJ240 Job Naill!!: WIECHERT 'W ::0..:.1 I". IIJ 1(_' :'..~1i r~'lj II:! \<[D 2..,\:1) U 1.. :3U~ It.}'\HIJ llA1E \Wl1:.lJ FEn Iun UESDiHOI l<CRRr 111607. LO:'lcb-d fOl.- 10 I!.'jF' 1"1'.11 C.tlnlrret. taL. Il..,.,\rw::; I:V\.':H) U-J Q'llN lIl"UO{ VAlus. Truss 10: 635582 Qty: Em X-LOC 1 0- 2-12 220-9-4 m'Q'D J .50" 1.5U" R17l("I' :ll?f: lJb8 ';,.5u" 1363 ~.50" 1C Frna: 1~2 ~2G49 -2-3 -2066 3-4 -206' 4-5 -2049 AXL \.!IV CSI .01 )2 32 M JIJ 0119 .08 41 49 .01 32 32 oc rma;: J\XL IN> C':lI 6-7 160116 .23 7:! % 7-' '63 .12 "' .84 ... ,-, 863 .12 76 ,88 9-10 1646 . ::!3 72 .9' " "'" Frna: CSJ 1'4.]1 H]~(}:: en 2-7 -410 10 3-. 1175 52 3-7 1175 .52 .-. -410 .10 W\X IEFI..EcrIrn (fl-"lul - 1/849 IN 11:11 8-9 (L1\JE;) '" ..29" n, -.20" "" -.49" -- Joint I..o::::atic'l; = 1 0-0-0 6 0- 0- 0 2 4- 6- 0 7 4- 6- 0 3 10- 6- 0 . .- 0- 0 4 16- 6- 0 9 16- 6- 0 .5 21- 0- 0 10 21- 0- 0 ~ MOSHOFSKY '-"~,TRUSS , :"';I~'''] s '~l.m~ - CI'I"nd,. 44JS N(lrltJl'lrl. Or.. (',,]., "l'rill,l:~ CO 1l1l~Tl7 -Tp!i..O V..reiou T'. 3.1 - I'J.lI..hy [lAX: : /'NJI!!l'l - 19~ 'lllTro IOilm W 'lIE n11fanu: IWlllI' a~ rvU..iJ1IlE l1Y>J) ~:;rs. r~ RElJ.lIREMEN1S cln.!, are lased CNN U1 tJe tru~ uuLerial at each 1:eari!y. l\":lIlL-tt:ut. lu.;;tcitg is re::f:lired O::!r tth=:ra) to pn~-'t:Jt. .td..aLiaVlq.\)li.1q. See Hm-91 arrl m:n/rPI 1-1995; 103.4.5 arrl.l0 34.6. 4~(i-O 4-6-11 fi.:.l~ 1II-6-11 6-11-0 16-6-11 IfI."_fl 4 ~ -8.00 4-6-0 21-0-0 1(1_"_1) 2 ~ 'J 5-< 7-4-7 25-S III-4-7 h m, ;1M, -I 21.11.0 6 7 8 9 10 4-6-11 12-0-0 4-6-11 16-6-0 Trus....'al Systellls Plates are 20 ga. unless shown by "II!." (18 ga ) I "H"{16 ga.), 01- "MX"{TWMX 20 ga.), positioned per JOl.nt Report. Circled p'latee and f~l~~ !;~me plates are posl.tioned as shown above. 11' ARNING Ileat! a/lnoles OIllllis sTleel and eil'c a copy of it 10 ITlc Ereclillg COlli/actor. This de.~lgn l~ fUI :Ul ilHlivhltMI IHlJlllil1~ cornpouenl not lruss s}sle.rn. II has been ba.\~ Oll ~pcc1ficaljollS provided by Ille componenl m::mufacfurer and done in act:nrdance wUlll/1C ClInC1l1 \erl<IOlL~ of n'! .uld ArPA de.~iln standards. Nt) responsJbilily is M~umcd for dimensional accurncy. Dimensions arc (0 be venfied by the clImpollClll 1J1.lllllf..clllrer .:uulfur bllllLlUlg L1tsii:ller pnor 10 fabrit.lllon. The buiJdinl de.~igller musl ascertaiu lhallhe loads utilized on lhb; L1.:.~i&1I m~':l or cxceed lhc ]ll.ldlllg impnmJ by Ih~ loc:.al buildilll coue :Illillhc Jlllicuhlr ;lpplicalioll The i1e.~lp assumes tballhe lop cJlOnI b; lalel'Ollly bl.lcetl by lhe muf llr nOM J,ht:.lIhiJl& and Ihe bullom chord i~ Llltr-...lly bl':ll:cd by:, n~jtl shealhmg I1J.:llenaI directly attached, unlt.'IB olberwb;e noted, I3mcin& Khn""'l is for L11l."1"] K\lPlllIFl of CUllIpllllcnls mcmbcf"i only IOICdlli:!: Imckling knglh, Thb COlllptmcllt ,hall nOI be placcd in any environment Ih..11 \\'111 c:lIlse Ille 1I1l1l11l1rc tOll1cll1uf JIlt \\'ll~'d In clccccl 19% .Inti/or CJusc COllllCllnr IIL'le curru~jon F;lbrkarc, hallllle, in.~lall amI brace Ihis trms In .1l..cllnI.IllCl \\ Ilh the fllllu\\ illl1 \I,lIld lltl~ JOIN r DETAII~ll', b.v Tnl~w"I, AN'\IIlI'J I., 'WlCA I'. Wood Truss CoulIcil of Americ:.a SLalllLmJ Design Ra.llllIlSihihllc.... IIANJ)],JMi JNST/\I.I.lN(i AND IJRt\(.JNli MtTA1.I'I.I\1 E {'ONN!..IClhJ> WOOl> "fRUSSllS' _ (Hmo!}!) illltl 'HIJ).9J "H'MMAR'r :<:IIEEr hv 11'1. I'hl. Tm...., I'Llle Inslllulc nl'J)}l; luc.alcd ~I ~KII) Olll,rriu Drive:, M,ldl\I>n, Wisconsin .n119. The^l1lCrll::~1l Flllt.:l;l.Uld I','pe:r A'MIt.i.'l"~1 (AH';\) i~ I,.....n..d .1' I'll l"'lh ~ln'el, N\\', ~le ~U'l, \V."hillgh>n Ij(. :::00.16. 4-6-0 21-0-0 8 OrwR: C0021 091 69-004 UllJl'f 1~I1CN(S) : &.lftx:rt. 1 -121 lh Sq.port 2 .~ 1.b nUs l:ruas J,S ~i~ UOilg tle UC~. - Bld3 Erclaxd ~.~ .. 'fhlOa lo::atlm '" N:t. Eh:l Za:e H.1rrica:r:e/O:ean LiI:e ~ lib . E>q;> caJ:.~y '" c Bla, Lacgth. ~iltr~. Bla, w"dth 0 20.0<O~~.. M3aIl !Cof hdglt; co 1!.6' ft, rq:h '" ao .. UC St.a):}::Bl:U O::c;up;.-.~ lliad r..m.d: '" 17 0 ~.... ----D~---~1f()"l.€ 1:~ICN w:m ---R~T;;;..-i~~ 'IC Vert. 64.00 0- 0- 0 64.00 21- 0- 0 ...a OC Vert. 20.0(\..D. 0- 0 20.00 4- 6- 0 D~ OC:V<.xt 70.10 4-16- 0 10.00 16.6-'l!t.:.!1 OC Vert 20 0(Jl.J!Ei. 6- 0 20,00 21. 0- 0 . ~ Io-4-7 TBF: 62.0 Cbk, Dsgnr: TC Live TC Dead Be Live Be Dead 1'0'= ..... . . . .... . .. . . ..... . ... . ... . . . . .. . . . . . '... . . ... . ... . . .. . . 8-4-3 S~IP WT'151 " iLC It 14 25.00 pef 7.00 psf .00 pl!lt 10.00 pat i2.00 pal ...... . . .. .. ... . . .... .... . . . .... ...... , .. . . ...... . . .... @.res: 4/1912002 Scale; 3/liU ~ 11 wo: 6355 Cua taner Name: WJ:EClIERT DurPac" ~l,15 P~l,lS Rep Mbr Bcd 1.00 D,C,Spacing 2- 0- 0 Design Spec UBe Iefl Ratio: 1/2,10 'Ie: 41240 -. Job Name:' WIECHERT Joiri:. lo:atioY.l "'''''''= 1 0-0-0 30 0-0-0 .2- 1. 4.. 0 31 1- 4- 0 3 2- ~- 0 32 ~- R- 0 4 4- 0- 0 33 -1- 0- 0 55-4-0345-4_0 "-8-0]56-1I_0 7-8~O-O 368-0-0 . 9- 4-15 37 9- ~- 0 910-5-03810_8_0 10 12- 0- 0 39 1.2- 0- 0 II J3- 4- 0 . 040' 13- 4- 0 12 14- 8- 0 . \1' 14- e- 0 13 1'- 0- 0 4'2 16- 0- 0 14 17- 4- 0 43 17- 4- 0 15 18- 0- 0 44 Ie- B- 0 16 18- 8- 0 45 20- 0- 0 17 20- 0- 0 41i 21- 4- 0 Ii 21- 4- 0 47 ...... 8- 0 19 22- 8- 0 48 24- 0- 0 20 24- D- 0 49 25-.;1. 0 21 25- 4- 0 50 26- B- 0 22 26- 7- 1 51 25- 0- 0 23 211- 0- 0 52 29- 4- 0 24 29- 4- 0 53 30- 8- 0 25 30- 8- 0 54 32- 0- 0 .26 32- 0- 0 5S 33- 4- 0 27 33- 4- 0 56 34- 8- 0 28 34- 8- 0 57 36- 0- 0 29 36- 0- 0 TYPICAL PLATE 1.5-4 ~ MOSHOFSKY J""''od TRUSS iru1\\'lIS'Y5ItlllJ,C"!N.1dfl , 4~~S NNlhpnrll Dr.. C,-li' "llrul/:5. ( 0 ll09ll1 -~Tp~.o Ver8!OQ T'.3.1 'It' :"A ru. III I" .:.~;o1 10, III tlU,J!IK ;',1 Ul. 'H]HI'\!.11 H.A:IE VAlll.S IU~ Iuo I.:ESlAltfJJ 11:..lU1J' 111601 I...cnd:d fOl.- 10 FSF 1111-Cl.:n:''\.lnUL Ear... rUITDIN3 [J:<3Irnrn HJ:I' \/DlH'" GiHt E IO'\flJ! (~) gable J:u.a:.1Jl) lCq,lltL\i ..i,' ~>ll" llt,~va.l~, l! c:>q~ Lo win.! j" 11.1 ':J/.~,1111.i to [~. See "Ge-.eral G3ble 1~', (0)2065035 Truss 10: ~H5C' Qty: \'1.1 i1q l'fu.' : Nt;l/l1'l . I~~S 'JIII~: II:WN In IiI: U:-UWl']E UD-U':I' (1" HJlWJJlElIY\l..I(.!\':UJ. Jll:i'\RItl,; lillJJIIU:MlNlS Eto..Il aJ:l! l:aoe:i CNLY m tJy:: trUR.'3 nRtena} at each~. 111,(rlN:i UASl:ll Cl'l rl1J.I1.l I.lM.ER \I.Z\I1ES, f-J-fl_----l ~------l ~ H.1.:L---; I-f)_(/ 4,0-0 4f)-(l 4-0-0 4_0-0 ----0 1-'" { 4.0 9-4-11 13-1-0 /7-4_') 21-4-(1 2J-4.() 2N.() 33-4-0 IN_fl.n 1".0_0 4 14Hl6 i J 6 7 8 , 10 11 " 1.' 17 18 l' 20 2l 22 2l U 2l 26 27 21 6.00 ~ 9-4-3 ~ ~~r'~ ;i>f: H'" Hr.fr ." ~ -,L -'c, - Lm._ [Iih. :c 0-4-3 1,-.60\\ l(,.II_O 1-4-0 1-4-0 l/l'1 .J2 13 34 .U J6 J7 '& 39 4(J 41 J~~~'J.O.[J ~-4-0 9-4-0 1.1-4-0 17-4.0 Jj 51 42 4.r .u 4J <I/j 47 46 ~4-0-0 2144J 2J-4..(l ~JOJIJ2JJJ4 ~4_fl-O 294.0 lJ-4..(l Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga ). "H"(16 ga.), or "NXll(TWl-lX 20 ga.). posilioned per Joint Report. Circled plates and false frame plates are Dositioned as shown above. WARNING RC(Jrf (Jill/ales 0111111.1 sllcel and gll'e a eO/<I' ofilia IIIe Erecting COl/lraclor, T1it~ de.\lgn is for an indJ\jdu.ll buihhng compollenlnolll1l" li.l\lem 11 h.1s becn h:lsed on ~pccifjt:Jlions provilied by lhe compollenl manufacfurar and dODe in nccllrd.-mce \\lllllhe currenl 'cr~il1lt~ ofTPI and AFPA de,,-ign sloInd.1fds. No lc.~ponsjbllily is :lSsulllcli for dimensional accuracy, DjmcJl~ioru; Dre fa be Vel Jfj.::d b)' Illt compuncllf In.lIlllf:,clurer and/or building tle~i!l\er prior 10 r..briC,lIIOlI. TIle building de.\igner mUE! ascertain tbat the loads ultJized 011 lhb de.~ign meel ur e1t..e<.i1 lhe If~"Jl\ll' impo.~eu b\' Ih.:. loc.;l/ builtlinS code "lid lhe 1'.Ilieul.1r :Ipphc:lIJon. nle dcsi:1l assume/; ilial tIle lop cl ord 1S lalernlly braced b.v lhe ronf or nuur ~hc;llhillg ,mu Ille lWllum chord i.~ r.1lerally bmcld b~ n rigId ~hcall1ill~ nL.1lerl.ll directly attlched, unlCS5 olhelwlse noled. Bracing showlJ iJ; for Llernl ,/;IIJll1tlr1 or compnlh~nL~ membcl'll unly to leducc blld.Jmg Jen~lh Tllis campanellI shallnol be place.d in any elIvironmenl tbal will C.1USC the lIluislurc CUlllelll or Ihe \\'(lud III cxc!:!:c1 J9~ ..nd/or C.1U~e CDlUl!:clor plale currosion. F.abriC':l.lt, handle, insLaIl:md braCt.. ~lis truss in Jecurd."\nce\\i~l lhe f0l111\\ill);: ~r.IIll!.lrds' 'JOINT DfTIAIL.-:', by Tl1lm'i'll, ANslrrrll', 'WTeA I' _ Wuod TI"\I.!;I; Council of America Slandard Duign RC~pUlI.~jhi1l1les. .IIANDI INI; IN.\TAI.I.INCi AND D11.A('ING lvl/fT.\1 1'1-\'1 C ('(JNNJ:.('"J ED WOOD TRUSSES' . (1110-91) Dud 'J1I8-91 _\l'rvlt.I^R\ ,\IIJ;BT b\' '11'1 I1lc fllll'J.. 1'Llre In~llIurc (f1'!) b llJ("aled 011 .~tO /)'Onllrriu Drive, M.ld~"I\. WJScun.sin 53719. 'n1l: Amt..l1e;Ul Forti! and !'OIper AuncL'li..n CAH'.\) iJ; h.....'h:d.ll IIII j'Jlh ."IIC1!I, NW. Stc. ~.I. \Vu:hi"Slnn, lJ< ~0I1..16. , DrwR: C0021 09169-005 'JlUlJ Lru/Ju iu tbu!:JII:d UI.iJfJ th~ tu:' {l-.rh. W(.V Fh":la:>o;:d .. Y!l-'.. =l=tim"Itlo~~:zcr., llirric:ar)".jO:.l8an Lin:! ;; lb Don catf:9CltY = c: Dlcy wgth.. ~.QD.:li::, Bic9 W-l.dth;; 20.00 it M::a11 roof lcigli: '" 12.67 ft. nm = eo lOC statrlnd Q:r-,rm,"",,~ ~ L::ad;; 17.0 p3f --.~~I ..... . . . ..... 10-0-15 SII1I' 3-4 :c 0-4-3_ _ ... ... .... . . .... ..... . . . .... . .. . . ... .. . ... . ... . . . . .. . . . . . .... . . .... . ... . . .. . . OVER CONTmuous SUPPORT TEFl 146.7 Cbk. Dsgnrl TC Live TC Dead BC Live BC Dead I'OVlL WT.352 . ilr.c. 14 , 25.00 psf 7.00 pef .00 pef 10.00 psf .(2.00 psf . ...... . . .. ...... . . .. ...... . . .. .. .... . . .... .. .. . . . .... ...... . .. . . /" ...... . . .... Scale: 1/1iI. c l' -, wo: 6355 Customer Name: WIECHERT DurFacB L~I.15 P~1.15 Rep Mbr Bnd 1.15 O.C,Spacing 2- 0- 0 Deeign spec UBC refl ratio: 1/2010 'TC': 1/240 Job Nallle: WIECHERT url X-rn:: 1.1i'II.,'I' :nt.1~ Wll'!1 1 G- 2-12 llll ~I "'~'u" J . ~"," 2 35- 9- 4 H:.M !.;.!.ill" 1.~2" '!1:: FrnCE 1\XL WID 031 1-2 540 .0' 10 56 2-" - 434 .OS .,. 53 3-4 '96 .OJ 41 ... '-5 -1263 .01 .41 .42 5-5 -Ill? .01 22 2' 5-7 -5527 35 23 .50 7-1 _ -5422 '2 .31 .73 .-, -5514 .43 .43 .8. 9-10 -5390 .. '2 o. V OC FrnCE .,. ''''' 031 11-12 -398 .bo Sf; .56 12-13 1031 .07 '" ..J 13-14 1931 .29 .4. 75 14-15 5172 .40 .38 .78 15-16 4987 3. .38 .77 hl'll FrnCE 031 lim = <51 2-12 -422 ... 6-14 4147 ..5 4-12 -1621 .., 7-14 -20.. ... '-13 227 .10 9-14 222 .09 5-13 700 27 9-15 -324 ... 6-13 -Des .72 Truss 10: 63550 Qty: DrWR: Cvull Uy t 69-007 J 'II' ll: "'.,1 I ~ ], ill ;~~'J IN, .1!.,J: .:"J. J ~ I, _ :b:4 U'l, SD'\fIO'.\R[J 2x4 Jj I. '411 6-14 IU'01:: Vi'JlTS Fm lOl.} w:;ri\J~1 RJJa~r 1111)01. l.n;u..l~ (~lL' 11) lUJ'll"JI '.'IUll!Ud. LGJ.J. lU'cr'l.f\t~ []N,[:J) Cl\I Ullil" ]JJ-Uu:R VN.u~. M IH, In.w:iIlJ ".jllud ..I: I"IIJI lu.uliclll1ll.WIl. l^l :~.4 ,'l,:U)..tUt!l :t.u..w ('lXOIU87001-00l). '.IIHI-ltl\:l~ f'Umm mEIH."ClI.~ Juilj: lU.PU1LH Pbtirg q:.cc : At-ln!IPI - 1995 JI ITS rrsIrn IS 'lIE o:M!03I'IE RESUUl' <F flJUrm:r-: WID Ol.',[S. l'l.l\JUH; mlJJ1J~lMllilS Eh:w1 are lnscd CNL,J' C.U llc Lttl1JC na1:eri.al at each l:eariIg. un.WI'IM'o{TjIH(::) : !J.q_p:nt 1 -86 lh !)..Il..prm..] 'n lli 'lllls truss is ""';~l!I ~hy th. !B:: Cl:d2. .. Hlr.g &clo:::e:l = YI~ 'Iruim 1.o:aI:.iOl ::: 1-10 :1"I:l.Zcre H..u:riC3Jl!'::/O:::ean LU-e '" fu . Exp ~ & C Bl", 1=lth. 50. o~ ~2"B 1", WJ.cl:h" 20.00 it M:En roof l-eiglt."'. ~.'t ft. n:w = eo ..... UCSI:.armrdO:t:t.pan.:y, r:eaa.L:Bd_ 17_0p:sf ..:... ... ... 11,11. WIJJ ...... . . . . .. .. . . .... ..... . . ...... . . .. ...... . . .. .. .... . . .... . .... . .. . . ... .. . ... . 6-2-12 -< 5-11-7 5-9-tL, 4~1I-7 l-11_9 ,4-1-5 $-10-11 ':.. 2-12 12-2-3 18-0-0 22-0-7 26-0-0 30-1-5 36-0-0 lR_o_n 'S-D-" I 2 3 4 '5 6 78 9 10 6.00 -6.00 I .1.5-4 .. .. . . . .... Mt\X IEFI.Ecr1CN (e:p:,ul) . 1/638 1N MEr>t 13-14 (I.IVE) 11" -.56" r:= -.38" T: 93" M7iX IDI.B:TICN (caJ1:) , J.,I449 IN 'IMU-12 (LIVE) IF ,17" D= _11" T= 28" .. . . . . . ...... . .. . . ...... . . .... .. . . . . ="'= Joint l.ccatioJS === 1 0- 0- 0 9 30- 1- 5 2 6- 2-12 10 J6- 0- 0 J 9- 4-15 11 0- 0- 0 4 12- 2- 3 12 6- 2-12 518-0-01316-9_0 6 22- 0- 7 14 ::!6- 1-12 7 26- 0- 0 15 30- 1- 5 826-7-11636-0_0 I . .... . . .... . 9-4-3 10-0-15 smr ...~ :I: 0-4-3_ _ ~4 .6-11-11 ~ 9-4-12 I -4.00 ~ 0-~8 i I~ 111-9_0 111-fl~f1 II J"S~ 12J31/2003j \~)(Pl~' - -; II 12 lJ 14 3-11-9 . 30-1-5 15 16 5-10-11 36-0-0 6-2-12 6-2-12 10-6-4 16-9-0 9-4-12 26-1-12 4/1912002 Scale: l/Bo .. 11 Trus\.Jal Systems Plates are 20 ga. unless shO\.Jn by "18"(18 ga.'. "H"(16 ga.), or "HX"(TI'i}lX 20 ga." posltioned per Joint Report. ,....'.:ccled platef" and fal;;e frame plates are posltioned as shown above. WARNING Rearl nl/note" 1I11lhis sheel nnd gh'e~ copy OJ ilia the Erecting COll/raclor. Thi~ dt.q&lI is fUT .Ul1l1Ul\ ldu.1I11l1ildll1[: cnmp(1n~nr IlOllllL'\S ~.I~lem It h3~ been b:1~ed Oil ~peclfic.lliOlL~ provuled b}' lhe compollelll manufoctuler alll] done Ul i1cC('rd.ml'c \\Jlh rhe 1;\I11Cl1l \.'l"lollln~ of TP].Uld ArPA tlr.~igll slalllllnls, i\:ll It:l;pUIlSibilil)' L~ :L~\lllletl fur dimensiunal accur:u:y. Dimensions are ({} be "cnfkd 11)' Ihe Ctll1ljlUl1Cll1 1l~1I1"f,l~lUrcr :mtlh'T bUlldUlg Ik~iSller prior III r..bnc.llirllJ 111c building designer mUM n.~Lel1:lill tMllhe loods ulrlizc.d 0I11!Jis de.~ir.llllleer t'l C~~(.t11'lC J,~uhllJ; ilnl'n~,-t1 b}' lhe Inc.11 building cude alld Ill<. 1','llCul'T :1pp1ic::Jlion. The d<,-~i&n amllnes thallhe lop cllOTd \.0; 1a1.er.l1ly bfilccd by the t'lllll III nUllT ~hL.\ll1illf. and 111l: bUllllm dll1n1 '" LllerJlly br;!c~~d b};1 I illl] shcalhiu& ll1illerial dm~ctl}' atlached, wllCSli olhelwise noted, nl~CUli ~110\1'1IS fOI LltemJ M11'/,rll1of Cllllll'llllClll!; lnelnber'S UIli}' 10 reduce bud,lill!; length, TIlis t.olnponenl shall nol be placed in any e.JlVlronmenJ lliolt wllJ C111~e the 1l10lhlUre CUlllen! nf tht. \\ood 10 t.\cct.d 19% .llllJ1or COIuse CIIIUlf"Clo! pL1te corru.llon, FllbriCOlle, handle, in~lall and bruce 11th 1J1l5l; in :lCcoul.lllce \\ith Ihe flllJn\\in/= 51,1Jld.1Id~' JOINI DUTAII...'i', b)'Tmsw:lI. '^NMrrPII'. 'WTCA I' _ Wood Truss Conncil of America Slandoard Desi:;n R"f""'iblli"", IIr\~IlI,i~l, i~;'II\I,I.IN\i ^~D OiW IN\i MI~r^I.I'I,\'Ii;(,ON~E\1ED WOODTR\lSsr,s' . (HIB.9l) '\lid 'IiiB.91 S\\MMARY SI1l:l~T' \lyTI'1 llle Tnl\,' I'tlle InslilUI' n I'I) i~ \~.\lcd ~\ "(\ \)'Ol\urri~ D~Vt, M:t~i\.lm, Wiscnn~\n 53119, TIle hlllcril:alll1oreJl.llld .I',lpCI' A'<;MIl:L.lliL111 (,\FI'A) h In.,llcd.ll 11'1 191h .';:lrn~l. NW. Me tllXl, ".~<'l!lIll"n.1J1 ~llO. (, ~ MOSHOFSKY ~"'.i'.""ITRUSS TBF: 91!L2 Chk, Degnr: TC Live TC Dead BC Live Be Dead WT,241 . NO: 6355 Cu.l5'tc:cner Name: HLe. 21 25.00 pfllf 7.00 pef 00 psf 10.00 pof WlECllERT DurFac. L"'~,~5 P=1.15 Rep Mbr End 1.15 O.C.Spacing 2- 0- 0 ne~ign Spec UBe fufl ~, lJ:..;;IiII -r~WIIISI$I~U1J-C""]l'f."''''' , ~44.'i N(ll'l P'lrJ. Df, ("I" 'J'rillp. CD !I0907 _1pS.O Version T6.3.1 .="" 42.00 psf Job Name: WIECHERT lID X-llX: ReAcr SIZE RCQ'D 'IC 2:-:.1 IX-). fll . 1 0- 2-12 1<l.~4 5.50" 1.52" oc 2.4 lH.l jj] 2 29- 9- 4 1819 5 SO" 1.56" hB3 2.,,::4 LI'L SlJ'\ND!IJ\I) IIJ\1E VALLES rrn lao I~ HEl{RJ' 111607. 1C Frn:E AXL INJ CSJ 10..~ fCll.- 10 I~'F rUb \.TL\ll"mt. [(1L l-} . -2262 .N 39 43 nAnN:; B?>.SED Q\l' mr:l H Lil"tIER VA1.lES. 2-3 -1989 03 39 43 3-4 -1900 OJ .J9 .42 4-5 -1238 01 >9 .40 5-6 -1239 .01 41 42 6-7 -901 .00 .41 41 7-1 -988 .no ;3 .53 ,-, 578 .0' " .62 OC Frn:E '.J\.~ :F..'NlJ CSJ 1D-ll "54 ::L6 ,'10 .57 ll-12 1461 12 '0 .53 12-13 1461 .12 .51 63 13-14 1064 .oa .51 .59 14-15 -411 00 .32 32 15-1' -431 00 24 .25 hB3 Frn:E CSI hB3 Frn:E CSJ 2-ll -37' .13 6-13 185 .0' '-ll SOl .22 6-14 -eZl! .77 '-13 -665 .33 8-14 1135 50 5-13 726 2' tl..15 -16M 34 W\X IEFI.B::TICN 1S})'Ql) : r..J999 IN m-t13-14 (LIVE) L= -.12" 1): -.08" T= - 21" 1'N: IEFlFJ:TIrn kmt) 1/999 IN MEM 3..5-1' (LrvE) L= .06" 1); .D4" T= .10" - Joiri: lo:::atia~ = 1. 0-0-0 936-0-0 26-4-5100-0-0 3 9- 4-15 11 9- 3- 0:1 4, 12-8-11216-0-0 518-0-01318-0-0 6 23- 3-15 14 26- t1-12 72'-7-11529-9-4 8 29- 7-11 16 36- 0- 0 ~ MOSHOFSKY "',,""] TRUSS ~rru$"1l1 S\.ICWJ' ('1'1,~r-,C1" H:$ N~rl park Dr..l'.'J,' ~l'rinp.l 0 llll~11 -rpS.O Vereion TG 3.1 ~. Truss 10: 6355C2 Qty: M >lj, bt<ci19 nqrlre:l at mdll=tim sh:w1. ~ &:e ulaJwtrl t~-uls {1XOlOB7001-00l}. l'J.atirg "lfEC . JlN3I/rPI - 1995 'nITS IE3I~ IS TIE crMKSI1E RESl:IJf CF HlUrUIE I..a\D oms. PJ..AAIN3 REQJffiEMENIS EJln..n are baso:1 CNl.N m tJ E truss lrate.rial at each 1:eariry. fi..J._~ 6.J.12 ;;:.~ 5-3-15 6-3-12 6-4-5 6-4-5 12-8-1 18-0-11 23-3-15 29-7-11 36-0-0 IR_f1_lI l~_p_O 2 3 4 5 6 7 8 9 . 6.00 -6.001 9-4-3 7 Drwp;: C0021 09169-006 U!UFT RFPCI1CN(S) : 9.Jflxxt 1 -9) lb "-H=t 2 -'~.11>. 'Ihis t.J:use .lB d::s~U!3iT9 tJ:e lB: O::de. .. Bld:.:J Eh::1cseCl ,. Yea 1'i:urnI..o:atim=ltl~rl!.cre H.lrri.care/CCean I...im .. N:> . E-q:l ~ = c Bl<%J la-"tb. 50 Jlg ti. ~1<%J Wi<il1 = 20.00 it M:an ro:i heigb!: = 12.67.ft, rq:iJ = eo ..:... CB::;Stardard~~P:dtmd= 17.0psf ..... ... 10-0-15 SHIP :r 11-4-.1 3-7 c::::"1I' '3-4 _ :r 0-4-3. _ 2-1 6-0-0 I~\ 1(\.0.n 111 II 12 13 S-8-12 18-11-0 14 15 16 9-.1-4 36-0-0 9-3-4 9-3-4 8-8-12 26-8-12 Trus....'al Systems Plates are 20 ga. unless shown by "18" fl. ga.). "H" (16 ga.), 01" "MX" (TWMX 20 9a ). positioned per Joint Report. Circled p'lates and false frame olates are positioned as shown above. WARNING Read alll/ate.f 01/ this sheet al/d gire" copy ofitt~the Erectillg COlltractor. TIlis Ik~ign L~ fOr:lll lmh\ hlu.1111\\i1dill~ componenl 1101 lIUJ:S ~}'sl~ln 111w be~1l bOlsed UIl speclfil::llJons provided by tlit compolltllll1Wl.ufacrurer and dOlle m m:curdance \\ilh Ille CUrlCll1 \en,jonl' of rPI and AFPA d,'\i!ll sL:lJ1~rd5, No IC5pllJ1.~lbililY is ;!~U1ned for d"une.nsionnl accUl'ilcy, DuntIlSions are to be \'trifi.:d bv Ill~ !:nmp'll1.nl 11I:illllr"t..IUIGI ~Ild'or buiJdlnc dc.\igl1Gr prior 10 f:lbm,\liull, TIlt buildul& ile.ligntr lnusl :U;~I1lIin lhatlhe lrod!; utilized on thb de.;i&n m;el or exceed 111~ l(~llllllli imposed b}' lilt !ocal building code ;uJd the p \11t..uL1r apph~lion, nit ilcsi&n assumes that the top chord is laterally bl'al.etl by llle flHlf or noor ~lh'.llhuI! :\lId the bOlLom ellord i~ LIler.J.\ly braCCiI 11)' 11 r1&ltI shealhinc m;lteriaJ directlyallaclled, unlw olheI\~lse nOled, BIOICUIg 1110\\11 h for Llel.ll s\ll'puI1 of Ctlll1pOllents members nnl}' 10 leduce bUcJJUlC Jen~lh ~1S cornpo~enl 51w.ll not b~ p1:lc~ In any env~Onmt~llhal \~i11 Comse rhe lllnl<I\lrc COlllc.tl! of the \\ond to excectl J99r anti/or Clu.~e COl1llCl.hlT pl:ue Cumlli.IOD Fahncale, handle, IIlslall and b~ce this trt.w; m . :lcconllllec \\Jlh thl. rlln\l\\in~ lil,lIllwrd5' 'JOIN'I DE1AII~<;', by Tl\I.'i\\~l, :\N'\lrrPJ J', 'WleA I.. Wood Trms rOllnd! Dr AmenC'! Slnlldotnl Dc.<1&1l RC.~!1011<lbdili<:$, '1IANDLlNI. INST,\I.UNO ANI) IIRAlI~O!vl1 TAL J'L-\I',E LU~Nll(:n!IJ W?OD'l'RUSSllS' - (BIB-9Il :ll1d. 'HlD-91 d ~W!vlM \In MU:Er' ~\' 11'1. 'Ille Tn"~ rllll.lnsll1l1lc ('11'1) u; loc.iletl~1 ~:<;\ I) ()1\1'fnn Dnve, M..~u;on. Wi"On.~Ul53719, nlcAmc.ncall ForeE! all j..lpcr ,~." L.,rlun 'AI 1';\) if; I."..rul:1f II: I 191h Slr~~l. N\I,,'. ,'>Ie ilf)Q, W...'hin!-Ulll, 0(" 20036, TBP: 93.3 Cbk: DJ!lgnr: TC Live TC Dead BC Li....... Be Dead TOTAL .... . . .... ..... . . . .... . .. . . ..... . ... . .... .1" . . .. . . . . . .. ... . . . ...... . . .. ...... . . .. .. .... . . .... .. .. . . . .... ...... . .. . . ...... . . .... IEXPyS: -f2/31/2003J WT:230 , fLC. 21 25,00 pef 7.00 pef .00 puf ~O.OO pl'lIf 42.00 pef 4/1912002 Scale: J./B- . l' wo: 6355 CUetaner NaIl\fIf WIECHERr DurFac. L=1.15 P~l,15 Rep Mbr Bnd 1. ~5 O.C.Spacing 2- 0- 0 De.eign Spec UBC [efl Rdl:.io: 1/2-';0 'IC': 4'240 C Job Nalile: WIECHERT -- Jo.id:: l..ccaLJ.Q"6 ==== 1 0- 0- 0 2 1- 4- 0 J- - 2- 8- i:l .. 4- 0- 0 5 5- 4- 0 , 6- 9- 0 7 !- 0- 0 8 -9- 4- G 910-8-0 10 12- 0- 0 II 1.3- 6- 0 TYPICAL !'LA'II, 12 n. 0- 0 13 1- 4- 0 14 .. 8- 0 15 .}- 0- 0 16 5- 4- 0 17 6- 8- 0 ]8 tl- 0- 0 19 ~l_ <1- 0 20 1U- 8- 0 21 12- 0- 0 .. 'f', 13- 6- 0 1.5-4 ~ MOSHOFSKY i__'V'ITRUSS . rru~;:'':I1 SystoWJ. C"J","",j" . ~H.s Nl.'rthpnrl Dr . ,....J.. "rtillJ:', ('0 ~l}\101 :~~.o Uernlon Tb.3.1 Truss 10: 6355Dl Qty: 'J(' :~':., 111, 1/1 Jl2 ~\.1 It;L 1:1 au.. UlJ{ ~{.1 I~'L ::;Ii'\tnY\l~J RAlE VAllI:."":1 l-rn lU.O M~~ID'\I~.H P.l:!UU' 111607. l..o3d:;d far 10 !SF rUI-,:uLUt1TJi... 9:I.L. RJIlDm3 ImICN:n toU j(' \!HUl-Y C1I[IlE l..O\l.l3' r..] gahle hra::::i1-s J:n~li.ll:'d l!I :-8" irt.avale.. U e:.q,.x:L....x:l Lu WJJd hut .:qpli,...t Lo fa-.e See ''G:J.eul Glble U.t.,-u.1i;", CIXl206S03S. l'I.,LillJ ~i~ : INn/Ill! - ]99'.) 'lIUS [Ji:3ICN m 1l-F.: C01JU:n1F. RE..'StIiI' CF /'U..iJ'lllli ID'\D (Mm. IrnutG REl;JJIREMENlS sh:wl are l:ase::1 rn:x m tle truss nnl.ecial at EOCh l:emirg. llA1'lID l!ASED CN GREl:N I.l.MBER \IAI.IES. 1 DrwR:C002t09t69-0t t llWJ Ln..u38 ia d::sign~:l ueirg trn U\':' (bj~. l\lc.g D:rlCN..U " Yt:33 'lb.1ss1.o::atial=N:::tWfu1e: 1llrri=/D=u1 Line . I>b Il>o> ~ = C DId; l..E:rqth = 50.(jb'tt:.~-aidi f.h.dth '" 20.00 ft ~ n:oI l'P..ujlT. =. 9."I~ft"; uIiI '" 80 UC SI:a<du.d O:.o.p:lI-.:.y, !lead LOad = 17.0 p3f ... .. 1-~-0 2-8-0 l:'~ 2.7-1) 2-8-0 1-6_0 1-4-0 4-11-11 (1.9-0 9-4-0 12-0-0 13-6-0 6.I,L[I (i-Q-n 2 3 4 5 6 7 8 9 10 11' 6.00 -6.001 J.5-4 8 :;:/'" e~ / 3-8-11 J-4 10-4-3 ~l B 8 C B B B IO-4-3 -- 1.6.11 1:1.(,.n 12 13 1-~-0 I-~-O 14 2-8-0 4-0-0 15 16 17 2-8-0 6-8-0 18 2-8-0 9-4-0 19 20 2-8-0 12-0-0 21 22 1-6-0 '13-6-0 OVER. CONTDnJOUS SUPpORT Truswal Systems Plates are 20 ga. unleGS shown by "18"(18 ga.), "H"(16 ga.l. or "NX"(TWMX 20 ga.}, posJ.tJ.oned per J01.nt Report. Circled clatel'l 'll1d false frame plates ale posJ.tioned as shown above. VV ARNING Relld 111/ 1I0tes 011 this sheet IIl1d g;,'" a copy of i/ to the Erectillg COII/roctor. Thi~ t11.'.~iglllS for an intli\ jtlu,.1 lmilding cUmpull~lllllOr rI1l1i.~ ~.\,~lem, Illws been b.l~etl 011 ~pcclfkallOll5 pruvlded by llle component manufacturer aUll done U1 acwrd.lllce \\I!h lh~ C\llT~nl \Cr~illllS ofTPI and AFPA dC~ISll ~lJ.nwlld5, Nil w;pollsibllily is assumed Ior dimen~iona1 accuracy. Dunensions are 10 he verined hy rhe cOlllpun~1l11n.111l11,1l:lnrcr and/or huildm~ dc~i~llcr prior 10 f.lhlk.llhm TIle buihlUli dc.\Jtner lOus! oscerwin lha! !he loall!. uhlized OIl t1UJi desitll meel tlr c'l:cectlllle "",,'ing imposed by the loc:ll bUlhlins codc;md Ih... r,llkuL1r ...ppliCillioll, The dc.~i&n .usumcs Wllhe lop chord is laleraDy bmced by the roof or fillor SJll..11hil1& 8iId lhe bollom cllOnI i~ l:llcl'3l1y broccd b) ;! ngltl 5hea1hin& \n.llel1al direclly onaclletl, unless olhClWise nOled, Br:u:in& .hUMl 1\ for klh:r.l! ~'IPl'llJ1 of compunclllI: In/:mbcn; only 10 reduce bucl..ling kna1h This component shan nol be placed 10 any environmeullhat will caIL~C Ill':: l1l11~~lllre CUl1l'::lll "r lhe wood 10 e:loceed 19~ :uld/or ColOse CUIUILClnr plale CUlTo.~Hm, Fabricale, hantlle, iru;l.:J.n and brace lids l.run 10 ;\CCl,rd.llll:e \\ilh Ih.: fulll1wini! M.llllWl ds, JOINl DCT A11-"'. hy Tl1Is\\'.t1, 'AN~lrrPI I', 'WTCA I' . Wood Tro.l;j; Councilor Amerlea Slandard D~i&n Rel;pl\Il'lhiJili.:~, '11/\NDJ.INli IN~'I^I.I.IN{i I\ND IIRM~INl, ME1AL I'I.,\JI.CONNEC-rrm WOOD TRUSSES' . (1T13.91) and '1113.91 M 'Mf\'I/\!\' ~\ H.I', I \'y T\'1. .n,\: '\ [\L\.I\ \'\.\\( \\\~\\\\\\e C\ \'\1 i~ \l'{,\\Cl' :1\ ~~.\ ll' n\\\\I,in Dri~c.. MJuhOI\, Whco\\sin 531\9, 'n\t Am.:.m::.an Fl>rcs\ :lI\d 11l;.lfl~r A$Hlti.llillll (.\I:l'A) i~ Im.ll~d :\11111 \9111 Slreel. NW, SIc t/LXl, W.t\ilill~IUrl, 1.>" 200;16 1-6-0 TBF: 31L 7 Cbk, Dsgnr: TC Live TC Dead BC Live BC Dead TOTAL , WT: 87 i #LC. 14 25.00 psf 7.00pef .00 pl!lf 10.00 pl!lf "'2.00 pl!lf , ~ @lireS.. \ 4ft 912002 Scale: 5/1'u . 11 WO: 6355 Cul!ltaner NaIl'll::!: WIECHERT DurFac. 1.=1.15 PEl.15 Rep Mbr Bnd 1.15 O.C,Spacing 2- O. 0 Del!lign Spec use I:'efl Rat.l.O. 1..v'24o 'IC: 412~ Job Name: WIECHER.T Truss 10: 6J55C5 Qty: OrwR: C0021 09169-009 7 no j;.U'C . J 0- 2-12 '2 35- 9- 4 Wi'\l'l' ':1"1': I!d:! ','.0" 1~1l ~ !.>u" 1-1-\J'!1 1.'.1" L'~l" '1l" L.] ]101.1/1 ]t' ::"1. In. III :1..'_'1 J ~'L II I 11-13 \'iEB 2::4 filL Sl1l1\n.YlhU ~:iI IH, fit 15~7 \>It'lll: ~':r. 1~'1. I:~ rum,: VJ\llJ:.; ltll Lon ]'J':~7\I;nr IllJn(f' Il1fjro. +++++.-++i+II++...+++++ Ull-est.r.u.lai l:onz. 11, cEOe::i.1Cll '" 35 in .. .. .. .. .. .. .. .. .. .. I I .. .. .. t t .. .. .. .. .. M W~) 11l1C..'JllJ ltqW.lfj .-llta:.Jllcc,lLlu! /31.n...'l1. l^l :h. ,11- llrlu,l rl~.1I1u I'JXOIO/J7lH"Jl-00l). I'l..tHY 1Jl..:u:.' : I\NJ1/11'l - 1;~5 lHTE: [EBlCN IS 'HE CIJ'v1R:El'IE Rall.rr' Cf' I'U.:rrfn: HM O\SES. l'tl\lUN''; HlJ..umU'lJ...NIS clLW;l =~ uuJOO a>n.N III lJr. Lll.lllU 11l1h....j;~11 ,,11. ~.odl b.~.u-ilU. lu;rld (U!." lCl InF ll:.n-CULUnert. 0ClL. ltAToo BJl.SED CN rnEEN IDBffi \TAIllS. UI1,WI'W'1'C1'lLl'I(1I) : :}.nnt 1 n ]11 :cltUXl!l 2 -'11 lb nUs I::tuss lB cbJi~.~bir9 tl e UC Cb:b. .. Blr:g ilrlc::oed ;; Yr;E. Tnlulllrx:al.icll" ~<<:l~.lk::ll~ H.u:rlcaue/Ch:.:m Lire ;; !'b , EY.p Caleg:xy '" C Blo%! Lamb = 50.00 ft. OJ-o%! Width. "'.00 ft Meal1 ttaI ~gH: ".:fl!~.ft, liP! '" eo . . . . . lOC Stard:u:d O::cup:m::.y, tsid lcOO '" 17 0 plf .. ... ..... .. . 1C = "'L fN' cst 1-02- -2806 l~ ." 53 2-3 -2778 '" .~ I ." J-4 -26e8 (f] ,. .53 4-5 -1875 .00 .46 50 5-6 -28q8 00 .39 41 6-7 -2e.SO .]2 25 .37 7-1 -661"1 .6' .20 .M 1-9 -670' .65 35 1 00 '-10 -7256 ,,54 06 .57 B:: '= Xxi. au cm 11-12 2428 "' .45 .67 ... 12-13 1959 .17 A8 65 13-l4 1659 19 .DO .27 14-15 6076 73 .n .86 15-16 6M4 .02 13 95 16-17 6834 .02 .12 '" "'" = "" """ = CS1 2-12 -32' .06 6-14 -239 11 4-12 667 .30 7-14 -4174 97 4-13 -623 .65 7-15 4103 .67 5-13 257 .10 9-15 -52! 16 5-14 1!l36 .01 9-16 57 .02 iirIx rERB:I'lrn (E'f\:'Ul) . IJ40l IN MfM 15-16 (LIVE) IF -1.06" IP -.72" ~ -1.79" = JOlrE. I.o:.::abQ"lS = "I 0- 0- 0 10 36- 0- 0 2 6- 2-12 11 0- 0- 0 3 9- 4-15 12 6- 2-12 4 12- 2. 3 13 16- 9- 0 S 18- 0- 0 14 22- 0- 7 , 22- 0- 7 15 26- 1-12 7 26- 1-22 1< 30- 1- 5 ! 26- 7- 1 17 36- 0- 0 , 30- 1- 5 .. ... . . . . .... . . .... ...... . . .. ..... . . ...... . . .. .. .... . . .... . .... . .. . . 6-2-12 5-11-7 :;-9-13 4-11-7 . 6-2-12 12-2-3 IS-II-II 22-11-7 , lS.fl.O I 2 j 4 '5 ~ 5-6 4-1-5 ,3-11-9 '26-1-12 311-1-5 l~-n_n 6 78 ~ 5-10-11 36-0-11 .. .. . . . ... .. . ... . .... ... . . . . 9 10 ...... . .. . . .. . . . . ...... . . .... 9-4-3 9-4-3 SHIJ) 5-7 5-7 :J:: __ 0-4-3 3.5-8 I 11-4-3 4-10 4.00 I I -4.00 Y.4.l2 0-~8 1l'l.C,LIl , 9-4-12 1l\-11~f) 11 12 13 14 4-1-5 26-1-12 15 3-11-9 30-1-5 16 17 5-10-11 36-0-0 \ExP ~ 6-2-12 6-2.]2 JO-6-4 16-9-11 $-3-7 22~O-7 4/1912002 Scaler l/B" _ l' Truswal Systems Plates are 20 ga. unlez;:l!' ahown by "18"{18 ga.), "H"(16 ga )4 or "11X"(TWNX 20 ga.), posJ.tioned per Joint Report. Circled p'latea and false frame plates are posJ.tioned as shown above. WAR^/ING Reat! allnOle.< 0I1lhis .<I1eel alld gil'e a copy ofit 10 Ille EIUlillg Contraclor. TBP, 109.0 This de.qgn is fllr:Ul uldjVlllu.ll bullLlillg ctlJllpOnCllIIlOIIJ1l~ ~plcm. II MX been b:J~cd ullspcdic.\lioll.l provided by lhe component manufaclUrer and done Chk.: In ;ICLllldancc \\11h Ihc LUn~111 \'::I~ItII1S ofT?1 .Iud ArPA d~~i!n sLlIId.Irw.. Nfl l'::spol1\ibilil) h .1.~suJn~il for dml~nsional accuracy DlIn~nsiol\S arc 10 be verHi.::u by [hc CUll1plll\cnlll1,lIl1lrncluler .1lIil/or buildllli: dc.\igller Plior 10 f.,blk.,l;u1\ 111.:: boihlillj; lle.\lJ;;llU most ascertain lhal lhe ]o.lds utilized on Uli, Dl!lgnrr ue.~\&1l meet or exceellllle 1.\IIII\1g impo.~cll by lhe local buihlll1g coLic .U\1l the Il1lituLlr OIpplicalion. I1lc desii,ll asromes lhalthe lOp cllOrd if; laterally bme..1l b}' 11,e mof or nUllr ~h.\lhillg unLllhe bullolU cllllrd ~< lOlter.i1I}' bran'd hya ngllJ ~lH:.ltlIUli m.ltdial directly llll:lched. unltEI oU,erwhe noled. Br.lcini S!lllWI1 is for 1.11ef;i1 511/'1'1," of cllmpullt.llL~ membcfl1 only to rcduC'l: buckling kl\~1b, TIns compunenl sh:Jlluot be plac.:d in allY environmentlllal will c:.ll1~C lhe llllllstnre C,fJlll(nl ur lilt \~llllLlIU exceell 19% :mu/or caulie CUlll1l'llnr pLll!: 1..0rrUSioll. r~bnC3.1e, 11.:U1dlc, install and brace Ibis tn1Js in aCCl1ltllll('C \\nh Ill.. ruU,,\\im: ~l Ultllfll~: 'JOIN1 Df.1AIU,', 1>... Tm~""'~I], 'r\N""I'l'1 J', 'WfCA I' _ Woad Tru~~ Council of Ameri(;:l SWld;.rd De.\I~n RCS\1\ln~l\lt\\\i"'sl HMml.Il\1 i IN:i \ r\\'\ ,IN~; r\NU l\\iJ\\ IN~, \'I1I.l^" \'t.\ I't. n.1NN\~n I~U WOOD 'm\Js~r.s' . (HIU-91) ;md 'Hm-91 Be Dead ~\Ij..llvl^\lV ~\mll'l";w '\'\'1. 'flit '}'fI.\.' 11\',1t \1l~\I\\\1c (\'\1\) i.~ \IlC.,IW:lI ~~1 \)'O\\n1n~ DtiVl:. M:ldi~lln. Wiscllnsin 53119. TIlt hllltrk.a\\ l'orul.U\d .. TOT~ I';I~Cf ^,,~,,_i.lhl1n (AI 1';\) i.l"Lo,rcd.1I II: I 1<)[h l'ilr\:el. NW. .'>Ie XI_l, W.l'~HI1~[UI1, 1..11 _0016 ~ MOSHOFSKY :~___,TRUSS WT,269 . wo: 6355 OJ.l!l~aner Name: WIE=T DurF~c. L=1.15 P=1.15 R~p Mbr End 1 15 O.C.Spaaing 2- 0- 0 DCl5ign SpCQ UBC I ~ Ratio. 1J240 'IC;... ~ iLC. 14 25.00 pef 7.00 pet .00 psf ~O.OQ pef TC Live TC Dead Tni~\lIllJ Sy'lcnl~ - (""IM",l,. ~H.5 N(lrll1pnrl 0. . {""I,' "I" "''-'' nl :.'\)\1111 Be Li\f1!l 42.00 pl!lf ~iTF?O Veroion T6.3.J. Job Name: WIECHERT . == Joint I.=1.t 1 a r, ==:--: 10-0-0 ]tl ll~O.O 2" -1- 4- 0 31 1. t)- 0 3 2- 8- 0 32 ~- 8- 0 4 4- 0- 0 33 4- 0- 0 5 5- 4- 0 31 ~- 1- 0 6 ,- 8- 0 3S G B- 0 7 -'-0-0 Jr:. l.\ 0-0 . 9- 4-15 37 ~- 4- 0 9 10- 8- 0 38 10-!- 0 10 12- 0- 0 - .;39' 12- 0- 0 11 13- 4- 0 ~O. D- 4- 0 12 14- 8- 0 4J J1- 1'1- 0 13 1ft- 0- 0 42 lr.- 0- 0 14. 17- 4- 0 '13 1";- 4- 0 15 11!- 0- 0 il4 18- 11- 0 16 18- 8- 0 45 20- 0- 0 17 20- 0- 0 4~ 2]- 4- 0 III 21- 4- 0 47 22- 8- 0 19 22- 8- 0 415 2,1- 0- 0 20 24- 0- 0 49 2~- 4- 0 21 25- 4- 0 50 26- 8- 0 22 26- 7- 1 51 ::~- 0- 0 23 28- 0- 0 52 ;:'l_ 1- 0 24 29- 4- 0 5.3 30- 8- 0 2S 3D- 8- 0 54 32- 0- 0 '2' 32- 0- 0 55 33- 4- 0 27 33- 4- 0 56 34- 8- 0 2! 34- 8- 0 57 36- 0- 0 29 36- 0- 0 1 VPICAL 1'1.'\ 1 E 1.5-4 ~ l-10SHOFSKY .~"'''''ITRUSS Tm\~~,~l;~~;el;r~.'t::;l:~lSI'rjl1l:" 1'0 :\11'1117 I .:Tp~s.o Verl!don "1"6.3.1 Truss ID: 6355C6 Qty: 'Il~ ;~.4 In. In oc ~';4 IH, lI1 em.. BIJ{ 2/.4 lfL S\Jl1'lLW'D ILUE W\1lJ:S rrn Ian ] ~ RErOU' 111607. l.c:nd=rl far 10 mF 101 ll.HJ..tnut" fGL EUllP11'G u::ma.u,;n f'lJ;r v'ER1FY {j'IJj[r: lCW.t.;! 1+) gable hr=lllJ In.,uHd f,,1 58" illtav.Us, if ei'=I.=-.e::l to....".i.n:l lenri ~lied to face ~ "C:O'el<'ll Q\h1~ [l ~."lUB I, Cl"'"020GSOl5 1'1~Lng ~;:cc : l\HJI/l'PI - 1995 111m le-Hel.t m lIE W1EQ;f1E HESWJ.' Qo" /"ll::l1llE lO'ID rnsES. [Jt7mlN:; REQ.JIlID'mIS sh:r.t.n are l::esed rnrJ{ (~I U..-: LIU'T, llater:ial at EBCh kear:inJ. JH~l'm3 PMl']) eN rnEf.N ID1I~R VAllES. /-I.t) 4_').') ~ ~ .I.flll ~ ---I ----< --------i 104./1 ,-4.11 !i4H /.l-4.JJ /7-1tJ 21-4.0 ,. 1~_n_11 / , .' , .. 6 7 , 9 10 II " /.' 14JJJII 17 ~4./J-0 25-4.0 2!}..4.{J 1 Jl_n_n 1& 19 20 21 22 2.' 4.00 .13-4-0 U 2J 26 2721 6.00 -6.001 9-4-3 ,.AI: . _ :J: 11-4-3 111_11_11 14.(l l-J.(l ~Q Q " ~ )1 ~ i7 ~ ~ ~ ~ U 4011 ~~4(J.f1 f.J-f) 9..,f.{J H-4/) {7.4.y JI .u 41 41; 47 4& ~4.f)'(1 2J-4.0 2S-4-Q 52 5) 54 51 51 4.0-0 3_1-4-0 .49 50 51 4.0-0 29-<1-0 i DrwR: C0021 09169-010 1111S l:ruJ::a in d<:~:a9l-.e:l UI;J.rg Ue w:: Ctd.. Blcg Eb.::-lcse:1 = Y,!! . TI::u.ss L::cat.icn '" b!n. Zcre l-lrrricare/O:..e.."'lIl '::= i.'b E'"..:p Cll.€gOty = C 91c9 le.rgth '" ':l0.00 ft. nii9 WJ.cl-Jl = 2.0.00 [L Meail rmf l~iglj;.V -u.~" ft, nph c 80 U<: stamard c:>=.p=y. p,ad lcid = 17.0 psi . ...... . ... .. . .... . . .... ..... . . . .... . .. . . ..... . ... . .. . . . . . .. . . . . . .~.. . . ... . ..... . . ..... . .. ... . . . .'4 /::;::.;O:-~ .....-;'\ N_~ ::;:1"'[ "f~ ""'."""~~. l_.l-_l ::c _. ~-.' 0-4-3 ...... . . .. ...... . . .. .. .... . . .... .. .. . . . .... ...... . .. . . ...... . . .... 9-4-3 SHIl' OVER CONTINUOUS SUPpORT Truswal Systems Plates are 20 ga. unless shown by "18"{18 ga.), "H"(16 ga.), or "MX"(TWl'tX 20 ga.l, poe~tioned per Jo~nt Report. Circled p'late!;! and false frame plates are positioned as shown above. WARNING Read allllale.. all 11Ii.. ..heet alld g;,.c a caflY af it to the Erectillg COlltractor. '!'BF, 14S. 3 TilL~ t1;,;ipl is fur an illl/h'ltll1;l! hllLJdmg l:Olnp\ln~nr nolllll~~ srMem. H has b~LIl bOIled 011 specilic;llions provided by lhe componenl rnanuf:ilclurcr and dOlle Chkl Ul ;lCCl.lrd.111Ce \'ilh the CUIJenJ n:r;;Jllll5 ofTPland AFrA de.~I~1l sbnll.1rd5 No ru;poll~ibiliTy is .1~lumed for dimensionnl accuracy, DimCJ1~jon5 arc 10 be velJrieiJ b)'lhe Ctllllpnllelll 1I1.1Il11raCrllrer anti/or building tlc~lgJ\tr Plior to r.lbnr.lIltm. Illt bllillll1l~ desiJl,IlCr mw;t :l5cerlall1lh:lllhe loads UlillZed onlhiJ; Dsgnr: design met] or cxcectllhe !lJ,1IhnS Impu.~~t1 by lhe [oc:\] bUlhhll~ colle .I\lll Ihe ]l.llicul:.lr .1lJplic:llhm The t1esiio assumes !h:ll lh~ lop chord iI: laterally TC Live br:lccll b} Ihe roof 11r nllllf ...h.'..'lhinJ:, anlllhe borlUm dl0nJ t~ 11lcrnlly bmccd "ya lif,ill sJlc.:lthmj; !rolcrm! directly atbclled, unlw olherwise unled DI',I&II11:. Iibll\\'l'I i~ for lller-al '''11'111'11 of ttlmplll'lCllL~ member/. on]} 10 u.lluce bllclJin~ lcngtll. l1Ji.s compoll~nr ~llall n01 he pL1Ced in any ~llvirornnenr lI~t TC Dead wll! C;Juse 111e 11I0ililllre CLll1li.'uJ IIf the wUIJI/lo I.~ce.,d 191r ;mlllor C.1IL~': &Olllll&lnr pLIle corrmion r.abJie.\lC, lL.llldle, install and brace Ibis truss m BC LiV8 ,lcl.llnLUlLl: Wllh lh,-. rlllhl\\iuJ,! '1.11rll.lrll~ 'JClINT l>I~r^ll~"', h}'Tnlm~ll, 'AN\lrn'I ,'. 'wrcA \' - WnulI Tnll;s Council of Ament:.:! S1.1l1d.1rll De.~i!.n RC~\"'1ISi\"\111C!. 'lliINIlI.IN1; IN"',II.IIN\\ I\Nll \\Ivll'\~\i M\:TM.I'\ ,I I'h Cl)NNI'~1 hD WOO\}'! ltUSS~' - l\l\U-91) .,d. '\l\U.9~" Be Dead SUMMARY ~Iml\'l' \)\1 '\ I'\. 111~ 'I'nl"'~ 1'1.lle hL~\iIUIc. n I'\} L~ \LK.lled dl.'\~ll) (1111\(nu Dnve., M;!dl~rn\, W1SCO\LSU\ 53119, The Amencan PorCiI al TOTAL .....I"~r .wloci.""n, (AI 1';\) p. 'Ilt.I,.d;u r J' I l<J\h Mrct:l, NW. I'll' ~r.(j. W.L"IIIl~rllll.))1 2lJllJci. I WT:349 . iLC _ 14 25.00 psf 7.00 pl!lf .00 pd 10.00 pBf 1.2.00 pIJf 4/1912002 Scale: l/Su c 11 wo r 6355 Cul!!ltcme:r Namel WIECBERT DurFac. L=1.15 P=l.lS Rep Mb:r End 1.15 O.C.Spacing 2- 0- 0 Deeign Spec UBC I tefl Rabo: 41240 'IC': _~~ .. lob. NaIM: WIECHERT '"'' X-EO: h~ i"t.'l' :1111:: I~'ll ,,1 6- 2-12 200S ~.511" 1.7/," 2 35- 9- -4 1424 5 SO" 1.52" 11:: = A\'L 1N) CSJ ~.2 540 .08 -,. 56 2-3 m 05 '" .53 )-4 496 03 'll .44 4-5 -126) .OJ .41 .42 S-6 -1117 01 n 24 G-'] -5527 3< ::~ .50 7-' -5<122 .12 31 73 8-' -5514 1) .'13 86 9-10 -5390 ." ..2 .86 . . B:: = A\t. FND CSJ 11-12 -398 .')0 ~.(, .56 12-]3 1031 .07 '" .6) 13-14 1931 2~ .,. .75 14-15 5172 .0 .)8 .7' 15-16 4987 .39 .)8 .77 "'" = CSJ 1"" = csr 2-12 -422 .08 6-14 41';17 .65 4-12 -1621 .M 7-J4 -216 .04 '-]3 227 10 9-14 222 0' 5-]3 700 27 9-15 -324 .04 '-13 -13e5 72 !I,11\X r:EH.EJ:nCN (sr\~l) 1/6). IN MEM ]3-14 (LIVE) j" _.56" ]). -.J8" To - 93" Ml\X rEFIB::TICN (calX) : 1/... IN MEM 11-12 (LT1!El j" .17" ]). 11" To .28" . -- Join: l.o:atia-e ____ I 0- 0- 0 , 30- 1- 5 2 6- 2-12 10 36- 0- 0 ) '- 4-15 11 0- 0- 0 . 12- 2- 3 12 6- 2-12 5 18- 0- 0 13 15- 9- 0 , 22- 0- 7 14 2~- 1-12 7 26- 0- 0 15 30- 1- 5 8 26- 7- 1 16 ]!i- 0- 0 ~ NOSHOFSKY I'V''''V'I TRUSS I .'", 'S C 1 " I '~.f'i~'~~~~r'rDr.:(:;:i:. ~l'linj:J. ((l 809[)1 ~Tp;>.o VernioJl '1'.3.1 'W .~'.'1 In, III IX.' ]_':4 1..,1, III 2Y.b !WL S'3 101-16 WEll 2:~ I~L SV\I'<nJ'\RD 2.-::4 IH, III 6-11 nJ"I:IE VAllL'3 rrn lUt) Rl~.>Ei"'\FU1 HEJ-a{J' 1I160"1. In"'ld:rl fat: 11) rsr lU I fl.TUUTt'lll LaL FI..A::I'llU Il1\SED QoJ CH.Ul lil'lBffi VAI..lES Tnrss 10: 6355C4 Qty: Hj) 1n."C:U~J l~J..ili1:rl at each lo.:atial .clcwl. ~ :::...e r;L..,IIJ:fiI:d d~ (TXOlDa7001-001). ..[IMJ=P.l.1\1E M:NI'KR tBED-See Join: &p::2rt** rlatiJ 9 Epee: . JlJInI/I'PI - 1995 'lilts [JEleN IS lIE C01ID3llE RESlJ!..:l' CF H.l1T'IHE WiD CASES. ll.l7\RIN3 RIUJlRi:MENlS E'h:w.l are l:ased CN1l 01 t1 ~ l:ruSG trat.erial at each 1:earir:g. 6-2-12 5.1 '.7 ~l)..:lL.; 4~O-7 ,3-11-9 _ 4-1-5 5-10-11 ---1 6-2-12 12-2~3 IS-II-II 22.0-7 26-0-0 30-1-5 36-0-0 1"'_11_0 lS_.Q_O 2 J 4 '5 6 78 9 10 ~ -i.OOI 3.5.4 9-4-3 3-4 =<: 0~~-3 cY 1 , .4 5-10 6-II~lJ r I~ 16~1,l_1I 4.001 I -4.00 1J:iI:fZ 9-4-12 ,tl~lI.n II 12 13 14 3-11-9 30-1-5 15 16 5-10-11 36-0-0 6-2-12 6-2-12 111-6-.J 16-9-0 9-4-12 26-1-12 Trus\\'al SystemB Plates are 20 ga. unlee.R shown by "18"{18 ga.), "H"(l6 9a.). or "MX"(TWMX 20 ga.), posl.tioned per Joint Report. ~~r;1~~~lates and false frame ~lateB are positioned as shown above. W A1(J\' 11\;& ReM al/ I/oles 011 lhis sheel al/d g;,.c a copy of il 10 Ihe Erecting ConllOclor. 111is d~SI.!:n i~ f[lr illl im)i~ Idl~llll(l1rdint C'omplln~nlllDlllll~~ ~)'Mem. 11)11~ be~ll b:J~cd nn $ptciFic:.:Jlioll' proVJded by [h~ compolltnlmauufaclUrcr and don~ in acconl.ll1CC \\iUllhe curr~'l1l 'cl~illll~ 0[') [>1 .mll AFrA d~~lgn 11.111d:1nls. Nn ropOllSibllil)' is as~umed for dimension.alaccurncy. DimensioWl.arc 10 be vc.nntd by lhc cl1mptl!1~lll m.,ul1f:tLIIU er nud/or bui/dint de-'IAlIer prior 10 f:Jbri, :;lion. 1111: buildiug de-~j.!:l1cr mUll .ascertain tll&llllle loads utilized on Ibis design meel or l"\C~etl IhL 1.\I<lmJ: il1lp.l/,ed by tllC ](}C,,1[ bmldiug code .md Ill\' P,IIILuI.1r :;pphc:.:Jliun. TIle dc~ien :JS~umCo'i !hat the lOp CllOrd il; 1a1~rany braced by lhe ronf t1J nUllf .~hr,'lhinlil and the bllllOIll chord L\ Lltemlly braced h~ II ngld shealhill& nwl~nal directly armched, unlus olll~lWis~ noted DfilCll1~ I>hOlm I~ for Lt~,.l] ~1Il'J'1lJ1 of CUmpUllel1L~ mcmbers only Iv udu~ budJU1& ICIlIil'II, This componcnl shallllot be placed in any ellvirollm~1I1 U\.31 .....111 c.\Il~1': the mlli~lure l,.unJe111 ..f lilt: wood 10 c\ce~d 19% .1IIdror C&ltlse Cllllllcclnr 1'1111': corrusilltl, P.lbricalt, handle, install and brn~ rhi; lnw in .lcconLmcc \lilh lhe fllllu\lill!, <1.ll1tl.lltlS: 'lClI"lr Dr.TAIl...f;'. h) Tl\I~wi\l. '1\N,lolrl[>II', '\VIeA J' .Wuod Truss Council of AmeriCOl Slandnrtl DesiAlI ReSpl111SHlllilieli. '11.\NDI.I!\!t; IN"'I,\U.]NCj AND IJlI.AC"NG Mfi'jAJ.I'I.ArH CONNliC'TED WOOD'fRlI.,>sr.s' _ CIlID-PI) Olnd 'H18-PI SlIMMAR\ "111.1:"1 Il\ n'l 111\' 1n". J'll'~ IllSlilUlL (f1'11 il: JUI..,led ,II .~I>J I) Onnfrin DrJ\'t. M,ldi.un, WI!COllsin $3719 11le^m~ric.lIl FurCllI,I,11l 1'.II'''T Aw."li.'li"ll 1^II'.\)" t",.lh:d.n II I I 1\1111 .~l1t.C', N\\', "'t ~I.l, W.,.hinrIUI1,11C 2WJCi 3-6 3-6 O-~8 , I~ '. 5 Orwg: C0021 09169-008 UIU!.T __TICN(S) , St'RXJrt. 1 -122 1b _ 2 -i'o~ 'Ihio tiuss lS <hO.grB! u>Oil'g tJ" lOC ~. .. Blq, E>rl=:rl = Y3. ... Truss l..t::cat.lal = M. Era m:e :1_:__/e>=n J..u-" = lb. "'" ~ = c BldJ I..m:rt:h = so.ll()eft:t lB1cY Width '" 20.00 fts . .. . M:2n !:o:if h~Lglt. '" 12 61' ft, nIh = 80 .. UC .'Jtard:u:d D:o..paz~.r\'a'i I..md = 17 . 0 paf .. ~ . . ... . .. ... . . . .... . . .... ...... . . .. ..... . . ...... . . .. .. . .".. . .. . . ..... . ... . . .... . . ~... .... . . . .... ... . . . . .. . . . . ...... . .. . . ...... . . .... . .... . . ... . 10-1-15 SfIIP =<: 0-4-3_ _ 4/1912002 Scale: 1./8u . l' TBF, 99.S WT:244 . o,k, Dl!Ignrl .LC . 21 r TC Live 25,00 pef TC Dead ?OOpef Be Live . 00 psf Be Dead 10,00 pl!lf TOTAL 42.00 paf WD: 6355 Cu.l!ltcmer Name: WlECBERT DurFac. L=1.15 P=l,15 Rep Mbr End 1.15 D.C. Spacing 2- 0- 0 Design Spec UEC reEl Ratio: 1/240 'lC: 1/240