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HomeMy WebLinkAboutTruss Designli l-,rn¡¡¡ lypr nodSod ru Ër¡l3rz5 30lã 4t4¿- M-- 1tl-- 1 3 h1{t= ,1.2Ttl-1¡ ¿&a --ôô= acrþ' lf92 -þ e.o[iã 516 = 10 5¡6= lrû //ã {06.t 7 É t 17 fl'- t6 tHt-6m1iEú ãÉlt LOAffi(pût)TCLL ¡l{to (Roof SnoF4{1.0}ÎCDL 10.OBCU. 0.0' ure-ÎoPcflmf) æsPF r050F 1.5Ê 8OT CIIORD æ SPF l6{lF l.S'E @¡0f 82,8i1: â¡l SPF lGft 15É 4ú= 4 15s:\ I ?ro= ¿lra È 4,ú= 11 g 11 4r¡l:\12 ùáfi t-l4 31{}4 rL^rE8fiÍin ORP 19.7t114 Wo¡gl¡t 19{b FT=2fJ.9É, úG{X)æ$¡r¡ns. N'EF T(PCûÍ)f,f) EOTCfl(nÍ) SÛldrdd .n ¡cøûo fli û. ãh5 hbítu Rctlmdd Corþr¡tu R:i{úL11 -1 Jd nñ¿10¿úd rsftr€oood û WEBS RE CnOt8 (åt¡b) r9="3{{yf}5€ (íû¡.G}14), 1:l4f{V06.8 fdn.O'3-lt} Måx tb¿19=r29GC rt) riþ¡Uprfi9+344LC l0), 13Ê€4{tC ll) Mð( Grsy l9=¿,lS(LC m} 1ij.4.1ü(Lß nl FmGE8. (b) - lþr. Coílpn ü- Tcl. - A¡ ftr6 250 (D) or lo øoept rñrl r'ffii. TOP CHORO 1 -21-&lU1gt1, 2-21.{1ü1íl/ll}., 2-þß8tZl+9, 3,1*tWã21, +2241ætXl87. &22*1?7 W, *ZÞ-142J64 ÈAÞt1æltl., ç2Þ1 1æt 11 l, 7-2Þ142181, 7-É*131u91n,8.25:1€139fi47, E"€Þ-lüB/A:lll, }.10È109812ì743, lG26--5f0t3¿16,tt&&ü1ß1 BOTCH(n[' r-ãÞ120t|fi¡t, rg-ãÞr2o$Elt, 1&lÞæ'1?,'Ð,17-lþ-24ß0{1216, 1&17=.t0s/1341, l+l0e.a&tl34l, 1tb15c-2&1215, l3-l/t-ærlã0, l2-t3-tãnÃþ, 71-1Þ1M37WEBS 0-1Þi¿:6llt5,..7-lÈ-44417.74941üÍI'1,&f5*{5/r8ü},8.l4=-11Élll4 Tl¡Þ{a/1t05, gttÞ1írglæ" ll}t3*t¡lgl/E E, *1Þ'ory$|, *1'I4f1184, Cl7=-ılûtl8E3, +1E31 f ä1150, $10É120/1305, S1Þ1tíæ,192, 2-19Ê-l¡t8{y658 f,orEÈ l)Wird:ASCE7-lqVr#115rrÐh Vd4lrrpl¡ TCDL4-0grt 6CDL={.0pûû h.25ft G¡L 0; EpC; È. Énclcs( fftYFRS (ürr€lopo} and C-C Erd€rior{z)aË cerúlov€rldûrd ûû,tdp6€d; €fi!v.tfc.l btl ild ¡il*oryo¡s¿f4brn¡nùæand broæ û fflYFRS ftr rcacliolrs ¡ñosr; Lr¡tbtfr,OL=t.(X, phogrip t)Cl-=l,{þ 2) TC["L ASCC T-fO; Pf=.l0.O paf (lat ref rrnal C¡bepry 4 E¡ç C; Prt*y Ep.; 4p1.16 3) Ltnbdand emw hd¡ hlr ùrdr cil¡¡rbc.t ñr thã d.dgn- ) PÞlæ clrodcrl bra pt¡r 6rtir: 5 órelÇ rülim.boüt ¡b ocrbr. 5) Thb tü¡r h.r bodr d€û¡gnüd h r 10.0 púl bolbn öod h'8 los<l nanøne¡mnû rriür oñy oüþr $ìð þ.dr. 6) 'TñL t|r¡ ll¡¡ bcott d6lgn d hã ¡lð loart dãt oprlo¡ üc ùdorn cñoftl ln .il sfræ írhorê a 'rcûmgþ 3.ô{, blt by 2{X} $,iô will fit bolrËn üe boüofir dud aJd ery dnr marûers. fl Ponirl(tmrdrellcdø¡:ctonOyol¡¡rlof lnrsbb.rirgÊóc.ptacddüLrlrg foobW¡ltdifn(sro¡r€ogl(¡t=ù) 19c3{7.1W7- 8)lhbtruoe bdcdgrrrt 3lúdf¡dAt\tsfTPl l- tPÆre 2M Plde Grþ IXX. 1-15L{nöerftol. t.l5Rop$r€lslncr YES Coô Reols,TPt¡0i¡l Múix-S GtrTC O.12BC 0.25wB 0.3r h (h) 4.O7 tÈ17{.(þf&r7o.tt l3 vü>es >000 nl¿ Ud zlto 180 ry'a FL vor{tl) Ve¡{CT) l{or{CÐ b¡ lnat¡[ed duhg tr¡¡¡ i€cüoo. ln SlslÍfizor tOA¡rCßq8) Slardrrú Á( 5)ó= 6 Dropped for 2x6 M=¿ãÈÈ I sf159 ô(l0l w1¡l 11 716:\ t5 12 4,61 14 13 6xl0 = S€de = 1:n.3 TÕó s.wlÊ 4ß/s 5 4)ô\\ 7sz 3.ûIln 6\10 --492 srf 4r6t 6 6ß-- 4ß= 4 Toó 7ñlz252423 6xr0 = æ 17 16 4¡ó:\ l9 2.21 4ñ/z 6)d: l8 3fd{? UtAOl}lG (psOTCLL 40.0 (Roof Snou,=40,0)TCDL rO.0BCLL 0.0' LUßER- TOP CHORD ã(6 SPF I6{'OF I.5E BOT CHORD 2,(6 SPF l65OF 1.5€ WEBS 2x4SPF 1650F 1.5E'Excepf W1ı,W3: â(6 SPF 165OF 1.5E OTHERS â(4 SPF 1650F 1.5E PI.ATES MT2O GFüP 197t144 BRAGNE TOP CHORÍ) BOTCHORD Sfucturel wood Rb¡d co¡l¡ng d¡r€c.üy Weigttt 225lb FT =2Ùolo or 6-{}0 oc purlins.(r oc REACî(I{S. Allbeadngs2}0-0. (lb)- Max Hotz 2Þ131(LC 11) Mãx Uptift Att udih lO0 ab or l€ss atþ¡n(s) 16,21,24,17,14 s¡<cspt 25={63(LC 10), 13¿582(LC 1l), I5:1G14{LC 38), 2:1o8(LC r4), 23:1o34(Lc 35) Max Grav Att reactiòns 250 lb or þss atþ¡r¡t(s) 20, 18 excapt 25=2666(LC 35), r3=2666(LC 38), 13=r947(LC 1), 19-.479{LC 37), 16-746(LC 37), 15=298(Lc 11)' 22-746(LC 3+), 23=325{LC 10) FORCES. (lb) - Max. Gomp./Mac Ten. - All forcss 25O (lb) or less except wheÍ shourn. TOP CHORD- 149=-341tú5,249---3Ulæ7,2-3=4O912O17,3-4:1931524,ÙÞ-183t524, $10={09/2017, 10-OO-3e¿/967, 11áO:U1 l8fJ5, 5{*-2711183, È7*2711196 BOT CHORD 1-æ-78'l,t345,25.?16-781l'345,24-2*-2o171914,2Ya4-2O,8/919,22'23:5871333' l$16=-587l3K13, 1+15-202&11919,1?-14:2U7ß14,12-1Þ781ßt45,11-1Þ-781134.6 WEBS 6-19=449n5,7-1Þ-742n33,&16=-103/4f6, Ù15.-ílfJ,A1O9'9-15={19/1517' S-13c-1543t577, 10-13.-11351511, *22:70l,,1233, +22=-10A1418,4-23:'302hOS' 3.2þ{1911 517, 3-25=-16431 517, 2-2b-1 1 351 51 1 MNE$ 1)Wind: ASCE 210;VultrllSmph Vasd=glmph; TCDL=6.0pst BCDL=6.0pof; h=25fi; Cat. ll; E¡ç C; Pr. Encbsed; MWFRS (e¡veloI€)' and C{i Éderio(2) æne; canûþver lefl and rþlrt erçosed ; end vefi{:al lefl and dgnt e¡çosed;GC br members and brces & tufWFRS for reac,tions shown; Lumb€r DOL=1.0O phte gdp DOI-=1.00 2) Truss dosigned for wind loâds in the plane of lhe fiuss only. For siids êxpos€d to wird {normal io th€ face), s€e Standard lndusfy Geblê End D€tsils as epplicebt€, or consun quelifi€d building desigfier as per ANSUTPI 1. 3) TCLL: ASCE 7-1$; pf=t().O psf (f,atroof snow); Category lh E¡ç C; Parlially Exp.; Ct=1.10 4) Unbalanced snor loads have been consid€r€d for lh¡s design. 5) All plates are ã(4 MT2O unlsss olherwise ¡ndicated. 6) Plates checked for a plus or minus 5 degre€ rotal¡on about ils aenter' 7) Gable studs spaced ât l-{4 oc. 8i Th¡s tuss has been d€signed for a f0.0 psf bottom cfiord live load nonconcurent wilh any olher live loâds. gi . this truss has be€n dsaigned for â live'loãd of 20.0psf on lhe bottom chord in all arsas whore a rectangþ 3-fr) tall by 2-G0 wide will fit between lhe bottom chord and any olher memb€rs. 10) Bearing at irint(s) 25, 13 cons¡dérs paralkol to grein vãlue us¡ng ANSÍTP| I angle to gråin fofmula. Building designer should verify capâcity of bearing Eurface. 11) Póvidd m€chânical connection (byofters) dtuss lo b€âring plate capable of withstanding 10O lb udifratitn(s) 16,21,24,17,14 except (itrlb) 25=663, 13=582, 15-1O34, Z2=198,2íÈ1OÍl/. Cont¡nued on page 2 in (loc) Udell Ud -0.00 15-16 >999 24 -0.o0 1s16 >999 180-0.01 13 nla nla vert(LL) Vsrl(CT) Hoz{CT) DEFLcsr. TC BC WB Mâtix-S 0.trr 0.14 0.25 sPAqilG 244 Plats Grip DOL 1.15 LumberDOL 1.15 Rep St¡oss lncr YES Code lRC2015/TP12014 cfoss installêdbe lrusa ¡n withaccordanceerectiofl,during àoòIo(t(.ir i23{Xt40Þà6åIo<5E-.]:vJ.- r+?]J¡4+'-..¡..-. :l!: 1,Þl, .!Jl!:n'l .-ë1. Þ-.!'i]. ¡ .-¡?q-. ''-. ;i-.:9-'*:]!Þ]{)IIIflldiltfiiiiilrïriIII,Fl1Bei5¡It9.*¡¡tao!fã0¡te$gtt-8 , Jmn. __FrcURE nflrr!.to¡¡fl) çEq!_tLL PANEL coññecron O PEFPE¡IT'ICUI.AR RAFIERS ROOFSHEAIHÍNG I{A¡U!¡GPER R6û2.3{f) BR/qCü{c¡_ SRACEO WALLPA|v€t_ {i{ I I o o 1 o o o o o o For SI: I inch = 25.4 ¡¡o" I foot = 304.g nrna Mahods of b,rrcing shall bc as dcscribcd i¡ Soction R@.10.4. ""t9so1!¡,lll[Ef äfir?É#3*op.norropËRpÊilDtcur¡a u/UrEßs oR ñd;F-idirssEs tII WALLOoil8lnlrgrþr Broclsilcrt to , I foot =3(X.E '¡¡¡rrll be a¡ described in Section Ró02.10.4. 8R^CÉDW ¡rPA'GL 8n^c$ad R'¿IO 2E E IÍs I 3ËD wA* pA¡rEL ooililEclroil m ffitJf#3[uun n^FrERs oB RooF rRUssEs