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HomeMy WebLinkAboutTRUSS SPECS - 13-00190-13-00193I r-tLl ft 0-1 -8 H A-1 -q' 'Scale = 1:12-7 SPACING 1-7-3 Plates Increase 1.00 Lurnber Increase 1.00 Rep Slress lncr NO Code lBC2009/TP12007 csl TC 0.66 BC 0.25 wB 0.87 (Matrix) DEFL in (loc) l/defl Ltd Vert(LL) 0.01 c >999 480Vert(TL) 0.02 F-c >999 360 Horz(TL) -0.01 F nla n/a LOADING (psf) TCLL 4O.O TCDL 10.0 BCLL O.O BCDL 5.0 LUMBER TOP CHOFD BOT CHORD WEBS REACTIONS FORCES (tb) TOP CHORD BOT CHORD WEBS NOTES PLATES GRIP MT20 220t195 Weight: 35 lb FT 10%E 2x4 DF 1800F 1 .6E(flat) 2x4 DF 1800F 1 .6E(flar) 2x4 DF Stud/Std(llat) .Except' W4:2x4 DF 1800F 1.6E(flat) (lb/size) H=-460/Mechanical, F=259210-5-8 (min. 0-i -B) Max UpliltH=-607(LC 3) Max GravH=23(LC 2), F=2592(LC 1) - Max. Comp./Max. Ten. - All torces 250 (lb) or less except when shownE-J=-1607/O, D-J=. 1 605/0. B-C=0/2958 G-H=-1s92/0, F-c=-1592i0, E-F=-2958/0 B-H=ot 1 7 1 4, B-F =-1 7 431 g, C-F =- 1 7 8410, C -E=O t3447 6-0-0 oc bracing, except end verticals. Excepl 6-0-0 oc bracing: A-D BHACING TOP CHOBD 1) Unbalanced lloor live loads have been considered for this design.2) Refer to girde(s) for truss to truss connections. 3) Provide mechanical conneclion (by others) of truss to bearing plate capable of withstanding 602 lb uplitt at loint H.4) This truss is designed in accordance wjth the 2009 International Building Code section 230:6.1 and reierenied standard ANSI/TPl 1.5) Design assumes 4x2 (tlat orientation) purlins at oc spacing indicated, {aitened to lruss TC w/ 2-l0d nails.6) Recommend2x6strongbacks,onedge,spacedatl0'0-0 ocandfastenedtoeachtrusswith3-10d(0.131'X3") nails. SkongDacKsbe attached lo walls at their outer ends or restrained by other means.7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection ol suchconnection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to lhe face of the truss are noted as iront (F) or back (B). LOADCASE(S) Standard 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) vert: E-H=-8, A-D=-80 Concentrated Loads (lb) Vert: D='1 550(F) 0-1-8 H | 2-5-4 l lD :pdHYf bMy4e?fykN4AEyI2i$ 10-8-141r 1_4_O lr 1-6_6 ,0r1rg Scale = 1:E_3 t^I sPACtNc 1_7_3Plates Increase '1.00 Lumber Increase 1.00Rep Stress Incr yES Code lBC2009/Tpt2007 DEFL in (toc) t/detlven(Ll) -0.24 K_L >844 )1ert(ll) -0.38 K-L >szsHorz( rL) 0.05 J nta Lld 480 360 n/a LoADING (psf) TCLL 4O.OTCDL 10.0 BCLL O.OBCDL 5-O PLATES GHIPMT20 220/195MT20H 165t146 76 tb FTLUMBEF I9l g|lgFD 2x4 DF 1800F 1.6E(ftar)BO-T CHORD 2x4 DF 1800F r .Oeirrarjvvtsbs Zx4 DF StJd/Std(flat) REACT,ONS (tblsize) O=722l0_3_B (m jn. O_ 1 _81, J =722/A -Z- j 2 (min. 0_ j _8) 3_3-3 ll iilSill: excepl end verticars. Excepr 10-0-0 oc braciig: J-O 107"E BRACING TOP CHOHD BOT CHORD iil?!'p {,!' !-!= 9'?T','Ys b I:i., JJ'B -.?,'il#, E:/".. e x ce p, wh e n s h ow nB o r c H o R D A,s* sirt T N:3,#,x-w}::!, i;,y ;{fT i':{i: : _: : ; ;;': :=,,,,,,,IIOTES i]i,l:?i?Ji:?J'ilT;ffi ',",::",:il,?iT:;?::'fl?1::,f orrhisdesign ; 1 fi, J f ;.T :i !3i : ffi !.o1n"?": l?' "in e r r ; !d iJ ue ",i,13::is:::"",r"s 4x2 (r,ar ",i:1ljilli;*;[:jldJ:"J,?T[ifl1!^ ".iiii*rron zs'rd'lii*:gi"eliili::X*ii:1*X1.,:;:?ff,?i,i1,.,,,;l;"g."XTi"f;#'","':"''{#iflfi:1{ift:i',::T;""'"::):ff"1.," LOAD CASE(S) Standard 0rl 18n Scale = 1 ;31.3 t''l+1- SPAC|NG 1_7-3Plates Increase 1.00Lumber Increase 1.00Rep Stress Incr NOCode lBC2009/Tpl200Z DEFL in (loc) t/deftVert(LL) nla _ nlaVert(TL) nla - ilaHorz(TL) 0.00 M n/a L/d 999 999 n/a LOADING (psf) TCLL 40.o TCDL '10.0 BCLL O-O BCDL 5.0 PLATES GRIPMT20 220t195 Weight: 70 lb FT = 0%F,LUMBEB TOP CHORD 2x4 DF 1800F 1 .6E(flar)BO_T_ CHORD 2x4 DF 1800F r .Oe irtarjry5?_S_^ 2x4 DF srud/std(ftai) OTHERS 2x4 DF Stud/Std(flari 1oy"E BRACING TOP CHORD ! R l:: P:tl"n except end verticars. Except:o-u-u oc Dractng: A-L REACTIONS Ail bearings 20_0-4.(tb) _ Max crav Alt reactions 250 tb or less at joint(s) W, M, V, U, T, S, H, e, p. O. N FOHCES (ib) - Max. Comp./Max. Ten. - Ail torces 250 (ib) or less except when shown. NOTES 1) Af l plates are 2x4 MT2A unless otherwise indjcated.2) Gable requires continJous bonom chord bearino.- ili:T,::1,.f.tll]vu;j;:t#-ilTon" ri"i "ii".J"rv braced asainsr raterar movement (j.e. d,asonar web).5) This truss is designed in accordance,with.the 2009 lnternationaj Bujlding code section 2306.,i_and referenced standard ANSI/Tpl 1.6) Design assumes 4x2 (f lat onentatron) purrins a-t ocspi""ini'inoi"ut"o, lasrened to truss TC w 2-.,0d nairs.4 l;:?T$:1.,"1'j*??f:,::1,:l;.lr*::i}*ijt,*,::;:*i fi.i;: #ilT,..iy",ln , ,oo (0 131, x 3,) nai's stronsbacks ro LOAD CASE(S) Standard Nt- 2'5-4 |I-A-AI r-o-o , 1_4-u ,, 1-6_6 o-irg Scale = 1:3'1.3 SPAC|NG 1-7_3Plates Increase 'l.00 Lumber Increase i.00 Rep Slress Incr yES Code lBC2009/TPt2007 csl TC a.43 BC a.71 wB 0.71(Matrix) DEFL in (loc) l/defl L/oVert(LL) -0.38 M-N >626 480Vert(TL) -0.59 M-N >402 360Horz(TL) 0.09 K nla nla LoADING (psf) TCLL 4O.O TCDL 1O.O BCLL O.O BCDL 5.0 PLATES GRIP MT20 220/195 MT20H 165/146 Weight:89 lb FT 10"kELUMBER TOP CHORD 2x4 DF 1800F 1.6E{flat) BOT CHORD 2>4 DF i 800F 1 .6E(f tar)WEBS 2x4 DF Stud/Std(itat) 6-0-0 oc bracing except end verticals. Exceptb-u-u oc braclng: A-J 10-0-0 oc bracing: K-p BRACING TOP CHORD BOT CHORD REACTIONS (!b/size) P=864/0-2-12 (min. 0-j-B), K=864/0_2_12 (min. 0_i_8) I9lCf9_ -(t!) - Maj(. Comp./Max. Ten. _ Alt forces 250 0b) or tess except when shown.TOp CHORD B-C=-3rs479. gO=^__3^i_y0, O-e=-+ogA)olE_r=_4098/0, F-c=-4098/0, c-H=-sjs4/0, H_t=_S184/0.BO-T CHORD O"p=671 6s6, N_0=0/3903, M-N=0/4094,-i M=0/3e03, K-L=0/1 886WEBS B-P=-20s0/0, B-o=Oi 1406, o o=-zzblo,'o-r.t =-tzstszq, r-x= zoSolo, r-L=o/1406, c-L=-77g/0, c-M=-125ts24 NOTES 1 ) Unbalanced floor live loads have been considered for this desrgn.2) All plates are MT20 plates unless otherwise jndicated_ 3) Provide mechanical connection. (by others) of truss io bearrng prate ar joint(s) p, K.4) This truss is designed in accordance wlth ihe 2009 i"t"i*ti-"r suitaing c';de r"ltjon e30o.t and referenced standard ANsr/Tpr 1.5) Design assumes 4x2 (flat orientation) purlins ut o""fi.ing'inoicated, fastened to truss TC w 2_.10d nails.u)L":?[f,:10,ft'i1""?',ffi:';:i"fl?"";i?iL?jil;d":r::iliii:tJ"""ii"""X"'n"t'"].."*itr' s,rbc 1oic1,,x3,,) najrs stronsbacks to LOAD CASE(S) 13-0304474 F4 I russ I ype FLOOR 12 lrutsY AP t5. Job Fleference (optional) lD:pdH ic. wed Ma( 27 12103-.2 0- t-8 n-1-a scare = i:bl]e I^t?" lqll-I SPACING 1-7.3 Plates Increase 1.00 Lumber lncrease 1.00Rep Slress lncr YES Code lBC2009/TP12007 DEFL in (toc) vdefl L/dVert(LL) -0.22 M-N >884 480Verl(TL) -0.35 M-N >556 360Horz(TL) 0.05 J nla n/a LOADING (psf) TCIL 40.0 TCDL 1O.O BCLL O,O BCDL 5-O PLATES GRIP MT20 220t195 MT20H 165/146 Weight: 75 lb 10%E LUMBER TOP CHORD 2x4 DF 1800F '1 .6E(flat) BOT CHORD 2x4 DF t800F t.6E(ftar) WEBS 2X4 DF StUd/SId(IIAt) 6-0-0 oc bracing, except end verticals. Except6-0-0 oc bracing: A-l 1 0-0-0 oc bracing: J-O BRACING TOP CHORD BOT CHORD HEACTfONS (lb/size) O=710t0-2-12 (min.0-j-8), J=7j010-3_8 (m'n. 0_i-8) lglC_!S, ll!) - Max. Comp./Max. Ten. - All forces 250 (lb) or tess except when shown.TOp CHOFD B-C=-2442/0, C-.D=-2442r0, D-E=-2677 r0, E F= 2677r0, F-c=-zog7io, c-H= zsgoroBOT CHOBD N-O=0/1513, M_N=O/2787 , L_M=912677, K_L=0t2677 , J_K=0/1513wEBS B-o=-162710, B-N=0/1007, D-N=-37379, D-M=-2901194, H-J=-r628/0, H-K=0/9s9. F-K=-658/0 NOTES 1) Unbalanced floor live loads have been consioered fo, this design.2) All plates are MT20 plates unless otherwise indicated.3) Provide mechanicar connection (by others) ot truss to bearing prate atjoinr(s) o.4) This truss is designed in accordance with the 2009 lnternatio-nal Buitoiig c';de section 2306.1 and referenced standard ANs yTpl i .5) Design assumes 4xz (flat orientation) purlins at oc spacing indicated, faitened torruss iCwl z-t0d naits.6)Recommend2x6slrongbacks,onedge,spacedatl0-0-o ocandfastenedtoeachtrusswith3-10d(0.131"x3,,) nails. strongbacksbe attached to walls at thejr outer ends or restrained by other means. LOAD CASE(S) Standard JOU 13-030447A FLOOR wly 2 2 NI96Y AP IS. lD:pdHYfbMy4(I?fYKN4A U-34OCOGML | 2-0-8 .o-.1-RI--H-Scate ='1:3'|.2 L l+t- SPACING 1-7-3Hrates Increase 1.00Lumber lncrease L00Rep Stress Incr NOCode lBC2009/Tp12007 DEFL in (toc) t/deflVert(LL) -0.46 K_M >51sVert(TL) -0.19 M >999Horz(TL) 0.05 J n/a Lld 480 360 LOADING (psf) TCLL 40.0 TCDL '10.0 BCLL O.O BCDL 5.0 PLATES GRIP MT20 220/195 Weight: 179 tb FT 0%F,10"/"ELUMBEB Igt 9!_J9!q 2x4 DF iB00F 1.6E(flar)BOJ CHORD 2>4 DF z4oOF z.oE1flarjwEBs 2x4 DF Studistd(ftat) BEACTIONS (lb/size) 0=969/0-5_8 (min. 0_1-8), J=9S3/0_2-.12 (min. 0_1_8) 3_3_3 3i illlilll €xcept end verticars. Except 1 0-0-0 oc braciig: J-O BRACING TOP CHORD BOT CHORD FORCES (tb) - Max. ComD,/t\i:i:lsgB'ifi ;#it'i3.litmt:;,.s#tf !:s'".",i1i:{:}::",trGH=ssoe,.*EBSA:[',1,,%:;*yJ,tsbl;ll':,'n: j=,*::::;::',i,;:::;,:;::::=::;-,1.w=04243 NOTES liif:"i+ H:ff:."'.'":Hi:.iiifi:liflJ3i:i'ff:!::i::ffi'JJtt.jiljililf .,",,oads arero be even,y app,ied ro a,,p,ies :] #5J'J::J:fl::XEd,;;,T:?:9i"'""''itr' ri'" iri'id j"#'Eii'j[tisl:":,ft,r!',,':n!:#[1],]i3il#irtdl#"f#lfhf;]l'#.tift,r*jd[,T;::::::T;"1.," or'ange,isio,'oil;; ;;#:il#,,"J"",J"i:i"{lilX}:1,1J"Tiilflffiil";;;; .ffi":1 11-1 1, 16 tb down at 3-6-14, 16 u dijr" li ;:d;;til#ffi,:i'^,""":jol^"1t^.^":::T:"F9r-"1dj',1 ,g rb down ar 0_j_s, 16 rb down ar116.i3 l6rooownai ir:",'l13;3::#lll ?,?;1.]3;3f;y,::l 9-?Jiidro,i:,*"Ji o.i design/selection ol such con7) In rh; L'AD "o..r' ."ii,"lT;h.:#fi:Z::t"",tJi ,!,"J'ti":"' ;;' l"; ii 'i l"';'l."J"'"'iii 3'"l JJ;:} :f;J:':"i*" LOADCASE(S) Standard r'-sgvqpp"eurv'rstdueorrnerrussarenotedastront(F)orback(B). 1 ) Floor: Lumber lncrease= 1 .00, plate Increase=1 .00Uniform Loads (plf) vert: J-o=_8, A_l=_80Concentrated Loads (lb) Vert: L=-16(8) O=N=-16(8) M=s=-16(8) T=-16(8) U=-16(8) V=16(B) Y=-16(8) H | 2-5-4 l | 1-4-12 lFl:40 I | 1-7-g I 0-r1.8 Scale = 1:51-z SPAC|NG 1.7_3Plates Increase i.00Lumber Increase 1.00Rep Stress Incr yES Code lBC20Og/Tpt2007 DEFL tn (toc) t/defly"lqf) -0.38 M >628ven( I L) _0.59 M >402Horz(TL) 0.09 K nla L/d 480 360 n/a LOADING (psf)TCLL 4o.o TCDL t0.0 BCLL O.O BCDL 5.0 LOAD CASE(S) Srandard PLATES GBIPMT20 22ot1s5MT20H 165/146 weight: 89 lb FT = 07"F, 1Oo/oELUMBER I9l9l9fg 2x4 DF 1800F 1.6E(ftat)BO_T CHORD 2x4 DF t B00F r.OsirratjWEBS 2x4 DF Stud/Std{flar) REACTfONS (rb/size) p=863/0-2-12 (min.0_1-8), K=863/0_2-12 (min. O_]_8) 3-3-3 3i 3l33il3; oe-lcenr eno verticars Except: '10-0-0 oc bracing: K_p BRACING TOP CHORD BOT CHORD ii!!l'p {,i, Ht= :: ?t,ys t"l."J; ; jl'8 .? 4,fl0p :: J". : ^?.e pl wh e n s h ow nBorcHoRD #=';*t td:ffinz:xt==g'Jlilix.'",,i=!igiil'; :;,;il:.: ;;'L= 131,5a0NOTES 1 ) Unbalanced fioor live loads have oepn .^hc;d6,^^ {^..1:- -,:ill'"r*::ill1-ii!,!:?:'Jin:iff ffi?J"'',,,".:::,:ojthisdesisn il i;?ffiJ", J!31:i!:1:B*:".i9:Tifr,{ l,::: F bea rins p,are at jo inr( s r p K1l ITly::]" gesis.ngd. jr ;;ilj;;il;ir; ;ffi il,ffiTlls p'are at joint(s) p, K. ll 9::.q1,::"r-q". i*z liiuio'i"nr.rron) purlins at oc sDacino 'l]fl j:,{ol::-9:* section 2306 .1 and rererenced standard ANS r/rpr i3iB::iffi ::,.H*:ll,t"u::ilil j:;l[:fl ":T',1l$,r"*dJ :[3ff 3;;Tll33i8'f,;L:i8Jiilifu'1"":?,Ts:lo,"1i;*l',i.ti.;,:ljL*ri'*F,*j,rijj:::::1':+,'ffJ"."s'":"'{1:;"1?l{i.iBililli,";;; be atrached ro wals at their ort", "nol- biiJJti;,;;j il;d;;;il:Strongbacks to 0r1-8 Scale = 1:14.2 FI SPAC|NG 1_7-3Plates lncrease 1.00Lumber Increase i.00Rep Stress Incr NOCode lBC2009/Tpl2O07 gEFL in floc) t,defr Ud .Y"ntil n/a - nla 999ven( | L) n/a _ nta 999Horz(TL) 0.OO f nti n/a LOADING (pst) I.CLL 40.o TCDL 10.0 BCLL O.OBCDL 5.0 PLATES GRIPMT20 220t195 Weight: 29 tb FT = O%F, 1O%ELUMBER I9l 9l.l9f p 2x4 DF i 800F j .6E({rat)BO_T CHORD 2x4 DF 1800F r .oeirratj ry_q-B_S__ zx4 DF Srud/Srd(ftai)OTHERS zx4 DF Srud/Stdiftati BRACING TOP CHORD 3-P-9:: !l:.j"s except end verticars. Excepto-u-u oc bractng: A_E REACTIONS Ail bearings 7.10_8.(tb) - MaxGrav Ailreactjons250 lborlessatjoint(s) J,F, I,H,c FORCES (lb) - Max. Comp./Max. Ten. - All ,orces 250 (tb) or less except when shown. NOTES 1) All plates arc Zx4 MTZ} unless otherwise indicated.2) Gable requires continuous Oottom cnorO Ueai;n!.- ;i ;:;: Hff"t:l$ff:tit$lfl"n" ru"" oi.u"iierv braced asainsl rarerar movement (i.e. o,asona, web). 5) Thrs truss is designed in accordance. wjth the 2009 lnlernation-al Buildjng code section 2306. I and referenced standard.ANs I/Tpl 1 .br uesrgn assumes 4x2 {frat orientation) purrins "t o" "f".r!'rorcateo. {astened 10 truss Tc w/ 2.1 0d nairs.4 F"":?.Ts:30,"'l'Jy"J',fff:'J,:4"""'r'i;:Hff:;:ithk:i::j::';#l; #;i:;"."'iln. 'oo (0 131.x 3,,) nai,s stronsbacks to LOADCASE(S) Standard , 1-5-8 ll 1_4_O lt 1_7_8 |0-11.8 Scate = t :5i.g l*lryl- SPAC|NG 1-7_gPlates Increase 1.00Lumber Increase 1.00Rep Stress lncr yES Code lBC2009/Tpl200Z DEFL in (loc) l/deftVerl(LL) -0.38 M >623Vert(TL) -0.59 M >400Horz(TL) 0.09 K n/a L/d 480 360 n/a LoADING (psf) TCLL 4O.O TCDL 1O.O BCLL O.O BCDL 5.0 PLATES GBIP MT20 22ot1g5 MT20H 165t146 Weight: 89 f b Ff = 0%F, jO%ELUMBEB TOP CHORD 2x4 DF 1800F 1.6E(fla0BO_T CHORD 2x4 DF 1800F r.oeilatjWEBS 2x4 DF Studistdfftai)!'9 ? ?: P::1.n, except end verticars. Exceprb-u-u oc bractng: A_J1 0-0-0 oc bracing: K-p BRACING TOP CHORD BOT CHOFD BEACTIONS (tb/size) p=865/O-5_8 (min. 0_1-8), K=S65/0_S-8 (min. 0_1 -8J FORCES (lb) - Max. Como./Max. Ter. _ All forces 2S0 (lb) or iess except when shown.roP cHoRD B-c=-3r88/0. g-^D --3_188/0r;L':+-idor,r i:i^ll9gl0, F-c=_4j06/0, c_H=_3188/0, H_t=_316s7s.Bo-| cHoRD o p=0/1 887, N-o=oresr o, i\r-N=Olai6o,i_ij=orsgr o, K-L=s71 sss*EBS B-p=-2s321s. B-o=0/i4oii, D-d=:is27d,'D 'Ni=-rz trcet, t_x=i6iin, r-L=0/1408, G_L=_73176, c-M=-1281528NOTES 1 ) Unbalanced floor live loads have been considered for this destgn. ?l Ail piates are MT20 plales unless otherwise indicatJ.' - '' ?l IllS]ru:: is desig.ned Jn accordance with the zo6g*-liLrnatk+./ uesrgn assumes 4x2 (fiar orjenlarion) purljns at oc snanina ,#j:lol:g-9:!:section 23^06..1^and referenced standard ANSI/Tpt l3iR::ff;n:?nii;?lli',""ffi":i::l:;:*"il,li:*ffi|!,Jt4,j:i::,Hff;Tn:i3'fiLti3.':::j:.)1".:",ilS:11ft.j$l?ffi:.J,:i""j.rj;:r,L,*f::?,:::#:1I;,'S":".',""""':"Xf;.1?#?.iBi?Fli.r1,,X 3,,) nairsStrongbacks lobe attached ro wals ar ihejr orr"r- "n0"" LiiJJriJri"j'u, ",n!l,i"lrlLOADCASE(S) Srandard H F 2_5-4 I p---J5'o -=--; oge Scate ! 1:19.0 l"l* SPAC|NG 1_7-3Plates lncrease 1.00 Lumber Increase '1.00 Rep Stress lncr NOCode lBC2009/Tpi2007 csl TC 0.12 BC 0.17 wB 0.26 (Marrix) DEFL in (toc) t/deft L/dVen(LL) -0.04 J >999 480Vert(TL) -0.06 t-J >999 360Horz(TL) 0.01 G n/a nla LOADING (psf) TCLL 4O.O TCDL 1O.O BCLL O.O BCDL 5.0 LUMBER TOP CHORD BOT CHORD WEBS REACTIONS FOBCES (tb) TOP CHORD BOT CHORD WEBS NOTES PLATES GBIP MT20 220t195 weighl: 1 17 lb FT = o"/.F, 10%E 2x4 DF .1800F 1 .6E(flat) 2x4 DF 1800F 1 .6E(ftat) 2x4 DF Stud/Sld(flat) (lb/size) c=637i0-5-8 (min. 0_1_8), L=637/0_5-B (mjn. 0_j_8) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 9-,N=^ 9.13j9, F-N=-632/0, B c= 1325/0, c:D= j s;dlo ji-E=li 7 21 /0, E.F =-so1 toK L=0/1325. J-K=971349. t.J=o,1721,H-l=61991u-L=-1 4 1 9/0, C-K=_566/0, D_l=-31 579, E_l=0/885, E-H=_5637g, F_H=0/1 041 BRACING TOP CHORD BOT CHORD 6-0 0 oc bracing. except end verticals. Except:b-u-u oc bracing: A-F10-0-0 oc bracing: G-L i] !i'Jf"?J:T,T:*t;irT iXil::?ffiills5,il'ffi#r standard indusrrv derair, or roads are ro be evenry appried ro arr pries. 3) This truss is designed in accordancewith t"zoos tnt"rnatjona/ Building codesection2306.l andreferenced standard ANsl/Tpl 1.4) Design assumes 4x2 (tlal orientatjon) purtins at oc-sp"-.Ni'inoi.ut"o, lastened to truss Tc M 2-10d nails. :]i":!il{?t1i!!ix"J"fff:l€1",.,r;:*#li$;i^::;#'",iJ '"" "i'iiil,."*itr, s rod r0 ic,,,X 3.) nairs stronsbacks ro6) h the LoAD cASE(S) section, roads appried ro tn" t"j" ot th" trr." are noted as front (F) or back (B). LOAD CASE(S) Srandard 1) Floor: Lumber Increase=1.00, plate Increase=1_00Uniform Loads (plf) Vert: G-L=-8, A-F=-1 00(F=-20) 0rlr8Scale = 't:fd.O l,J' SPACING 1-7.3Plates lncrease i.00Lumber Increase 1.00Hep Stress Incr yES uode tBC2009/TptZ007 |EF! in (toc) t/deft ,Yen{!f l -0 10 r_J >ees ,Yen( LL) -0.18 c-H >788dorz{ tL) 0.02 G n/a L/d 480 360 LOADING (psf) TCLL 40.0 TCDL 10.0BCLL 0.0BCDL 5.0 PLATES GRIPMT20 220/195 Weight: 54 tb FTLUMBER TOP CHORD BOT CHORD WEBS REACTIONS FOHCES (tb) TOP CHORD BOT CHORD WEBS iii BF ;333F t SFliliti2x4 DF Srud/Std(ftat) (fb/size) J=519/0-2-12 (min.0-j-B), c=519/0-2-12 (min. 0_1_g)- Mar. Comp./Max. Ten. _ All for P ,"^=,.r^o?1,9, i:-o=:iogil j B'-"e"j..,'f3#) or ress except when shown Et:tlti';i A 3f i?hB? HlB[1, ,.,=o,uuu 3-3-3; g;;r,f_f."nt "no verticars Excepr 10-0-0 oc braciig: G-J BRACING TOP CHORD BOT CHOFD NOTES iifp,."i,.i"i:+ililli:,?x1xfiiji$::JTi,l,:,1,i,t#t,i"",.iiti" a, jo n(s, J G;ji:5J'#::j:fi::?iu1:iff3l?ryrHr,n j%'.'.,;:.ffiq11:i,l;ix,r,"*;*::: +3,r;,,rl,T:::1""... s,andaro ANS,rp, 1"' i'""!?,TJ3lo,"1'Jg??f;::',,31*ff;:%.',",*l jt;fulj:;::*srened to eacn truss -w'r 3 , od (0 13 , . x 3, ) naijs srronsbacks roLOADCASE(S) Standard