Laserfiche WebLink
� �Truss �� ype �Qty i�l <br />�I61607509 �iAG01 - iiM � „hSupponedGable II2 'i <br />1 <br />ProBuild Arlington. Arlington,WA 98223 Run: 7.610 s Jan 29 <br />1-0-0 0-0-0 <br />1-0-0 <br />LOADING (psf) I SPACING- 2-0-0 <br />TCLL 25.0 ', Plate Grip DOL 1.15 <br />TCDL 10.0 ', Lumber DOL 1.15 <br />BCLL 0.0 ` ', Rep Stress Incr YES <br />BCDL 8.0 ' Code IRC2012/TP12007 <br />LUMBER- <br />TOP CHORD 2x4 HF No.2 <br />BOT CHORD 2x4 HF No.2 <br />WEBS 2x4 HF Siud/Std <br />Restorat ' <br />�ption�_ <br />15 MiTek intlustries. Inc Thu Apr 28 09:06:05 2016 Page 1 <br />adPBPnMUOm7eb3wsjXYXdbXeuRgD7V6BzMCaG <br />3-1-0 <br />Scale = t :10.7 <br />3 <br />2x4 II � � <br />/ <br />% ' � ' <br />S.00 I 12 ,'� � I <br />�j I-- <br />, , ' Wt ' <br />, �. ' : <br />� T1 � ' <br />- _/ ___ ------------ -------- I i <br />�' B t .— <br />� -----' - - - _ � <br />2x4 = 2x4 I I <br />0-0-0 <br />CSI. <br />TC 0.12 <br />BC 0.08 <br />WB 0.00 <br />(Matrix) <br />REACTIONS. (Ib/size) 4=114,'3-1-0 (min. 0-1-8); 2=208r3-1-0 (min. 0-1-8) <br />Max Horz 2=43(LC 7) <br />Max Uplift4=-10(LC 8), 2=-19(LC 8) <br />FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. <br />3-1-0 <br />3-1-0 <br />DEFL. in (loc) lidefl Ud I� PLATES GRIP <br />Vert(LL) -0.00 1 n/r 120 I MT20 185�148 <br />Vert(TL) 0.00 1 Nr 120 li <br />Horz(TL) -0.00 4 nia n/a <br />i Weight: 10 Ib FT = 20 % <br />BRACING- <br />TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except <br />end verticals. <br />BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br />MiTek recommends that Stabilizers and required cross bracing <br />� be installed during truss erection, in accordance with Stabilizer <br />_Installation guide________________ ________, <br />NOTES- <br />1) Wind: ASCE 7-10; VuIt=110mph (3-second gust) V(IRC2012)=87mph; TCDL=6.Opsf; BCDL=4.8psf; h=25ft; Cat. IC Exp B; enclosed; <br />MWFRS (envelope) gable end zone: cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip <br />DOL=1.60 <br />2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry <br />Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. <br />3) Gable requires continuous bottom chord bearing. <br />4) Gable studs spaced at 2-0-0 oc. <br />5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br />6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit <br />between the bottom chord and any other members. <br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 Ib uplift at joint 4 and 19 Ib uplift at joint 2. <br />8) This truss is designed in accordance with the 2012 International Residentiai Code sections R502.11.1 and R802.102 and reierenced <br />standard ANSI,'TPI 1. <br />9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. <br />LOAD CASE(S) Standard <br />