Laserfiche WebLink
17ob ITruss �T ype � t��ly � StatewideRestorat � <br />I� 87601509 �I AC01 M�h Supported Gable 2 1� <br />_, _ � _ __ I Job Reference Lption�__ _ __ _ <br />ProBuild Arlington. Ariington.WA 98223 Run: 7.610 s Jan 29 2075 Print: 7.610 s Jan 29 2D75 MiTek Industries. Inc Thu Apr 28 09:06:01 2D16 Page t <br />I D:jJPxMyID7avkTo2ckU LAYuz V RqT-fu eXapav78HwOnSEPI_zkOZr_. wHtbqvrlb9lzozMCaK <br />-1-0-0 0-0-0 <br />v! <br />1 � <br />�,-�-�' � ����� , <br />2x4 = <br />2-10-0 <br />2-10-0 <br />Scale = t :10.2 <br />LOADING (psf) , SPACING- 2-0-0 ��� <br />TCLL 25.0 � Plate Grip DOL 1.15 i <br />TCDL 10.0 ; Lumber DOL 1.15 i� <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 />W EBS 2x4 HF Stud/Std <br />0-0-0 <br />� <br />csi. �, <br />TC 0.10 <br />BC 0.06 <br />WB 0.00 <br />(Matrix) , <br />REACTIONS. (Ib!size) 4=103/2-10-0 (min. 0-1-8), 2=199/2-10-0 (min. 0-1-8) <br />Max Horz 2=40(LC 7) <br />Max Uplift4=-9(LC 8), 2=-19(LC 8) <br />FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. <br />2x4 I I <br />2-10-0 <br />z-� o-o <br />— --______-,- -__-- _ = <br />DEFL. in (loc) lidefl Ud I PLATES GRIP <br />Vert(LL) -0_00 1 n/r 120 � MT20 185i148 <br />Vert(TL) 0.00 1 n/r 120 I <br />Horz(TLj -0.00 4 n/a nia l <br />Weight: 9 Ib FT = 20 % <br />BRACING- <br />TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except <br />end verticals. <br />BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br />�iTek recommends that Stabilizers and required cross bracing <br />I be installed during truss erection, in accordance with Stabilize� <br />I_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. II: Exp B; enclosed; <br />MWFRS (envelope) gable end zone; cantiiever left and right exposed ; end verticai 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 Detaiis as applicable, or consult qualified building designer as per ANSIlTPI 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 iruss to bearing plate capable of withstanding 9 Ib uplift at joint 4 and 19 Ib upiift at joint 2. <br />8) This Iruss is designed in accordance with the 2012 International Residentiai Code sections R502.11.1 and R802.10.2 and referenced <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 />