10122 7TH AVE SE 2018-02-12 - Laserfiche WebLink

Job Truss True Qty Ply SEN•MENTS 110891392 85511099 MO1 Monopitch Structural Gable 2 1 Job Reference(optional) The Truss Co., Burlington,WA,98233 7.640 s Oct 7 2015 MiTek Industries,Inc.Wed Dec 02 14:41:08 2015 Page 1 ID:JRyKDtEV2yu?IHSnEZADYyKWtF-XpilgZuhJLfH1 v6v5JsQPUQ 1 RWFWssTjFAtOuyCzkP I 5-4-0 5-4-0 Scale=1:18.7 2x4 I I 2 1.5x4 II l 6.00 12 1.5x4 II i .daiiiiiiiil nil J 1 , _ r r 4x4= CI. 1,5x4 II 1.5x4 II 3 , 4 1.5x4 II I 1-4-0 1-5-12 5-4-0 I 1-4-0 0-1-12 3-10-4 Plate Offsets(X,Y)— (1:0-2-4,Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) 0.01 3-4 >999 240 MT20 185/148 TCDL 8.0 Lumber DOL 1.15 BC 0.39 Vert(TL) 0.02 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 7.0 Code IRC2012/TP12007 (Matrix) Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except BOT CHORD 2x4 HF No.2 end verticals. WEBS 2x4 DF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=125/Mechanical,4=290/0-3-8 (min.0-1-8) Max Horz 4=66(LC 5) Max Uplift 3=-20(LC 5),4=-35(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=110mph(3-second gust)V(IRC2012)=87mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft; Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable studs spaced at 1-4-0 oc. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4. 8)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. �,. PO 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 1`Z. �% \ \\\S/fy LOAD CASE(S) Standard Qt,„;;;; , /,.'.. .1,',1_1:4 f ^' a O�{�(-� (b V y • 1 gs:. 74� 19969' 4 ) .4,-wg.w44 <�"uNAL 1' December 2,2015 41, WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and Is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSIITPII Duality Criteria,D5B-89 and BCSI1 Building Component 1,, n** Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. theTRUSSco.awRUSSco.x / i ? v