8306 11TH DR W 2019-11-15 - Laserfiche WebLink

r t Job Truss Truss Type Qty Ply PACIFIC NORTHWEST WOODWORKS R54251092 J172979 104 Common 13 1 Job Reference(optional) Louws Truss,Inc., Ferndale,WA 98248 8.010 s Aug 11 2017 MiTek Industries,Inc. Fri May 25 14:46:14 2018 Page 1 I D:7s_xYQsWI vcEXje6YTES Why8kDm-lGE8lxhzPc32kvXJngd31 FFp7NA2Z1 eIGVg8cazCwjt 1 -2-0-0 i 5-4-14 I 10-0-0 I 14-7-2 I 20-0-0 I 22-0-0 1 2-0-0 5-4-14 4-7-2 4-7-2 5-4-14 2-0-0 Scale=1:38.5 4x4 = 4 4.Or 12 r 1.5x4 10 11 1.5x4 % 3 404 A gigia 12 2 6 m au , Arill m Io ►� 7 ►/ 8 3x4= 3x4 = 5x8 = 10-0-0 I 20-0-0 I 10-0-0 10-0-0 Plate Offsets X Y-- 2:0-1-6 Ed•e 6:0-1-6 Ed•e 8:0-4-0 0-3-0 LOADING (psf) SPACING- 2-0-0 'SI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 T• 0.54 Vert(LL) -0.16 6-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.71 Vert(CT) -0.30 6-8 >794 180 TCDL 7.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.04 6 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matri SH Weight:79 lb FT=0% BCDL 8.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-4 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.2 REACTIONS. (lb/size) 2=924/0-5-8,6=924/0-5-8 Max Horz 2=48(LC 14) Max Uplift 2=-137(LC 10),6=-137(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1722/161,3-4=-1263/83,4-5=-1263/83,5-6=-1722/161 BOT CHORD 2-8=-141/1576,6-8=-110/1576 WEBS 4-8=0/487,5-8=-559/151,3-8=-559/150 NOTES- 1)Wind:ASCE 7-10;Vult=110mph(3-second gust)Vasd=87mph;TCDL=4.2psf;BCDL=4.8psf;h= ft;Cat.II;Exp B;enclosed; MWFRS(envelope)automatic zone and C-C Exterior(2)-2-0-0 to 1-7-3,Interior(1)1-7-3 to 10-0-0,Exterior(2)10-0-0 to 13-7-3 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& WFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.8 psf on overhangs non-concurrent with other live loads. 5)As requested,plates have not been designed to provide for placement tolerances or rough handling and er=ction conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-9 tall by 2-0-0 wide r- Qg will fit between the bottom chord and any other members. S * W 4{' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 137 lb uplift at joint 2-nd 137 lb uplift at "+, . joint 6. v'� y�c''i.t '.�A Ai 94, 4bisTEW '4',,P ONA ' May 25,2018 MEM WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. mac/061-- Design valid for use olwith MiTek®connectors.This design is based onlyu on parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Suite 109 Citrus Heights CA 95610