5707 EAST DR 2025-07-31 - Laserfiche WebLink

Job Truss Truss Type Qty Ply Lowes Companies Inc 115104199 J116229.7 A02 Common 3 1 Job Reference(optional) The Truss Company(Burlington),Burlington,WA-98233, Run:8.73 S Apr 3 2024 Print:8.730 S Apr 3 2024 MiTek Industries,Inc.Fri May 03 13:42:29 Page:1 ID:Yr_IBvUXZ1 i6eTdvdRuCyEzKCOA-RfC?PsB70Hg3NSgPgnL8w3uITXbGKWrCDoi7J4zJC?f -2-0-0 7-10-14 15-0-0 22-1-2 30-0-0 32-0-0 2-0-0 7-10-14 7-1-2 7-1-2 7-10-14 12-0-0 I 5x6= 4 - - 12 3.98 r 2x4. 2x4 r 317 185 v Q' r� U) u•, 2 6 -di= 1 7 0 10 9 8 4x4= 3x6= 4x4= 3x8= 3x8= I 10-3-4 I 19-8-12 I 30-0-0 I 10-3-4 9-5-7 10-3-4 Scale=1:59.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.26 8-16 >999 240 MT20 185/148 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.84 Vert(CT) -0.51 8-16 >707 180 TCDL 8.0 Rep Stress lncr YES WB 0.30 Horz(CT) 0.12 6 n/a n/a BCLL 0.0* Code IBC20181TP12014 Matrix-MS BCDL 7.0 Weight:111 lb FT=20% LUMBER 5) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or chord live load nonconcurrent with any other live loads. 2x4 DF-N 1800F 1.6E 6) *This truss has been designed for a live load of 20.0psf BOT CHORD 2x4 HF No.2 on the bottom chord in all areas where a rectangle WEBS 2x4 DF Stud 3-06-00 tall by 2-00-00 wide will fit between the bottom BRACING chord and any other members. TOP CHORD Structural wood sheathing directly applied. 7) Provide mechanical connection(by others)of truss to BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bearing plate capable of withstanding 162 lb uplift at joint bracing. 2 and 162 lb uplift at joint 6. 6=1332/0-5-8 8) This truss is designed in accordance with the 2018 REACTIONS (lb/size) 2=1332/0-5-8, International Building Code section 2306.1 and Max Horiz 2= 14) Max Uplift 2=-162(LC 6),6=-162(LC 7) referenced standard ANSIlTPI 1. Max Gray 2=1334(LC 17),6=1334(LC 18) LOAD CASE(S) Standard FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 (Ib)or less except when shown. TOP CHORD 2-3=-2948/257,3-17=-2534/187, 4-17=-2527/206,4-18=-2527/206, 5-18=-2534/187,5-6=-2948/257 BOT CHORD 2-10=-230/2762,9-10=-82/1796, 8-9=-82/1796,6-8=-175/2762 WEBS 4-8=-59/904,5-8=-705/168,4-10=-59/904, 3-10=-705/168 NOTES 1) Wind:ASCE 7-16;Vult=110mph(3-second gust) Vasd=87mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;Cat. �1 II;Exp B;Enclosed;MWFRS(envelope)exterior zone; 1 �.±e. P cantilever left and right exposed;end vertical left and a _7 right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ® + f / 2) TCLL:ASCE 7-16;Pf=25.0 psf(Lum DOL=1.15 Plate a, �r"a4 "" + DOL=1.15);Is 1.0;Rough Cat B;Partially Exp.;Ce=1.0; I Y,)jc.;� '.) Cs=1.00;Ct=1.10;IBC 1607.11.2 minimum roof live load ; i 9-i "S'4 applied where required. :,. 3) Unbalanced snow loads have been considered for this i" design. 994 4) This truss has been designed for greater of min roof live .E/ g r load of 20.0 psf or 1.00 times flat roof load of 25.0 psf on �r overhangs non-concurrent with other live loads. ONj :}a '. 3111 May 6,2024 t, , A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-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 ANSUfPl1 Quality Criteria,DSB-89 and BCS11 Building Component �1,, c d Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. theTRUSScO 1Nc,