706 32ND ST 2021 Plans 2023-03-31

= Job fruss Truss Type Qty Ply CHRISTOPHER CONST/FRANKLIN ADU 2106757 TO4A Common Girder 1 2 Job Reference(optional) Louws Truss,Inc.,Femdale,WA 98248 Run:8.520 s Oct 22 2021 Print:8.520 s Oct 22 2021 MiTek Industries,Inc. Mon Dec 6 08:31:36 2021 Page 1 q ID:eDkaF21f8kk9pyQLxANYDmyBjCE-sdCGzFW?wZdBcv5b0VX?ZE10_9lcCTj0VGXoMByBjoL -2-0-0 l 4-3-15 8-0-0 I 10-10-4 14-0-0 2-0-0 4-3-15 3-8-2 2-10-4 3-1-12 Scale=1:26.7 4x4= 4 3x4 5.00 12 3x4 5 3 ____________t 3x8 6 i 2 �+m NN ' 1 11 10 12 9 13 8 3x6= 14 3x6= 3x6 II 6x8= 73x4 I I 2-0-12 l 4-0-12 411 3-15 6-0-12 8-0-0 8-9]12 9-11-4 l 10-10-4 l 11-11-4 l 0 14-0-0 2-0-12 2-0-0 -3- 1-8-13 1-11-4 0- -12 1-10-8 0-11-0 1-1-0 2-0-12 Plate Offsets(X,Y)-- [8:0-2-4,0-1-8],[9:0-4-0,0-3-12],[10:0-4-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.07 9-10 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.72 Vert(CT) -0.10 9-10 >999 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.35 Horz(CT) 0.02 7 n/a n/a BCDL 8.0 Code IRC2015/TPI2014 Matrix-RH Weight:151 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, except BOT CHORD 2x6 DF No.2 end verticals. WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=2988/0-5-8 (min.0-1-9),7=2831/0-5-8 (min.0-1-8) Max Horz 2=84(LC 12) Max Uplift2=-740(LC 8),7=-668(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-5742/1353,3-4=-3686/874,4-5=-3667/887,5-6=-3872/913,6-7=-2572/618 BOT CHORD 2-11=-1261/5244,10-11=-1261/5244,10-12=-1261/5244,9-12=-1261/5244,9-13=-828/3547,8-13=-828/3547 WEBS 3-10=-328/1517,3-9=-2099/555,4-9=-612/2599,5-9=-289/113,6-8=-855/3685 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=110mph Vasd=87mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp C;Enclosed;MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Plates checked for a plus or minus 15 degree rotation about its center. 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 20.0psf 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=740, 7=668. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)764 lb down and 195 lb up at 2-0-12,764 lb down and 195 lb up at 4-0-12,764 lb down and 195 lb up at 6-0-12,764 lb down and 195 lb up at 8-0-12,and 764 lb down and 195 lb up at 9-11-4,and 764 lb down and 195 lb up at 11-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S)Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-6=-64,2-7=-16 Continued on page 2