706 32ND ST 2021 Plans 2023-03-31

I Job Truss Truss Type Qty Ply CHRISTOPHER CONST/FRANKLIN ADU 2106757 GE02 Common Structural Gable 1 1 Job Reference(optional) Louws Truss,Inc.,Ferndale,WA 98248 Run:8.520 s Oct 22 2021 Print:8.520 s Oct 22 2021 MiTek Industries,Inc. Mon Dec 6 08:31:26 2021 Page 1 ,J I D:eDkaF2lf8kk9pyQ LxANYDmyBjCE-9icUtrOkHUMcPNKgROMf97cJl70os0?YCj6G0myBj0V -2-0-0 5-3-14 6-0-0 10-0-0 14-8-2 20-0-0 I 2-0-0 5-3-14 10-8-21 4-0-0 4-8-2 5-3-14 Scale=1:36.: 4x4= 6 5 7 5.00 12 3x4 4 8 3 26 27 9 S 1 ST2 10 `° 24 ST8 11 qq 23 ST4 ST5 T82 25 W' 22 ST6 $77 2 I 13 j B1 14-1 -- E B2 H E B 8 I- 1 21 3x4= 7x8= 3x4= 5x6= 19 20 18 17 16 15 14 6-0-0 10-0-0 11-10-0 20-0-0 I 6-0-0 4-0-0 1-10-0 8-2-0 — I Plate Offsets(X,Y)-- [3:0-1-4,0-1-8],[20:0-0-3,0-2-0],[21:0-3-0,0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.02 2-21 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.24 Vert(CT) -0.05 2-21 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(CT) 0.01 13 n/a n/a BCDL 8.0 Code IRC2015/TPI2014 Matrix-RH Weight:96 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2x4 DF No.2 10-0-0 oc bracing:2-21,20-21. OTHERS 2x4 DF No.2 JOINTS 1 Brace at Jt(s):22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 8-5-8 except(jt=length)2=0-5-8,19=0-3-8. (Ib)- Max Horz 2=93(LC 12) Max Uplift All uplift 100 lb or less at joint(s)18,17,16,15,14 except 2=-179(LC 12),20=-152(LC 12) Max Gray All reactions 250 lb or less at joint(s)13,18,17,16,15,14 except 2=631(LC 1),20=340(LC 1), 19=323(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-25=-730/145,3-25=-656/162 BOT CHORD 2-21=-157/601,20-21=-157/601 WEBS • 3-24=-571/201,23-24=-555/192,22-23=-580/208,20-22=-570/198 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)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 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,Interior(1)13-7-3 to 20-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Plates checked for a plus or minus 15 degree rotation about its center. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18,17,16,15,14 except(jt=lb)2=179,20=152. 10)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. LOAD CASE(S)Standard