10829 19TH AVE SE 2021-12-13 - Laserfiche WebLink

J1079662 n yam:. 1 Truss use Type Qty Ply ilver Lake Condo Tree Strike 802 Common 2 1 ArA,-98293. Dan,Kinrald Job Reference (optional) Run: 5.425 Dec: 12020 Print: 8.42o 3 Dec 12020 M17ek Industries, Inc. 7ue Jan 12 08:01:04 Page:1 ID: mkUaGLjj22gmU4Aegbi8Szw8Td.Kn_rVigtMSM89WPZsPAG2FQoxym_pf21 F7xzw7sz 4x6■ 4 7 - r Scale =1:61.8 Plate Offsets K Y); Loading (pst) Spacing 2-0-0 CSI TCLL 26.0 Plate Grip DOL DEFL in 00C) I/defl Ltd PLATES GRIP 1.15 TC (Root Snow = 25.0) Lumber DOL D.79 Vert(LL) -0.22 2-70 >999 360 MT20 1851148 TCDL 8.0 Re Stress nor 1.16 BC 0.60 Ved(CT) -0.41 2-10 >791 240 BCLL P YES WS 0.23 Horz(CT) 0.08 6 n/a nta 0.0 Code IRC2015/TP12014 Matrix-S BCDL 7.0 Weight 98 lb FT = 20% LUMBER TOP CHORD 20 HF No.2 BRACING BOT CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly appiied`or 2-2.0 oc puffins. WEBS 2x4"DF Stud BOT CHORD Ri id cel directs a led or 10-0-0 oc bracing - REACTIONS Qb/alze) 2=115810-5-8, (min. 0-1-14), &=115610-5-8, { min. 0-1-14 MiTek recommends that Stabilizers and requited cross bracing be Max Horiz 2=73 (LC 10) ) installed during truss erection, In accordance with Stabilizer Max Uplift 2-118 (LC 10), 6-118 (LC 11) installation guide. FORCES 0b) - Max. Comp,/Max. Ten. - AN forces 250 Qb) or less except when shown. TOP CHORD BOT CHORD 2-3-2164/203, 3-1'1-1874/163, 4-11-17791183, 4-12=1779/183, &12=1874/163,"-2164/203 2-10-20111913, 9-10-52/1268. 8-9-52J1268, 648--128/1913 WEBS 4-8=-76/088, 5.8-516/171, 4-1t)=76/688, 3-1D�516/171 NOTES 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL-4.2paf; 8CDL=42psf; h=26ftr Cat 11; Exp B: Enclosed; MWFRS (envelope) exterior zone; cantilever left exposed; and vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; PF=26.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 26.0 psf on overhangs non -concurrent with other live loads. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcurreat with any other live loads. 6) AN bearings are assumed to be HF No.2. 7) Provide mechanical connection (by others) of truss to bearing Plate capable of withstanding 118 lb uplift MOM 2 and 118 lb uplift atjoint 6. 8) This truss is designed in accordance with the 2016 international Residential Code sections R602.11i 1 and R802.10.2 and referenced standard ANSI/TP11. LOAD CASES) Standard C