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HomeMy WebLinkAboutTRUSS SPECS - 20-00702 - 997 McJon Ln - Lords - New SFRJob 20-57340 Truss A Truss Type GABLE Qty 1 Ply 1 Job Reference (optional)8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Sep 3 14:21:58 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:FqxzTAY3PKdd9_mlw_ui3wzNVJm-TkelWtxqhaAR41CyECiOm_Y22svAp9bOWm1dS2yhIeN Scale = 1:82.4 T1 T2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 T3 T4 B2B3 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11ST12 ST13ST14 ST15 ST16 ST17 ST18 ST19 ST20 ST21 ST22 ST23 ST24 ST25 ST26 ST27 ST28 ST29 ST30 ST31 ST32 ST33 ST34 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 70 71 72 73 5x6 5x6 5x6 3x8 3x4 3x4 3x4 3x4 3x4 3x4 3x4 3x4 5x6 5x6 6x8 6x8 7-10-5 7-10-5 17-0-2 9-1-13 22-6-0 5-5-14 27-11-14 5-5-14 37-1-11 9-1-13 45-0-0 7-10-5 -1-6-0 1-6-0 6-0-6 6-0-6 11-6-4 5-5-14 17-0-2 5-5-14 22-6-0 5-5-14 27-11-14 5-5-14 33-5-12 5-5-14 38-11-10 5-5-14 45-0-0 6-0-6 0- 4 - 3 11 - 7 - 3 12 - 3 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [2:0-1-11,Edge], [5:0-3-0,0-3-0], [10:0-3-0,0-3-0], [12:0-1-11,Edge], [14:0-4-0,Edge], [18:0-4-0,Edge] LOADING (psf)TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES IRC2018/TPI2014 CSI.TC BC WB Matrix-SH 0.63 0.72 0.74 DEFL.Vert(LL) Vert(CT) Horz(CT) Wind(LL) in-0.31 -0.54 0.19 0.15 (loc)15-16 17-19 12 15-16 l/defl>999 >997 n/a >999 L/d360 240 n/a 240 PLATESMT20 Weight: 391 lb FT = 20% GRIP220/195 LUMBER-TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W5,W6,W10,W11: 2x4 DF StudOTHERS2x4 DF Stud *Except* ST1,ST5,ST18,ST22: 2x4 DF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing. WEBS 1 Row at midpt 7-16, 8-16, 6-16 MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2464/0-5-8 (min. 0-2-10), 12=2313/0-5-8 (min. 0-2-7) Max Horz2=138(LC 9) Max Uplift2=-130(LC 12), 12=-105(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-70=-4466/1071, 3-70=-4358/1083, 3-4=-4211/1083, 4-5=-3304/914, 5-71=-3194/915, 6-71=-3118/925, 6-7=-2674/853, 7-8=-2674/853, 8-72=-3121/932, 9-72=-3307/922, 9-10=-4136/1148, 10-11=-4243/1130, 11-73=-4298/1152, 12-73=-4499/1141 BOT CHORD 2-19=-838/3858, 18-19=-656/3370, 17-18=-656/3370, 16-17=-450/2864, 15-16=-457/2867, 14-15=-679/3381, 13-14=-679/3381, 12-13=-917/3893WEBS7-16=-571/1865, 8-16=-1294/372, 8-15=-133/698, 9-15=-747/323, 9-13=-167/603, 11-13=-369/277, 6-16=-1264/357, 6-17=-120/693, 4-17=-736/300, 4-19=-107/575, 3-19=-355/232 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed;MWFRS (envelope) and C-C Corner(3E) -1-6-0 to 3-0-0, Exterior(2N) 3-0-0 to 18-0-0, Corner(3R) 18-0-0 to 27-0-0, Exterior(2N)27-0-0 to 40-3-4, Corner(3E) 40-3-4 to 44-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.104) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangsnon-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)2=130, 12=105.10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57340 Truss A1 Truss Type Common Qty 6 Ply 1 Job Reference (optional)8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Sep 3 14:22:00 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:FqxzTAY3PKdd9_mlw_ui3wzNVJm-P7mVxYz5DBQ9JLMKLcksrPdNofb9H3cg_4WkWxyhIeL Scale = 1:77.9 T1 T2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9W10 W11 T3 T4 B2B312 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 3x6 5x6 4x6 3x10 4x6 3x8 1.5x4 1.5x4 3x10 4x6 7-10-5 7-10-5 17-0-2 9-1-13 22-6-0 5-5-14 27-11-14 5-5-14 37-1-11 9-1-13 45-0-0 7-10-5 -1-6-0 1-6-0 6-0-6 6-0-6 11-6-4 5-5-14 17-0-2 5-5-14 22-6-0 5-5-14 27-11-14 5-5-14 33-5-12 5-5-14 38-11-10 5-5-14 45-0-0 6-0-6 0- 4 - 3 11 - 7 - 3 12 - 3 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [2:0-10-0,0-0-10], [12:0-10-0,0-0-10] LOADING (psf)TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES IRC2018/TPI2014 CSI.TC BC WB Matrix-SH 0.68 0.75 0.77 DEFL.Vert(LL) Vert(CT) Horz(CT) Wind(LL) in-0.32 -0.54 0.20 0.12 (loc)15-16 17-19 12 15 l/defl>999 >987 n/a >999 L/d360 240 n/a 240 PLATESMT20 Weight: 244 lb FT = 20% GRIP220/195 LUMBER-TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W5,W6,W10,W11: 2x4 DF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 2-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-0-6 oc bracing. WEBS 1 Row at midpt 8-16, 6-16 MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2473/0-5-8 (min. 0-2-10), 12=2322/Mechanical Max Horz2=138(LC 9)Max Uplift2=-130(LC 12), 12=-106(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-4485/612, 3-20=-4376/632, 3-4=-4229/640, 4-5=-3323/581, 5-21=-3213/590, 6-21=-3137/600, 6-22=-2693/568, 7-22=-2583/587, 7-23=-2583/587, 8-23=-2693/568, 8-24=-3152/605, 9-24=-3338/594, 9-10=-4228/687, 10-11=-4336/668, 11-25=-4399/683, 12-25=-4602/671BOT CHORD 2-19=-484/3874, 18-19=-398/3387, 17-18=-398/3387, 16-17=-285/2881, 15-16=-291/2895,14-15=-416/3430, 13-14=-416/3430, 12-13=-542/4007 WEBS 7-16=-327/1882, 8-16=-1314/226, 8-15=-33/720, 9-15=-778/181, 9-13=-58/663, 11-13=-427/178, 6-16=-1266/216, 6-17=-23/692, 4-17=-736/164, 4-19=-15/575, 3-19=-354/146 NOTES-1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-6-0 to 3-0-0, Interior(1) 3-0-0 to 18-0-0, Exterior(2R) 18-0-0 to 27-0-0, Interior(1) 27-0-0 to 40-5-4, Exterior(2E) 40-5-4 to 44-11-4 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.103) 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 35.0 psf on overhangsnon-concurrent with other live loads. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)2=130, 12=106.9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57340 Truss A2 Truss Type Common Qty 7 Ply 1 Job Reference (optional)8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Sep 3 14:22:01 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:FqxzTAY3PKdd9_mlw_ui3wzNVJm-tJKt8uzj_VY0xUwXvKF5NdAZb3zj0T5qCkFH2NyhIeK Scale = 1:78.2 T1 T2 B1 W1 W2 W3 W4 W5 W6 W7 T3 T4 B2B3B4 W10 W11 W12 W13 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 26 27 3x6 5x6 3x6 3x8 4x6 3x4 1.5x4 3x4 3x4 3x4 3x8 3x4 3x6 3x5 3x6 3x4 3x8 4x5 1.5x4 7-10-5 7-10-5 17-0-2 9-1-13 22-6-0 5-5-14 29-9-13 7-3-13 39-9-4 9-11-7 40-0-0 0-2-12 45-0-0 5-0-0 -1-6-0 1-6-0 6-0-6 6-0-6 11-6-4 5-5-14 17-0-2 5-5-14 22-6-0 5-5-14 26-1-15 3-7-15 29-9-13 3-7-15 33-5-12 3-7-15 37-1-11 3-7-15 39-9-4 2-7-9 45-0-0 5-2-12 46-6-0 1-6-0 0- 4 - 3 11 - 7 - 3 12 - 3 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-6] LOADING (psf)TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES IRC2018/TPI2014 CSI.TC BC WB Matrix-SH 0.61 0.60 0.94 DEFL.Vert(LL) Vert(CT) Horz(CT) Wind(LL) in-0.20 -0.40 0.12 0.08 (loc)19-21 19-21 14 19-21 l/defl>999 >999 n/a >999 L/d360 240 n/a 240 PLATESMT20 Weight: 248 lb FT = 20% GRIP220/195 LUMBER-TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W2,W11,W12: 2x4 DF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-14. WEBS 1 Row at midpt 6-18, 8-18, 8-16, 9-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2150/0-5-8 (min. 0-2-5), 14=2778/0-5-8 (min. 0-2-15)Max Horz2=-136(LC 10)Max Uplift2=-127(LC 12), 14=-145(LC 13)Max Grav2=2191(LC 19), 14=2778(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-3885/468, 3-22=-3777/488, 3-4=-3628/496, 4-5=-2706/434, 5-23=-2596/443, 6-23=-2495/452, 6-24=-2018/419, 7-24=-1867/437, 7-8=-1960/459, 8-25=-1877/345, 25-26=-1979/332, 9-26=-2124/332, 9-10=-329/863, 10-11=-351/650, 11-27=-443/847, 12-27=-461/738 BOT CHORD 2-21=-316/3344, 20-21=-226/2836, 19-20=-226/2836, 18-19=-113/2335, 17-18=-38/1810, 16-17=-38/1810, 15-16=-3/1601, 14-15=-3/1601, 12-14=-658/493 WEBS 3-21=-364/150, 4-21=-19/587, 4-19=-741/164, 6-19=-26/690, 6-18=-1289/225, 7-18=-252/1369, 8-18=-690/153, 9-16=0/409, 11-14=-501/200, 9-14=-3067/672 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-6-0 to 3-0-0, Interior(1) 3-0-0 to 18-0-0, Exterior(2R) 18-0-0 to 27-0-0, Interior(1) 27-0-0 to 42-0-0, Exterior(2E) 42-0-0 to 46-6-0 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=1.602) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.103) 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 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)2=127, 14=145.7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57340 Truss A3 Truss Type Common Qty 2 Ply 1 Job Reference (optional)8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Sep 3 14:22:03 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:FqxzTAY3PKdd9_mlw_ui3wzNVJm-qiSeZa?zW6okAo4v0lHZS2FuntcLUQq7g2kO7GyhIeI Scale = 1:77.9 T1 T2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9W10 W11 T3 T4 B2B312 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 3x6 5x6 4x6 3x10 4x6 3x8 1.5x4 1.5x4 3x10 4x6 7-10-5 7-10-5 17-0-2 9-1-13 22-6-0 5-5-14 27-11-14 5-5-14 37-1-11 9-1-13 45-0-0 7-10-5 -1-6-0 1-6-0 6-0-6 6-0-6 11-6-4 5-5-14 17-0-2 5-5-14 22-6-0 5-5-14 27-11-14 5-5-14 33-5-12 5-5-14 38-11-10 5-5-14 45-0-0 6-0-6 0- 4 - 3 11 - 7 - 3 12 - 3 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [2:0-10-0,0-0-10], [12:0-10-0,0-0-10] LOADING (psf)TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES IRC2018/TPI2014 CSI.TC BC WB Matrix-SH 0.63 0.72 0.74 DEFL.Vert(LL) Vert(CT) Horz(CT) Wind(LL) in-0.31 -0.54 0.19 0.11 (loc)15-16 17-19 12 15 l/defl>999 >997 n/a >999 L/d360 240 n/a 240 PLATESMT20 Weight: 244 lb FT = 20% GRIP220/195 LUMBER-TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W5,W6,W10,W11: 2x4 DF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS 1 Row at midpt 8-16, 6-16 MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2464/0-5-8 (min. 0-2-10), 12=2313/0-5-8 (min. 0-2-7) Max Horz2=138(LC 11)Max Uplift2=-130(LC 12), 12=-105(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-4466/609, 3-20=-4358/629, 3-4=-4211/637, 4-5=-3304/579, 5-21=-3194/587, 6-21=-3118/597, 6-22=-2674/566, 7-22=-2564/584, 7-23=-2564/584, 8-23=-2674/566, 8-24=-3121/601, 9-24=-3307/590, 9-10=-4136/675, 10-11=-4243/656, 11-25=-4298/669, 12-25=-4499/657BOT CHORD 2-19=-482/3858, 18-19=-396/3370, 17-18=-396/3370, 16-17=-283/2864, 15-16=-287/2867,14-15=-409/3381, 13-14=-409/3381, 12-13=-526/3893 WEBS 7-16=-325/1865, 8-16=-1294/223, 8-15=-30/698, 9-15=-747/177, 9-13=-50/603, 11-13=-369/169, 6-16=-1264/216, 6-17=-23/693, 4-17=-736/164, 4-19=-15/575, 3-19=-355/146 NOTES-1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-6-0 to 3-0-0, Interior(1) 3-0-0 to 18-0-0, Exterior(2R) 18-0-0 to 27-0-0, Interior(1) 27-0-0 to 40-3-4, Exterior(2E) 40-3-4 to 44-9-4 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.103) 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 35.0 psf on overhangsnon-concurrent with other live loads. 5) All plates are 3x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)2=130, 12=105.8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57340 Truss A4 Truss Type Common Qty 12 Ply 1 Job Reference (optional)8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Sep 3 14:22:04 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:FqxzTAY3PKdd9_mlw_ui3wzNVJm-Iu?0mw0bHQwaoyf6aSoo?Fo2aH_ADt8GuiUyfiyhIeH Scale = 1:73.8 T1 T2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 EV2 WCR2T3T4 B2B31 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 3x6 5x6 3x6 3x8 4x6 3x4 1.5x4 3x4 3x4 3x4 3x8 3x4 3x4 3x5 3x6 3x4 3x6 7-10-5 7-10-5 17-0-2 9-1-13 22-6-0 5-5-14 31-6-4 9-0-4 40-10-0 9-3-12 -1-6-0 1-6-0 6-0-6 6-0-6 11-6-4 5-5-14 17-0-2 5-5-14 22-6-0 5-5-14 28-6-3 6-0-3 34-6-5 6-0-3 40-10-0 6-3-11 0- 4 - 3 11 - 7 - 3 12 - 3 - 1 5 2- 5 - 3 6.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-6] LOADING (psf)TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES IRC2018/TPI2014 CSI.TC BC WB Matrix-SH 0.69 0.62 0.73 DEFL.Vert(LL) Vert(CT) Horz(CT) Wind(LL) in-0.22 -0.43 0.13 0.08 (loc)16-18 16-18 12 16 l/defl>999 >999 n/a >999 L/d360 240 n/a 240 PLATESMT20 Weight: 229 lb FT = 20% GRIP220/195 LUMBER-TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W2,W9,EV2: 2x4 DF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-15, 8-13, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2252/0-5-8 (min. 0-2-6), 12=2101/0-3-8 (min. 0-2-4)Max Horz2=186(LC 9)Max Uplift2=-128(LC 12), 12=-83(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-4014/534, 3-19=-3908/554, 3-4=-3758/561, 4-5=-2836/505, 5-20=-2727/520, 6-20=-2651/523, 6-21=-2213/487, 7-21=-2103/506, 7-22=-2103/502, 8-22=-2226/487, 8-23=-2370/481, 9-23=-2576/461, 11-12=-284/130BOT CHORD 2-18=-417/3458, 17-18=-331/2957, 16-17=-331/2957, 15-16=-218/2446, 14-15=-204/2184,13-14=-204/2184, 12-13=-244/2113 WEBS 3-18=-365/146, 4-18=-13/588, 4-16=-743/165, 6-16=-33/682, 6-15=-1223/217, 7-15=-246/1435, 8-15=-750/176, 9-13=0/303, 9-12=-2665/356 NOTES-1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed;MWFRS (envelope) and C-C Exterior(2E) -1-6-0 to 2-7-0, Interior(1) 2-7-0 to 18-5-0, Exterior(2R) 18-5-0 to 26-7-0, Interior(1) 26-7-0 to 36-7-4, Exterior(2E) 36-7-4 to 40-8-4 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 35.0 psf on overhangsnon-concurrent with other live loads.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb) 2=128. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57340 Truss A5 Truss Type Common Qty 3 Ply 1 Job Reference (optional)8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Sep 3 14:22:06 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:FqxzTAY3PKdd9_mlw_ui3wzNVJm-EH7mBc1sp1BI2GpUitrG4gtO?4gihlZZM0z2kayhIeF Scale = 1:78.1 T1 T2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 T3 T4 B2B312 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 3x6 5x6 3x6 3x8 4x6 3x4 1.5x4 3x4 3x4 3x4 3x8 3x4 3x4 4x5 3x6 1.5x4 3x5 3x6 7-10-5 7-10-5 17-0-2 9-1-13 22-6-0 5-5-14 31-7-10 9-1-10 40-9-4 9-1-10 41-0-0 0-2-12 45-0-0 4-0-0 -1-6-0 1-6-0 6-0-6 6-0-6 11-6-4 5-5-14 17-0-2 5-5-14 22-6-0 5-5-14 28-7-1 6-1-1 34-8-3 6-1-1 40-9-4 6-1-1 45-0-0 4-2-12 0- 4 - 3 11 - 7 - 3 12 - 3 - 1 5 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-6] LOADING (psf)TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES IRC2018/TPI2014 CSI.TC BC WB Matrix-SH 0.70 0.61 0.80 DEFL.Vert(LL) Vert(CT) Horz(CT) Wind(LL) in-0.22 -0.43 0.13 0.08 (loc)17-19 17-19 13 17 l/defl>999 >999 n/a >999 L/d360 240 n/a 240 PLATESMT20 Weight: 241 lb FT = 20% GRIP220/195 LUMBER-TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W2,W9,W11: 2x4 DF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 6-16, 8-16, 8-14, 9-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2234/0-5-8 (min. 0-2-6), 13=2568/0-5-8 (min. 0-2-12)Max Horz2=138(LC 9)Max Uplift2=-128(LC 12), 13=-117(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-3975/523, 3-20=-3866/543, 3-4=-3718/551, 4-5=-2795/492, 5-21=-2686/500, 6-21=-2610/510, 6-22=-2173/473, 7-22=-2063/492, 7-23=-2063/488, 8-23=-2188/467, 8-24=-2263/427, 9-24=-2469/423, 9-10=-63/386, 10-11=-78/274, 11-12=-188/379BOT CHORD 2-19=-407/3423, 18-19=-319/2921, 17-18=-319/2921, 16-17=-206/2409, 15-16=-177/2123,14-15=-177/2123, 13-14=-170/1979 WEBS 3-19=-363/148, 4-19=-15/587, 4-17=-744/165, 6-17=-34/681, 6-16=-1256/224, 7-16=-231/1398, 8-16=-700/155, 9-14=0/348, 9-13=-2924/477, 11-13=-500/211 NOTES-1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed;MWFRS (envelope) and C-C Exterior(2E) -1-6-0 to 3-0-0, Interior(1) 3-0-0 to 18-0-0, Exterior(2R) 18-0-0 to 27-0-0, Interior(1) 27-0-0 to 40-6-0, Exterior(2E) 40-6-0 to 45-0-0 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; 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 35.0 psf on overhangsnon-concurrent with other live loads.5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=128, 13=117. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57340 Truss A6 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional)8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Sep 3 14:22:08 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:FqxzTAY3PKdd9_mlw_ui3wzNVJm-AgFXcI36KeR0HZztpItk95yjEuM49dIspKS9oTyhIeD Scale = 1:73.9 T1 T2 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 EV2 WCR2 T3 B2B3 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST20 ST21 ST22 ST23 ST24 ST25ST26 ST27 ST28 ST29 ST30 ST31 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 67 68 69 5x6 3x6 3x8 4x6 3x4 3x4 3x4 3x4 3x8 3x4 3x5 6x8 3x4 3x6 5x6 3x4 3x4 2x4 2x4 7-10-5 7-10-5 17-0-2 9-1-13 22-6-0 5-5-14 31-7-4 9-1-4 41-0-0 9-4-12 -1-6-0 1-6-0 6-0-6 6-0-6 11-6-4 5-5-14 17-0-2 5-5-14 22-6-0 5-5-14 28-6-13 6-0-13 34-7-11 6-0-13 41-0-0 6-4-5 0- 4 - 3 11 - 7 - 3 12 - 3 - 1 5 2- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-6], [5:0-3-0,0-3-0], [8:0-0-8,0-1-8], [65:0-1-5,0-0-12] LOADING (psf)TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES IRC2018/TPI2014 CSI.TC BC WB Matrix-SH 0.72 0.62 0.91 DEFL.Vert(LL) Vert(CT) Horz(CT) Wind(LL) in-0.22 -0.43 0.14 0.10 (loc)16-18 16-18 12 16-18 l/defl>999 >999 n/a >999 L/d360 240 n/a 240 PLATESMT20 Weight: 374 lb FT = 20% GRIP220/195 LUMBER-TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W2,W9,EV2: 2x4 DF StudOTHERS2x4 DF Stud *Except* ST1,ST5,ST18,ST22: 2x4 DF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-7-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-15, 8-13, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2261/0-5-8 (min. 0-2-7), 12=2109/0-5-8 (min. 0-2-4)Max Horz2=184(LC 11)Max Uplift2=-128(LC 12), 12=-84(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-67=-4033/961, 3-67=-3927/974, 3-4=-3776/974, 4-5=-2855/810, 5-68=-2746/811, 6-68=-2670/820, 6-7=-2232/744, 7-8=-2246/739, 8-69=-2413/784, 9-69=-2621/763, 11-12=-290/230BOT CHORD 2-18=-772/3474, 17-18=-594/2974, 16-17=-594/2974, 15-16=-389/2463, 14-15=-362/2216,13-14=-362/2216, 12-13=-462/2163 WEBS 3-18=-364/230, 4-18=-103/588, 4-16=-743/299, 6-16=-129/682, 6-15=-1222/363, 7-15=-459/1450, 8-15=-769/287, 9-13=0/287, 9-12=-2699/607 NOTES-1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed;MWFRS (envelope) and C-C Corner(3E) -1-6-0 to 2-7-3, Exterior(2N) 2-7-3 to 18-4-13, Corner(3R) 18-4-13 to 26-7-3, Exterior(2N) 26-7-3 to 36-9-1, Corner(3E) 36-9-1 to 40-10-4 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 2) 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 1.3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.104) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc.8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12 except (jt=lb)2=128. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57340 Truss B Truss Type GABLE Qty 1 Ply 1 Job Reference (optional)8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Sep 3 14:22:10 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:FqxzTAY3PKdd9_mlw_ui3wzNVJm-62NH1z4MsFhkWt6FxjvCFW2Csh91dl59HexGtMyhIeB Scale = 1:33.7 T1 T2 B1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 4x5 3x4 3x4 16-0-0 16-0-0 -1-6-0 1-6-0 8-0-0 8-0-0 16-0-0 8-0-0 17-6-0 1-6-0 0- 6 - 7 5- 6 - 7 6- 3 - 6 0- 6 - 7 7.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-10], [10:0-0-0,0-0-10] LOADING (psf)TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES IRC2018/TPI2014 CSI.TC BC WB Matrix-SH 0.13 0.08 0.06 DEFL.Vert(LL) Vert(CT) Horz(CT) in0.00 0.00 0.00 (loc)11 11 10 l/defln/r n/r n/a L/d120 120 n/a PLATESMT20 Weight: 79 lb FT = 20% GRIP220/195 LUMBER-TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.All bearings 16-0-0. (lb) - Max Horz2=-124(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 18, 14, 13, 12 except 2=285(LC 1), 10=285(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed;MWFRS (envelope) and C-C Corner(3E) -1-6-0 to 1-6-0, Exterior(2N) 1-6-0 to 5-0-0, Corner(3R) 5-0-0 to 11-0-0, Exterior(2N) 11-0-0to 14-6-0, Corner(3E) 14-6-0 to 17-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for membersand forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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 35.0 psf on overhangsnon-concurrent with other live loads.5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 16, 17, 18,14, 13, 12.10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57340 Truss B1 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional)8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Sep 3 14:22:12 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:FqxzTAY3PKdd9_mlw_ui3wzNVJm-3RU2Sf6cOtxSmBGe28ygKx7RkVki5XHRkyQNxEyhIe9 Scale = 1:73.5 T1 T2 B1 W2 W3 W5W6 W1 W4 T3 T4 B2B3 W7 W8 ST1ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 39 40 12x16 8x10 12x16 5x8 8x12 MT20HS 3x10 8x10 3x10 8x10 1.5x4 8x10 5x8 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 14-0-0 5- 1 - 4 8- 1 - 1 4 5-0-2 5-0-2 9-10-4 4-10-2 17-0-0 7-1-12 24-1-12 7-1-12 28-11-14 4-10-2 34-0-0 5-0-2 -1-6-01-6-0 5-0-25-0-2 9-10-44-10-2 13-7-153-9-11 15-1-61-5-7 17-0-01-10-10 18-10-101-10-1020-4-11-5-7 24-1-123-9-11 28-11-144-10-2 34-0-05-0-2 35-6-01-6-0 0- 6 - 7 11 - 1 - 1 5 11 - 1 0 - 1 4 0- 6 - 7 7.50 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-10], [4:0-7-2,0-1-0], [5:0-0-11,0-0-0], [7:0-0-11,0-0-0], [8:0-7-2,0-1-0], [10:0-4-0,0-1-10], [13:0-3-8,0-6-4], [16:0-3-8,0-6-4], [19:0-1-14,0-0-12],[22:0-1-14,0-0-12], [23:0-2-1,0-0-0], [31:0-1-14,0-0-12], [32:0-2-1,0-0-0], [34:0-1-14,0-0-12] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLLBCDL 35.0 7.0 0.010.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress IncrCode 2-0-0 1.15 1.15 YESIRC2018/TPI2014 CSI. TC BC WBMatrix-SH 0.62 0.57 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT)Wind(LL) in -0.40 -0.62 0.040.09 (loc) 13-16 13-16 1013-16 l/defl >999 >650 n/a>999 L/d 360 240 n/a240 PLATES MT20 MT20HS Weight: 312 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x10 DF SS *Except* T3,T4: 2x4 DF No.1&Btr BOT CHORD 2x10 DF SSWEBS2x4 DF Stud *Except* W1: 2x4 DF No.1&BtrOTHERS2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2093/0-3-8 (min. 0-2-6), 10=2093/0-3-8 (min. 0-2-6) Max Horz2=-236(LC 8) Max Grav2=2277(LC 19), 10=2277(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3544/91, 3-4=-3286/52, 4-39=-2420/152, 5-39=-2242/182, 5-6=0/1076, 6-7=0/1077, 7-40=-2242/182, 8-40=-2420/152, 8-9=-3286/52, 9-10=-3547/91 BOT CHORD 2-17=0/3116, 16-17=0/3131, 15-16=0/2546, 14-15=0/2546, 13-14=0/2546, 12-13=0/2957, 10-12=0/2942WEBS8-13=0/1398, 9-13=-717/168, 4-16=0/1398, 3-16=-714/166, 5-18=-3935/131, 7-18=-3935/131, 6-18=-4/683, 3-17=-430/58, 9-12=-433/62 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-6-0 to 1-10-13, Interior(1) 1-10-13 to 13-7-3, Exterior(2R) 13-7-3 to 20-4-13, Interior(1)20-4-13 to 32-1-3, Exterior(2E) 32-1-3 to 35-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.602) 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. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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 35.0 psf on overhangsnon-concurrent with other live loads.5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 3x6 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-18, 7-18; Wall dead load (5.0psf) on member(s).8-13, 4-16 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-1611) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1. 12) Attic room checked for L/360 deflection. LOAD CASE(S)Standard Job 20-57340 Truss B2 Truss Type Attic Qty 11 Ply 1 Job Reference (optional)8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Sep 3 14:22:14 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:FqxzTAY3PKdd9_mlw_ui3wzNVJm-?pcotL7twUBA?UQ1AZ_8PMCnEJQAZRmkCGvT07yhIe7 Scale = 1:73.5 T1 T2 B1 W2 W3 W5 W6 W1 W4 T3 T4 B2B3 W7 W8 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 12x16 8x10 12x16 5x8 8x12 MT20HS 3x10 8x10 3x10 8x10 3x6 3x6 1.5x4 8x10 5x8 3x6 3x6 14-0-0 5- 1 - 4 8- 1 - 1 4 5-0-2 5-0-2 9-10-4 4-10-2 17-0-0 7-1-12 24-1-12 7-1-12 28-11-14 4-10-2 34-0-0 5-0-2 -1-6-01-6-0 5-0-25-0-2 9-10-44-10-2 13-7-153-9-11 15-1-61-5-7 17-0-01-10-10 18-10-101-10-1020-4-11-5-7 24-1-123-9-11 28-11-144-10-2 34-0-05-0-2 35-6-01-6-0 0- 6 - 7 11 - 1 - 1 5 11 - 1 0 - 1 4 0- 6 - 7 7.50 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-10], [4:0-7-2,0-1-0], [5:0-0-11,0-0-0], [7:0-0-11,0-0-0], [8:0-7-2,0-1-0], [10:0-4-0,0-1-10], [13:0-3-8,0-6-4], [16:0-3-8,0-6-4] LOADING (psf)TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES IRC2018/TPI2014 CSI.TC BC WB Matrix-SH 0.62 0.57 0.53 DEFL.Vert(LL) Vert(CT) Horz(CT) Wind(LL) in-0.40 -0.62 0.04 0.09 (loc)13-16 13-16 10 13-16 l/defl>999 >650 n/a >999 L/d360 240 n/a 240 PLATESMT20 MT20HS Weight: 289 lb FT = 20% GRIP220/195 165/146 LUMBER-TOP CHORD 2x10 DF SS *Except* T3,T4: 2x4 DF No.1&Btr BOT CHORD 2x10 DF SS WEBS 2x4 DF Stud *Except* W1: 2x4 DF No.1&Btr BRACING-TOP CHORD Structural wood sheathing directly applied or 3-5-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 18 MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)2=2093/0-3-8 (min. 0-2-6), 10=2093/0-3-8 (min. 0-2-6) Max Horz2=-236(LC 8)Max Grav2=2277(LC 19), 10=2277(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3544/91, 3-4=-3286/52, 4-19=-2420/152, 5-19=-2242/182, 5-6=0/1076, 6-7=0/1077, 7-20=-2242/182, 8-20=-2420/152, 8-9=-3286/52, 9-10=-3547/91 BOT CHORD 2-17=0/3116, 16-17=0/3131, 15-16=0/2546, 14-15=0/2546, 13-14=0/2546, 12-13=0/2957, 10-12=0/2942WEBS8-13=0/1398, 9-13=-717/168, 4-16=0/1398, 3-16=-714/166, 5-18=-3935/131, 7-18=-3935/131, 6-18=-4/683, 3-17=-430/58, 9-12=-433/62 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-6-0 to 1-10-13, Interior(1) 1-10-13 to 13-7-3, Exterior(2R) 13-7-3 to 20-4-13, Interior(1)20-4-13 to 32-1-3, Exterior(2E) 32-1-3 to 35-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C formembers and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.6) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-18, 7-18; Wall dead load (5.0psf) on member(s).8-13, 4-167) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 13-16 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Attic room checked for L/360 deflection. LOAD CASE(S)Standard Job 20-57340 Truss B3 Truss Type Attic Qty 1 Ply 2 Job Reference (optional)8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Sep 3 14:22:16 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:FqxzTAY3PKdd9_mlw_ui3wzNVJm-xCkYI197S5RuEoaPHz0cUnI5864l1LF1faOa4?yhIe5 Scale = 1:71.5 T1 T2 B1 W2 W3 W5 W6 W1 W4 T3 T4 B2B3 W7 W8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 12x16 8x10 12x16 5x8 8x12 MT20HS 3x10 8x10 3x10 8x10 3x6 3x6 1.5x4 5x8 8x12 MT20HS3x6 3x6 14-0-0 5- 1 - 4 8- 1 - 1 4 5-0-2 5-0-2 9-10-4 4-10-2 17-0-0 7-1-12 24-1-12 7-1-12 28-11-14 4-10-2 34-0-0 5-0-2 5-0-25-0-2 9-10-44-10-2 13-7-153-9-11 15-1-61-5-7 17-0-01-10-10 18-10-101-10-10 20-4-11-5-7 24-1-123-9-11 28-11-144-10-2 34-0-05-0-2 0- 6 - 7 11 - 1 - 1 5 0- 6 - 7 7.50 12 Plate Offsets (X,Y)-- [1:0-4-0,0-1-10], [3:0-7-2,0-1-0], [4:0-0-11,0-0-0], [6:0-0-11,0-0-0], [7:0-7-1,0-1-0], [9:0-4-0,0-1-10], [11:0-3-8,0-6-4], [14:0-3-8,0-6-4] LOADING (psf)TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 4-0-01.15 1.15 NO IRC2018/TPI2014 CSI.TC BC WB Matrix-SH 0.72 0.63 0.53 DEFL.Vert(LL) Vert(CT) Horz(CT) Wind(LL) in-0.40 -0.63 0.04 0.09 (loc)11-14 11-14 9 11-14 l/defl>999 >647 n/a >999 L/d360 240 n/a 240 PLATESMT20 MT20HS Weight: 568 lb FT = 20% GRIP220/195 165/146 LUMBER-TOP CHORD 2x10 DF SS *Except* T3,T4: 2x4 DF No.1&Btr BOT CHORD 2x10 DF SS WEBS 2x4 DF Stud *Except* W1: 2x4 DF No.1&Btr BRACING-TOP CHORD 2-0-0 oc purlins (5-2-5 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 5, 16 REACTIONS.(lb/size)1=3909/0-3-8 (min. 0-2-4), 9=3909/0-3-8 (min. 0-2-4) Max Horz1=-431(LC 6) Max Grav1=4317(LC 18), 9=4317(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 1-2=-7171/254, 2-3=-6600/133, 3-17=-4859/323, 4-17=-4503/383, 4-5=0/2162, 5-6=0/2164, 6-18=-4503/383, 7-18=-4859/323, 7-8=-6600/133, 8-9=-7177/254 BOT CHORD 1-15=-100/6283, 14-15=-99/6311, 13-14=0/5094, 12-13=0/5094, 11-12=0/5094, 10-11=-99/5992, 9-10=-100/5965 WEBS 7-11=0/2814, 8-11=-1490/354, 3-14=0/2814, 2-14=-1485/350, 4-16=-7903/302, 6-16=-7903/302, 5-16=-14/1371, 2-15=-825/112, 8-10=-830/119 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 0-9-0 oc, 2x10 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 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 toply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-6-9, Interior(1) 3-6-9 to 13-7-3, Exterior(2R) 13-7-3 to 20-4-13, Interior(1) 20-4-13 to 30-5-7, Exterior(2E) 30-5-7 to 33-10-4 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=1.604) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.105) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-16, 6-16; Wall dead load (5.0psf) on member(s).7-11, 3-14 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-14 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.11) Attic room checked for L/360 deflection. LOAD CASE(S)Standard Job 20-57340 Truss C Truss Type GABLE Qty 1 Ply 1 Job Reference (optional)8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Sep 3 14:22:18 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:FqxzTAY3PKdd9_mlw_ui3wzNVJm-tbsJjiBN_jhbU6koPO24ZCNarwu0VMJK7tth9uyhIe3 Scale = 1:40.8 T1 T2 B1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 4x5 3x4 3x4 3x4 22-0-0 22-0-0 -1-6-0 1-6-0 11-0-0 11-0-0 22-0-0 11-0-0 23-6-0 1-6-0 0- 4 - 3 5- 1 0 - 3 6- 6 - 1 5 0- 4 - 3 6.00 12 LOADING (psf)TCLL(Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING-Plate Grip DOLLumber DOL Rep Stress Incr Code 2-0-01.151.15 YES IRC2018/TPI2014 CSI.TCBC WB Matrix-SH 0.130.07 0.11 DEFL.Vert(LL)Vert(CT) Horz(CT) in0.000.00 0.00 (loc)1313 12 l/defln/rn/r n/a L/d120120 n/a PLATESMT20 Weight: 105 lb FT = 20% GRIP220/195 LUMBER-TOP CHORD 2x4 DF No.1&BtrBOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.All bearings 22-0-0. (lb) - Max Horz2=71(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 20, 21, 22, 23, 18, 17, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 19 except 2=304(LC 19), 20=320(LC 19), 21=309(LC 19), 22=256(LC 19), 23=261(LC 1), 18=320(LC 20), 17=309(LC 20), 15=256(LC 20), 14=261(LC 1), 12=304(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-20=-280/94, 5-21=-268/99, 8-18=-280/94, 9-17=-268/99 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed;MWFRS (envelope) and C-C Corner(3E) -1-6-0 to 1-6-0, Exterior(2N) 1-6-0 to 8-0-0, Corner(3R) 8-0-0 to 14-0-0, Exterior(2N) 14-0-0to 20-6-0, Corner(3E) 20-6-0 to 23-6-0 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 2) 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. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.104) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc.9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 20, 21, 22, 23,18, 17, 15, 14, 12. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57340 Truss C1 Truss Type Common Qty 7 Ply 1 Job Reference (optional)8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Sep 3 14:22:19 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:FqxzTAY3PKdd9_mlw_ui3wzNVJm-MnPhw2B?l0pS5GJ_y6aJ6PwgtKA0EisTLXcEhKyhIe2 Scale = 1:40.7 T1 T2 B1 W1 W2 W3W4W5 B2 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 4x5 3x5 3x4 3x8 3x4 1.5x4 3x4 1.5x4 3x5 5-9-4 5-9-4 11-0-0 5-2-12 16-2-12 5-2-12 22-0-0 5-9-4 -1-6-0 1-6-0 5-9-4 5-9-4 11-0-0 5-2-12 16-2-12 5-2-12 22-0-0 5-9-4 23-6-0 1-6-0 0- 4 - 3 5- 1 0 - 3 6- 6 - 1 5 0- 4 - 3 6.00 12 LOADING (psf)TCLL(Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING-Plate Grip DOLLumber DOL Rep Stress Incr Code 2-0-01.151.15 YES IRC2018/TPI2014 CSI.TCBC WB Matrix-SH 0.430.34 0.54 DEFL.Vert(LL)Vert(CT) Horz(CT) Wind(LL) in-0.07-0.11 0.05 0.03 (loc)8-108-10 6 10 l/defl>999>999 n/a >999 L/d360240 n/a 240 PLATESMT20 Weight: 98 lb FT = 20% GRIP220/195 LUMBER-TOP CHORD 2x4 DF No.1&BtrBOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins.BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS.(lb/size)2=1267/0-3-8 (min. 0-1-8), 6=1267/0-3-8 (min. 0-1-8) Max Horz2=71(LC 11) Max Uplift2=-75(LC 12), 6=-75(LC 13) Max Grav2=1332(LC 19), 6=1332(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.TOP CHORD 2-12=-2131/327, 12-13=-2036/335, 3-13=-1923/346, 3-14=-1365/298, 4-14=-1243/310, 4-15=-1243/310, 5-15=-1365/298, 5-16=-1923/346, 16-17=-2036/335, 6-17=-2131/327 BOT CHORD 2-11=-193/1806, 10-11=-193/1806, 9-10=-193/1806, 8-9=-193/1806, 6-8=-193/1806 WEBS 4-10=-99/720, 5-10=-847/160, 3-10=-847/160 NOTES-1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 8-0-0, Exterior(2R) 8-0-0 to 14-0-0, Interior(1) 14-0-0 to 20-6-0, Exterior(2E) 20-6-0 to 23-6-0 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 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.103) 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 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57340 Truss D Truss Type GABLE Qty 1 Ply 1 Job Reference (optional)8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Sep 3 14:22:20 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:FqxzTAY3PKdd9_mlw_ui3wzNVJm-qzz37OCeWKxJjPtAWp5YfdSvLjaSzHqdaBMoDmyhIe1 Scale = 1:28.9 T1 T2 B1 ST2 ST3 ST4 ST5 ST6 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 4x5 3x4 3x4 13-0-0 13-0-0 -1-6-0 1-6-0 6-6-0 6-6-0 13-0-0 6-6-0 14-6-0 1-6-0 0- 6 - 7 4- 7 - 3 5- 4 - 2 0- 6 - 7 7.50 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-10], [8:0-0-0,0-0-10] LOADING (psf)TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 YES IRC2018/TPI2014 CSI.TC BC WB Matrix-SH 0.13 0.07 0.04 DEFL.Vert(LL) Vert(CT) Horz(CT) in0.00 0.00 0.00 (loc)9 9 8 l/defln/r n/r n/a L/d120 120 n/a PLATESMT20 Weight: 61 lb FT = 20% GRIP220/195 LUMBER-TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud BRACING-TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with StabilizerInstallation guide. REACTIONS.All bearings 13-0-0. (lb) - Max Horz2=-104(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 13, 14, 11, 10Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 11, 10 except 2=297(LC 1), 8=297(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed;MWFRS (envelope) and C-C Corner(3E) -1-6-0 to 1-6-0, Exterior(2N) 1-6-0 to 3-6-0, Corner(3R) 3-6-0 to 9-6-0, Exterior(2N) 9-6-0 to11-6-0, Corner(3E) 11-6-0 to 14-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members andforces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 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 35.0 psf on overhangsnon-concurrent with other live loads.5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11,10.10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job 20-57340 Truss D1G Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional)8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Sep 3 14:22:22 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:FqxzTAY3PKdd9_mlw_ui3wzNVJm-mM5qY4Eu1xC1yj1ZeE70k2YBdX7nR0mw1VrvIfyhIe? Scale = 1:28.3 T1 T2 B1 W1 W2 W3W4W5 1 2 3 4 5 6 9 8 710111213 14 15 5x6 4x8 4x8 10x14 4x6 3x8 4x6 3x8 3-4-0 3-4-0 6-6-0 3-2-0 9-8-0 3-2-0 13-0-0 3-4-0 -1-6-0 1-6-0 3-4-0 3-4-0 6-6-0 3-2-0 9-8-0 3-2-0 13-0-0 3-4-0 0- 6 - 7 4- 7 - 3 5- 4 - 2 0- 6 - 7 7.50 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-10], [6:0-4-0,0-1-10], [7:0-6-4,0-1-8], [8:0-7-0,0-6-4], [9:0-6-4,0-1-8] LOADING (psf)TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING-Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-01.15 1.15 NO IRC2018/TPI2014 CSI.TC BC WB Matrix-SH 0.40 0.59 0.72 DEFL.Vert(LL) Vert(CT) Horz(CT) Wind(LL) in-0.08 -0.12 0.03 0.03 (loc)7-8 7-8 6 8 l/defl>999 >999 n/a >999 L/d360 240 n/a 240 PLATESMT20 Weight: 158 lb FT = 20% GRIP220/195 LUMBER-TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x8 DF SS WEBS 2x4 DF Stud *Except* W1: 2x4 DF No.2 BRACING-TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=8171/0-5-8 (min. 0-4-6), 2=7094/0-5-8 (min. 0-3-13)Max Horz2=98(LC 23) Max Uplift6=-409(LC 9), 2=-375(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10121/501, 3-4=-7436/404, 4-5=-7437/402, 5-6=-10295/521BOT CHORD 2-10=-419/8277, 9-10=-419/8277, 9-11=-419/8277, 11-12=-419/8277, 8-12=-419/8277, 8-13=-393/8429, 7-13=-393/8429, 7-14=-393/8429, 14-15=-393/8429, 6-15=-393/8429 WEBS 4-8=-371/7496, 5-8=-2597/187, 5-7=-129/3116, 3-8=-2414/168, 3-9=-129/2930 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: 2x8 - 2 rows staggered at 0-2-0 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) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed;MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.604) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.105) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)6=409, 2=375.8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 andreferenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2302 lb down and 126 lb up at 2-0-12, 2302 lb down and 126 lb up at 4-0-12, 2302 lb down and 126 lb up at 6-0-12, 2302 lb down and 126 lb up at 8-0-12, and 2302 lb down and 126 lb up at 10-0-12, and 2305 lb down and 123 lb up at 12-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard Continued on page 2 Job 20-57340 Truss D1G Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional)8.330 s Feb 13 2020 MiTek Industries, Inc. Thu Sep 3 14:22:23 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:FqxzTAY3PKdd9_mlw_ui3wzNVJm-EYfCmQEWoFKuatclByeFGF4MNxT0AS03G9aSq5yhIe_ LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-84, 4-6=-84, 2-6=-20Concentrated Loads (lb)Vert: 10=-2302(B) 11=-2302(B) 12=-2302(B) 13=-2302(B) 14=-2302(B) 15=-2305(B)