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HomeMy WebLinkAboutTRUSS DETAILS - 23-00193 - 1077 Cypress Loop - New SFR612 5x5 3x8 1.5x4 3x6 3x4 3x4 4x6 5x5 3x8 4x6 3x4 3x4 3x6 1.5x4 5x6 1 2 15 21 14 13 12 22 11 10 16 20 3 9 84 1957 1817 6 T2 T1 T2 T3 B1 B1B2 W4 W3 W2 W1 W3W2 W1 HW1 HW1 1-4-0 -1-4-0 6-7-5 13-4-11 6-7-5 33-2-10 6-7-5 26-7-5 6-7-5 20-0-0 6-9-6 6-9-6 6-9-6 40-0-0 9-11-0 29-11-0 9-11-0 20-0-0 10-1-0 10-1-0 10-1-0 40-0-0 10 -11 -15 0-6-6 10 -6 -6 Scale = 1:71 Plate Offsets (X, Y): [2:Edge,0-1-12], [2:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.95 Vert(LL)-0.40 13-15 >999 240 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.94 Vert(CT)-0.55 13-15 >860 180 TCDL 10.0 Rep Stress Incr YES WB 0.44 Horz(CT)0.16 10 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-SH BCDL 5.0 Weight: 190 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E *Except* T1:2x4 DF No.2 BOT CHORD 2x4 DF 1800F 1.6E *Except* B2:2x4 DF No.2 WEBS 2x4 DF No.2 *Except* W1:2x4 DF Stud WEDGE Left: 2x4 DF Stud Right: 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-13, 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=2135/0-5-8, (min. 0-2-4), 10=1982/ Mechanical, (min. 0-1-8) Max Horiz 2=162 (LC 18) Max Uplift 2=-247 (LC 14), 10=-220 (LC 15) Max Grav 2=2135 (LC 1), 10=1993 (LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-3620/375, 3-16=-3511/399, 3-4=-3293/360, 4-5=-3096/387, 5-17=-2348/322, 6-17=-2232/354, 6-18=-2232/358, 7-18=-2348/337, 7-19=-3127/404, 8-19=-3149/401, 8-9=-3345/371, 9-20=-3542/412, 10-20=-3696/393 BOT CHORD 2-15=-423/3073, 15-21=-272/2589, 14-21=-272/2589, 13-14=-272/2589, 12-13=-176/2627, 12-22=-176/2627, 11-22=-176/2627, 10-11=-289/3158 WEBS 6-13=-182/1556, 7-13=-1159/255, 7-11=-83/657, 9-11=-485/181, 5-13=-1091/250, 5-15=-74/604, 3-15=-424/172 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=20ft; Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-4-13 to 2-7-3, Interior (1) 2-7-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior (1) 24-0-0 to 39-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 2.00 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 247 lb uplift at joint 2 and 220 lb uplift at joint 10. 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 Model NameJobTrussTruss Type Qty Ply 231193 1A111Common Job Reference (optional) Sunroc Building Materials, Lindon, UT 84042, user Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Apr 18 10:09:27 Page: 1 ID:ultp3fcbYmQAzGsw6HIkSvzR8Xv-p81ssv9FoBeHQWVsClE4GqqOyJPdClswd5IggEzPVT6 612 3x8 5x5 5x5 5x5 5x5 5x5 3x8 1 2 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21342 204 5 19 186 177 1684443159 1410 1311 12 T2 T1 T2 T3 B1 B1B2HW1 HW1 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 1-4-0 -1-4-0 20-0-0 20-0-0 20-0-0 40-0-0 40-0-0 10 -11 -15 0-6-6 10 -6 -6 Scale = 1:71.1 Plate Offsets (X, Y): [2:0-3-8,Edge], [5:0-2-8,0-3-0], [19:0-2-8,0-3-0], [22:0-3-8,Edge], [30:0-2-8,0-3-0], [34:0-2-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.16 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.27 Horz(CT)0.01 22 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-SH BCDL 5.0 Weight: 254 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 OTHERS 2x4 DF Stud *Except* ST10,ST9,ST8:2x4 DF No.2 WEDGE Left: 2x4 DF Stud Right: 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. WEBS 1 Row at midpt 12-32, 11-33, 10-34, 13-31, 14-30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 40-0-0. (lb) -Max Horiz 2=162 (LC 14) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 23, 24, 25, 26, 27, 28, 29, 30, 31, 33, 34, 35, 36, 37, 38, 39, 40, 41 Max Grav All reactions 250 (lb) or less at joint (s) 22, 23, 24, 25, 26, 27, 28, 32, 36, 37, 38, 39, 40, 41 except 2=350 (LC 20), 29=306 (LC 22), 30=316 (LC 22), 31=333 (LC 22), 33=328 (LC 21), 34=312 (LC 21), 35=293 (LC 21) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-121/277, 12-13=-121/277 WEBS 11-33=-307/60, 10-34=-292/74, 9-35=-273/68, 13-31=-312/60, 14-30=-295/74, 15-29=-286/68 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=20ft; Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-4-13 to 2-7-3, Exterior(2N) 2-7-3 to 20-0-0, Corner(3R) 20-0-0 to 24-0-0, Exterior(2N) 24-0-0 to 40-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 4)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 2.00 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 2, 33, 34, 35, 36, 37, 38, 39, 40, 41, 31, 30, 29, 28, 27, 26, 25, 24, 23. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 13)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 Model NameJobTrussTruss Type Qty Ply 231193 1A1G1Common Supported Gable Job Reference (optional) Sunroc Building Materials, Lindon, UT 84042, user Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Apr 18 10:09:27 Page: 1 ID:0_eIDHZ4UYwlUeY9tSEoI3zR8Xz-p81ssv9FoBeHQWVsClE4GqqYPJbpCnVwd5IggEzPVT6 612 5x6 1.5x4 3x6 3x4 3x4 4x6 5x5 3x8 4x6 3x4 3x4 3x6 1.5x4 5x6 1 14 19 13 12 11 20 10 9 1815 2 8 73 4 6 1716 5 T2 T1 T2 T1 B1 B1B2 W4 W3 W2 W1 W3W2 W1 HW1 HW1 6-7-5 33-2-10 6-7-5 13-4-11 6-9-6 6-9-6 6-7-5 26-7-5 6-7-5 20-0-0 6-9-6 40-0-0 9-11-0 29-11-0 9-11-0 20-0-0 10-1-0 10-1-0 10-1-0 40-0-0 0-6-6 10 -6 -6 Scale = 1:66.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL)-0.39 12-14 >999 240 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.93 Vert(CT)-0.55 12-14 >873 180 TCDL 10.0 Rep Stress Incr YES WB 0.42 Horz(CT)0.16 9 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-SH BCDL 5.0 Weight: 188 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E *Except* B2:2x4 DF No.2 WEBS 2x4 DF No.2 *Except* W1:2x4 DF Stud WEDGE Left: 2x4 DF Stud Right: 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-12, 4-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1985/0-5-8, (min. 0-2-2), 9=1985/ Mechanical, (min. 0-1-8) Max Horiz 1=-149 (LC 19) Max Uplift 1=-219 (LC 14), 9=-221 (LC 15) Max Grav 1=1996 (LC 2), 9=1996 (LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-3648/385, 2-15=-3491/405, 2-3=-3312/369, 3-4=-3116/401, 4-16=-2353/338, 5-16=-2237/359, 5-17=-2237/359, 6-17=-2353/338, 6-7=-3154/405, 7-8=-3350/372, 8-18=-3547/413, 9-18=-3703/393 BOT CHORD 1-14=-429/3098, 14-19=-274/2599, 13-19=-274/2599, 12-13=-274/2599, 11-12=-178/2615, 11-20=-178/2615, 10-20=-178/2615, 9-10=-289/3162 WEBS 5-12=-182/1560, 6-12=-1123/255, 6-10=-83/658, 8-10=-485/181, 4-12=-1100/252, 4-14=-78/619, 2-14=-438/175 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=20ft; Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-2-12 to 4-2-12, Interior (1) 4-2-12 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior (1) 24-0-0 to 39-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 219 lb uplift at joint 1 and 221 lb uplift at joint 9. 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. LOAD CASE(S)Standard Model NameJobTrussTruss Type Qty Ply 231193 1A22Common Job Reference (optional) Sunroc Building Materials, Lindon, UT 84042, user Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Apr 18 10:09:27 Page: 1 ID:ultp3fcbYmQAzGsw6HIkSvzR8Xv-p81ssv9FoBeHQWVsClE4GqqOFJPmClAwd5IggEzPVT6 612 5x6 1.5x4 3x4 3x6 3x4 4x6 5x5 3x8 3x6 3x4 3x4 3x6 3x6 3x4 3x8 10 1 16 22 15 14 2313 12 11 24 9 21 17 82 73 18 4 6 2019 5 T2 T1 T2 T3 B1 B1B2 W1 W2 W3 W4 W5 W6 W7 W8 HW1 HW1 1-4-0 41-4-0 6-7-5 33-2-10 6-7-5 13-4-11 6-9-6 6-9-6 6-7-5 26-7-5 6-7-5 20-0-0 6-9-6 40-0-0 0-2-12 36-0-0 4-0-0 40-0-0 6-7-5 26-7-5 9-0-13 9-0-13 9-1-15 35-9-4 10-11-3 20-0-0 10 -11 -15 0-6-6 10 -6 -6 Scale = 1:71.1 Plate Offsets (X, Y): [9:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL)-0.48 14-16 >888 240 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.89 Vert(CT)-0.66 14-16 >648 180 TCDL 10.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.10 11 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-SH BCDL 5.0 Weight: 198 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E *Except* T1,T3:2x4 DF No.2 BOT CHORD 2x4 DF 1800F 1.6E *Except* B2:2x4 DF No.2 WEBS 2x4 DF No.2 *Except* W1,W6,W8:2x4 DF Stud WEDGE Left: 2x4 DF Stud Right: 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 9-11. WEBS 1 Row at midpt 4-14, 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=1742/0-5-8, (min. 0-1-15), 11=2361/0-5-8, (min. 0-2-8) Max Horiz 1=-162 (LC 15) Max Uplift 1=-206 (LC 14), 11=-274 (LC 15) Max Grav 1=1812 (LC 21), 11=2361 (LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-3293/350, 2-17=-3133/370, 2-3=-3016/357, 3-18=-2821/386, 4-18=-2789/389, 4-19=-1892/263, 5-19=-1710/285, 5-20=-1710/285, 6-20=-1827/263, 6-7=-1829/229, 7-8=-2027/196, 8-21=-444/919, 9-21=-460/749 BOT CHORD 1-16=-393/2777, 16-22=-244/2261, 15-22=-244/2261, 14-15=-244/2261, 14-23=-81/1715, 13-23=-81/1715, 12-13=-81/1715, 11-12=-57/905, 11-24=-685/464, 9-24=-685/464 WEBS 2-16=-438/172, 4-16=-101/721, 4-14=-1138/256, 5-14=-144/1092, 6-14=-479/165, 6-12=-349/116, 8-12=-134/923, 8-11=-2714/553 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=20ft; Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-2-12 to 4-2-12, Interior (1) 4-2-12 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior (1) 24-0-0 to 41-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 2.00 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 206 lb uplift at joint 1 and 274 lb uplift at joint 11. 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. LOAD CASE(S)Standard Model NameJobTrussTruss Type Qty Ply 231193 1A38Common Job Reference (optional) Sunroc Building Materials, Lindon, UT 84042, user Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Apr 18 10:09:28 Page: 1 ID:0_eIDHZ4UYwlUeY9tSEoI3zR8Xz-HKbE3EAtZVm82g32lSlJo1Maojmex3f4sl2EDgzPVT5 612 5x6 1.5x4 3x4 3x6 3x4 3x6 3x4 5x6 4x4 3x6 3x4 3x6 3x4 1.5x4 5x6 1 15 20 1421 13 22 23 12 2411 25 10 9 16 19 82 73 4 6 1817 5 T2 T1 T2 T1 B1 B1B2 W1 W2 W3 W4 W5 W6 W7 W8 HW1 HW1 6-7-5 33-2-10 6-7-5 13-4-11 6-9-6 6-9-6 6-7-5 26-7-5 6-7-5 20-0-0 6-9-6 40-0-0 0-2-12 15-11-0 7-9-2 15-8-4 7-9-13 23-8-13 7-11-2 7-11-2 8-0-9 31-9-6 8-2-10 40-0-0 0-6-6 0-6-6 10 -6 -6 Scale = 1:68.8 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.16 9-10 >999 240 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.66 Vert(CT)-0.24 9-10 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.95 Horz(CT)0.02 9 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-SH BCDL 5.0 Weight: 198 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E *Except* T1:2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 *Except* W1,W8:2x4 DF Stud WEDGE Left: 2x4 DF Stud Right: 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=401/ Mechanical, (min. 0-1-8), 9=967/ Mechanical, (min. 0-1-8), 13=2620/0-5-8, (min. 0-2-14) Max Horiz 1=-149 (LC 15) Max Uplift 1=-48 (LC 14), 9=-149 (LC 15), 13=-285 (LC 14) Max Grav 1=511 (LC 20), 9=1101 (LC 21), 13=2714 (LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-613/133, 2-16=-442/208, 2-3=-411/177, 3-4=-170/287, 4-17=-15/804, 5-17=0/957, 5-18=-550/221, 6-18=-785/200, 6-7=-1370/307, 7-8=-1607/275, 8-19=-1679/256, 9-19=-1850/236 BOT CHORD 1-15=-118/425, 15-20=-504/218, 14-20=-504/218, 14-21=-504/218, 13-21=-504/218, 12-24=0/907, 11-24=0/907, 11-25=0/907, 10-25=0/907, 9-10=-151/1515 WEBS 2-15=-565/187, 4-15=-178/872, 4-13=-1108/269, 5-13=-1854/166, 5-12=-203/1217, 6-12=-1082/261, 6-10=-156/809, 8-10=-525/179 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=20ft; Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-0-12 to 4-0-12, Interior (1) 4-0-12 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior (1) 24-0-0 to 39-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 1, 285 lb uplift at joint 13 and 149 lb uplift at joint 9. 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. LOAD CASE(S)Standard Model NameJobTrussTruss Type Qty Ply 231193 1A43Common Job Reference (optional) Sunroc Building Materials, Lindon, UT 84042, user Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Apr 18 10:09:28 Page: 1 ID:NxRBG?dDJ4Y1aPQ6g?qz?6zR8Xu-HKbE3EAtZVm82g32lSlJo1MbtjpDx484sl2EDgzPVT5 612 3x8 1.5x4 3x4 3x6 3x4 3x6 3x4 5x6 4x4 3x6 3x4 3x6 3x4 1.5x4 5x6 1 2 16 22 1523 14 24 25 13 2612 27 11 10 17 21 93 84 2057 1918 6 T2 T1 T2 T3 B1 B1B2 W1 W2 W3 W4 W5 W6 W7 W8 HW1 HW1 1-4-0 -1-4-0 6-7-5 33-2-10 6-7-5 13-4-11 6-7-5 26-7-5 6-7-5 20-0-0 6-9-6 6-9-6 6-9-6 40-0-0 0-2-12 15-11-0 7-9-2 15-8-4 7-9-13 23-8-13 7-11-2 7-11-2 8-0-9 31-9-6 8-2-10 40-0-0 10 -11 -15 0-6-6 10 -6 -6 Scale = 1:71 Plate Offsets (X, Y): [2:0-3-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL)-0.16 10-11 >999 240 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.67 Vert(CT)-0.24 10-11 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.02 10 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-SH BCDL 5.0 Weight: 200 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E *Except* T1,T3:2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 *Except* W1,W8:2x4 DF Stud WEDGE Left: 2x4 DF Stud Right: 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=551/0-5-8, (min. 0-1-8), 10=972/ Mechanical, (min. 0-1-8), 14=2594/0-5-8, (min. 0-2-14) Max Horiz 2=162 (LC 14) Max Uplift 2=-76 (LC 14), 10=-149 (LC 15), 14=-280 (LC 14) Max Grav 2=664 (LC 21), 10=1118 (LC 22), 14=2692 (LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-592/147, 3-17=-458/228, 3-4=-390/197, 4-5=-149/307, 5-18=-11/724, 6-18=0/937, 6-19=-572/221, 7-19=-811/200, 7-20=-1367/307, 8-20=-1402/304, 8-9=-1643/275, 9-21=-1716/256, 10-21=-1887/236 BOT CHORD 2-16=-137/401, 16-22=-507/218, 15-22=-507/218, 15-23=-507/218, 14-23=-507/218, 13-26=0/941, 12-26=0/941, 12-27=0/941, 11-27=0/941, 10-11=-151/1547 WEBS 3-16=-541/183, 5-16=-169/831, 5-14=-1092/267, 6-14=-1886/164, 6-13=-203/1242, 7-13=-1117/261, 7-11=-156/809, 9-11=-525/179 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=20ft; Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-4-13 to 2-7-3, Interior (1) 2-7-3 to 20-0-0, Exterior(2R) 20-0-0 to 24-0-0, Interior (1) 24-0-0 to 39-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 2.00 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 2, 280 lb uplift at joint 14 and 149 lb uplift at joint 10. 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 Model NameJobTrussTruss Type Qty Ply 231193 1A515Common Job Reference (optional) Sunroc Building Materials, Lindon, UT 84042, user Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Apr 18 10:09:28 Page: 1 ID:NxRBG?dDJ4Y1aPQ6g?qz?6zR8Xu-HKbE3EAtZVm82g32lSlJo1Mbtjp3x3f4sl2EDgzPVT5 612 3x8 5x5 5x5 5x5 5x5 5x5 3x8 1 2 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21342 204 5 19 186 177 1684443159 1410 1311 12 T2 T1 T2 T3 B1 B1B2HW1 HW1 ST10 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST9 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 1-4-0 -1-4-0 20-0-0 20-0-0 20-0-0 40-0-0 40-0-0 10 -11 -15 0-6-6 10 -6 -6 Scale = 1:71.1 Plate Offsets (X, Y): [2:0-3-8,Edge], [5:0-2-8,0-3-0], [19:0-2-8,0-3-0], [22:0-3-8,Edge], [30:0-2-8,0-3-0], [34:0-2-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.16 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.27 Horz(CT)0.01 22 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-SH BCDL 5.0 Weight: 254 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 OTHERS 2x4 DF Stud *Except* ST10,ST9,ST8:2x4 DF No.2 WEDGE Left: 2x4 DF Stud Right: 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. WEBS 1 Row at midpt 12-32, 11-33, 10-34, 13-31, 14-30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 40-0-0. (lb) -Max Horiz 2=162 (LC 14) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 23, 24, 25, 26, 27, 28, 29, 30, 31, 33, 34, 35, 36, 37, 38, 39, 40, 41 Max Grav All reactions 250 (lb) or less at joint (s) 22, 23, 24, 25, 26, 27, 28, 32, 36, 37, 38, 39, 40, 41 except 2=350 (LC 20), 29=306 (LC 22), 30=316 (LC 22), 31=333 (LC 22), 33=328 (LC 21), 34=312 (LC 21), 35=293 (LC 21) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 11-12=-121/277, 12-13=-121/277 WEBS 11-33=-307/60, 10-34=-292/74, 9-35=-273/68, 13-31=-312/60, 14-30=-295/74, 15-29=-286/68 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=20ft; Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-4-13 to 2-7-3, Exterior(2N) 2-7-3 to 20-0-0, Corner(3R) 20-0-0 to 24-0-0, Exterior(2N) 24-0-0 to 40-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 4)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 2.00 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 2, 33, 34, 35, 36, 37, 38, 39, 40, 41, 31, 30, 29, 28, 27, 26, 25, 24, 23. 12)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 Model NameJobTrussTruss Type Qty Ply 231193 1A5G1Common Job Reference (optional) Sunroc Building Materials, Lindon, UT 84042, user Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Apr 18 10:09:28 Page: 1 ID:UACgQdajFr2c6o7LR9l1qGzR8Xy-HKbE3EAtZVm82g32lSlJo1Mj9jx2xEl4sl2EDgzPVT5 612 3x4 3x8 1.5x4 3x8 4x4 1.5x4 3x8 3x4 71 2 8 6 129 3 5 1110 4 T1 T1 B1 W2 W1 W1 HW1 HW1 1-4-0 -1-4-0 1-4-0 16-0-0 3-6-10 7-4-0 3-6-10 10-10-10 3-9-6 14-8-0 3-9-6 3-9-6 7-4-0 14-8-0 7-4-0 7-4-0 4 -7 -15 0-6-6 4 -2 -6 Scale = 1:35 Plate Offsets (X, Y): [2:Edge,0-0-8], [2:0-2-8,Edge], [6:Edge,0-0-8], [6:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.04 2-8 >999 240 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.30 Vert(CT)-0.07 2-8 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.17 Horz(CT)0.02 6 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-SH BCDL 5.0 Weight: 64 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud WEDGE Left: 2x4 DF Stud Right: 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=857/0-5-8, (min. 0-1-8), 6=857/0-5-8, (min. 0-1-8) Max Horiz 2=-64 (LC 15) Max Uplift 2=-107 (LC 14), 6=-107 (LC 15) Max Grav 2=1066 (LC 21), 6=1066 (LC 22) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1401/226, 3-9=-1173/245, 3-10=-883/184, 4-10=-750/202, 4-11=-750/202, 5-11=-883/184, 5-12=-1173/245, 6-12=-1401/226 BOT CHORD 2-8=-148/1101, 6-8=-149/1101 WEBS 4-8=-62/346, 3-8=-491/132, 5-8=-491/132 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=20ft; Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior (1) 1-7-3 to 7-4-0, Exterior(2R) 7-4-0 to 10-4-0, Interior (1) 10-4-0 to 16-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 2.00 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 2 and 107 lb uplift at joint 6. 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. LOAD CASE(S)Standard Model NameJobTrussTruss Type Qty Ply 231193 1B11Common Job Reference (optional) Sunroc Building Materials, Lindon, UT 84042, user Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Apr 18 10:09:28 Page: 1 ID:UACgQdajFr2c6o7LR9l1qGzR8Xy-HKbE3EAtZVm82g32lSlJo1MhSjvrxGJ4sl2EDgzPVT5 612 3x4 3x8 4x4 3x8 3x4 91 2 14 13 12 11 10 81815 1716 3 7 4 6 5 T1 T1 B1 HW1 HW1 ST3 ST2 ST1 ST2 ST1 1-4-0 -1-4-0 1-4-0 16-0-0 7-4-0 14-8-0 7-4-0 7-4-0 14-8-0 4 -7 -15 0-6-6 4 -2 -6 Scale = 1:34.7 Plate Offsets (X, Y): [2:Edge,0-0-12], [2:0-2-8,Edge], [8:Edge,0-0-12], [8:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.16 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 8 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-SH BCDL 5.0 Weight: 65 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 OTHERS 2x4 DF Stud WEDGE Left: 2x4 DF Stud Right: 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 bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 14-8-0. (lb) -Max Horiz 2=-64 (LC 15) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 10, 11, 13, 14 Max Grav All reactions 250 (lb) or less at joint (s) 12 except 2=360 (LC 21), 8=360 (LC 22), 10=465 (LC 22), 11=274 (LC 22), 13=274 (LC 21), 14=465 (LC 21) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-13=-267/81, 3-14=-413/135, 6-11=-267/81, 7-10=-413/135 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=20ft; Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-4-13 to 1-7-3, Exterior(2N) 1-7-3 to 7-4-0, Corner(3R) 7-4-0 to 10-4-0, Exterior(2N) 10-4-0 to 16-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 4)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 2.00 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)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. 12)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 Model NameJobTrussTruss Type Qty Ply 231193 1B1G1Common Supported Gable Job Reference (optional) Sunroc Building Materials, Lindon, UT 84042, user Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Apr 18 10:09:28 Page: 1 ID:yMl2ezbL09ATjyiY_tGGNUzR8Xx-HKbE3EAtZVm82g32lSlJo1Mj9jx2xHk4sl2EDgzPVT5 612 4x8 7x8 3x8 3x4 4x4 7x8 3x4 3x8 4x8 1 9 10 8 11 12 7 13 6 14 5 42 3 T1 T1 B1 W1 W2 W3 W2 W1 HW1 3-9-0 3-9-0 3-7-0 7-4-0 3-7-0 10-11-0 3-9-0 14-8-0 3-7-0 7-4-0 3-7-0 10-11-0 3-9-0 14-8-0 3-9-0 3-9-0 0-6-6 4 -2 -6 Scale = 1:32.1 Plate Offsets (X, Y): [1:0-0-12,0-0-5], [1:0-1-0,0-10-11], [5:0-4-0,0-1-15], [6:0-5-8,0-1-8], [7:0-4-0,0-5-4], [8:0-5-8,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL)-0.08 7-8 >999 240 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.44 Vert(CT)-0.11 7-8 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.71 Horz(CT)0.03 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-SH BCDL 5.0 Weight: 166 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x8 DF SS WEBS 2x4 DF Stud WEDGE Left: 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 4-7-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=4902/0-5-8, (min. 0-2-12), 5=4225/0-5-8, (min. 0-2-6) Max Horiz 1=-54 (LC 11) Max Uplift 1=-668 (LC 10), 5=-571 (LC 11) Max Grav 1=5106 (LC 16), 5=4429 (LC 17) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7320/949, 2-3=-5239/715, 3-4=-5239/716, 4-5=-7330/948 BOT CHORD 1-9=-844/6307, 9-10=-844/6307, 8-10=-844/6307, 8-11=-844/6307, 11-12=-844/6307, 7-12=-844/6307, 7-13=-789/6314, 6-13=-789/6314, 6-14=-789/6314, 5-14=-789/6314 WEBS 2-8=-213/1608, 2-7=-1964/302, 3-7=-574/4220, 4-7=-1973/302, 4-6=-210/1618 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. Bottom chords connected as follows: 2x8 -3 rows staggered at 0-5-0 oc. Web 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=6.0psf; BCDL=3.0psf; h=20ft; Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 5)Unbalanced snow loads have been considered for this design. 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 3-06-00 tall by 2-00-00 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 571 lb uplift at joint 5 and 668 lb uplift at joint 1. 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)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1093 lb down and 153 lb up at 0-7-12, 1091 lb down and 155 lb up at 2-7-12, 1091 lb down and 155 lb up at 4-7-12, 1108 lb down and 155 lb up at 6-7-12, 1108 lb down and 155 lb up at 8-7-12, and 1108 lb down and 155 lb up at 10-7-12, and 1108 lb down and 155 lb up at 12-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-90, 3-5=-90, 1-5=-10 Concentrated Loads (lb) Vert: 6=-1108, 9=-1093, 10=-1091, 11=-1091, 12=-1108, 13=-1108, 14=-1108 Model NameJobTrussTruss Type Qty Ply 231193 2B21Common Girder Job Reference (optional) Sunroc Building Materials, Lindon, UT 84042, user Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Apr 18 10:09:28 Page: 1 ID:r8?ZUKer4OguCZ?JDiLCXKzR8Xt-HKbE3EAtZVm82g32lSlJo1Mi4jtgx7u4sl2EDgzPVT5 612 4x8 M18AHS 9x10 3x8 4x5 4x6 10x10 4x5 3x8 4x8 1 9 8 10 7 11 12 6 13 5 2 4 3 T1 T1 B1 W1 W2 W3 W2 W1 HW1 3-5-0 3-5-0 3-3-0 6-8-0 3-3-0 9-11-0 3-5-0 13-4-0 3-3-0 6-8-0 3-3-0 9-11-0 3-5-0 13-4-0 3-5-0 3-5-0 0-6-6 3 -10 -6 Scale = 1:30.7 Plate Offsets (X, Y): [1:0-0-12,0-0-5], [1:0-1-4,0-9-11], [5:0-4-0,0-1-15], [6:0-6-0,0-1-8], [7:0-5-0,0-6-4], [8:0-6-0,0-1-8] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.10 6-7 >999 240 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.64 Vert(CT)-0.15 7-8 >999 180 M18AHS 169/162 TCDL 10.0 Rep Stress Incr NO WB 0.63 Horz(CT)0.03 5 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-SH BCDL 5.0 Weight: 151 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x8 DF SS WEBS 2x4 DF Stud *Except* W3:2x4 DF No.2 WEDGE Left: 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=6744/0-5-8, (min. 0-3-11), 5=6384/0-5-8, (min. 0-3-8) Max Horiz 1=49 (LC 27) Max Uplift 1=-771 (LC 10), 5=-730 (LC 11) Max Grav 1=6929 (LC 16), 5=6569 (LC 17) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-10729/1195, 2-3=-7876/911, 3-4=-7876/911, 4-5=-10665/1189 BOT CHORD 1-9=-1056/9298, 8-9=-1056/9298, 8-10=-1056/9298, 7-10=-1056/9298, 7-11=-1001/9239, 11-12=-1001/9239, 6-12=-1001/9239, 6-13=-1001/9239, 5-13=-1001/9239 WEBS 2-8=-278/2550, 2-7=-2645/338, 3-7=-751/6600, 4-7=-2578/332, 4-6=-270/2490 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 0-6-0 oc. Bottom chords connected as follows: 2x8 -2 rows staggered at 0-4-0 oc. Web 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=6.0psf; BCDL=3.0psf; h=20ft; Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)All plates are MT20 plates unless otherwise indicated. 7)The Fabrication Tolerance at joint 1 = 4% 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 730 lb uplift at joint 5 and 771 lb uplift at joint 1. 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. 12)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1983 lb down and 226 lb up at 1-5-12, 1983 lb down and 226 lb up at 3-5-12, 1983 lb down and 226 lb up at 5-5-12, 1983 lb down and 226 lb up at 7-5-12, and 1986 lb down and 227 lb up at 9-5-12, and 1986 lb down and 227 lb up at 11-5-12 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-90, 3-5=-90, 1-5=-10 Concentrated Loads (lb) Vert: 8=-1972, 9=-1972, 10=-1972, 11=-1972, 12=-1975, 13=-1975 Model NameJobTrussTruss Type Qty Ply 231193 2D11Common Girder Job Reference (optional) Sunroc Building Materials, Lindon, UT 84042, user Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Apr 18 10:09:28 Page: 1 ID:r8?ZUKer4OguCZ?JDiLCXKzR8Xt-HKbE3EAtZVm82g32lSlJo1MfnjqYx984sl2EDgzPVT5 612 3x4 3x8 4x4 3x8 3x4 1 9 2 14 13 12 11 10 8 1615 3 7 64 5 T1 T1 B1 HW1 HW1 ST3 ST2 ST1 ST2 ST1 1-4-0 14-8-0 1-4-0 -1-4-0 6-8-0 6-8-0 6-8-0 13-4-0 13-4-0 4 -3 -15 0-6-6 3 -10 -6 Scale = 1:33.4 Plate Offsets (X, Y): [2:Edge,0-0-12], [2:0-2-8,Edge], [8:Edge,0-0-12], [8:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.16 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 8 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-SH BCDL 5.0 Weight: 59 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 OTHERS 2x4 DF Stud WEDGE Left: 2x4 DF Stud Right: 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 bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 13-4-0. (lb) -Max Horiz 2=59 (LC 18) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 10, 11, 13, 14 Max Grav All reactions 250 (lb) or less at joint (s) 12 except 2=349 (LC 21), 8=349 (LC 22), 10=367 (LC 22), 11=314 (LC 22), 13=314 (LC 21), 14=367 (LC 21) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-13=-296/97, 3-14=-337/118, 6-11=-296/97, 7-10=-337/118 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=20ft; Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-4-13 to 1-7-3, Exterior(2N) 1-7-3 to 6-8-0, Corner(3R) 6-8-0 to 9-8-0, Exterior(2N) 9-8-0 to 14-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 4)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 2.00 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)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. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 13)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 Model NameJobTrussTruss Type Qty Ply 231193 1D1G1Common Supported Gable Job Reference (optional) Sunroc Building Materials, Lindon, UT 84042, user Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Apr 18 10:09:29 Page: 1 ID:yMl2ezbL09ATjyiY_tGGNUzR8Xx-lX9cHaBVKpu?fqeFJAGYLFvuv6HHgkID4Pnnl7zPVT4 612 3x4 3x8 1.5x4 3x4 3x4 3x4 3x4 5x6 3x4 3x4 1.5x4 3x8 3x4 91 2 13 12 11 20 10 8 1914 181573 4 6 1716 5 T2 T1 T2 T1 B1 B2 W1 W2 W3 W4 W5 HW1 HW1 1-4-0 -1-4-0 1-4-0 27-4-0 6-5-0 19-5-0 6-5-0 13-0-0 6-7-0 6-7-0 6-7-0 26-0-0 5-0-6 10-2-12 5-2-6 5-2-6 7-9-10 18-0-6 7-11-10 26-0-0 7 -5 -15 0-6-6 7 -0 -6 Scale = 1:51.2 Plate Offsets (X, Y): [2:Edge,0-0-12], [2:0-2-8,Edge], [8:Edge,0-0-8], [8:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL)-0.10 10-12 >999 240 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.46 Vert(CT)-0.13 10-12 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.43 Horz(CT)0.01 8 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-SH BCDL 5.0 Weight: 117 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Stud *Except* W4:2x4 DF No.2 WEDGE Left: 2x4 DF Stud Right: 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 8-10. WEBS 1 Row at midpt 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=465/0-3-8, (min. 0-1-8), 8=808/0-5-8, (min. 0-1-8), 12=1575/0-5-8, (min. 0-1-11) Max Horiz 2=-105 (LC 15) Max Uplift 2=-70 (LC 14), 8=-131 (LC 15), 12=-163 (LC 14) Max Grav 2=553 (LC 21), 8=949 (LC 22), 12=1596 (LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-467/87, 3-4=-18/350, 4-16=0/429, 5-16=0/569, 5-17=-789/210, 6-17=-797/194, 6-7=-1021/179, 7-18=-956/158, 18-19=-994/156, 8-19=-1241/125 BOT CHORD 2-13=-103/312, 12-13=-130/285, 8-10=-53/991 WEBS 3-12=-876/196, 5-12=-1246/132, 5-10=-163/977, 7-10=-745/189 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=20ft; Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior (1) 1-7-3 to 13-0-0, Exterior(2R) 13-0-0 to 16-0-0, Interior (1) 16-0-0 to 27-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 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 2.00 times flat roof load of 35.0 psf on overhangs non-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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members, with BCDL = 5.0psf. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 2, 163 lb uplift at joint 12 and 131 lb uplift at joint 8. 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 Model NameJobTrussTruss Type Qty Ply 231193 1K17Common Job Reference (optional) Sunroc Building Materials, Lindon, UT 84042, user Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Apr 18 10:09:29 Page: 1 ID:yMl2ezbL09ATjyiY_tGGNUzR8Xx-lX9cHaBVKpu?fqeFJAGYLFvjz6CageVD4Pnnl7zPVT4 612 3x4 3x8 3x4 3x8 3x4 3x4 3x4 3x8 4x8 3x8 3x4 3x4 3x8 3x4 3x8 3x4 191 2 32 31 30 29 2827 26 25 24 23 22 21 20 18 37 34 39 43 173164 155 35 38 40 6 14 3633 137 128 41 42 119 10 T2 T1 T2 T1 B1 B2 W2 W1 W2 W1 HW1 HW1 ST8 ST6 ST7 ST5ST3 ST4ST2 ST1 ST6 ST7 ST5 ST3 ST4 ST2 ST1 1-4-0 -1-4-0 1-4-0 27-4-0 6-5-0 19-5-0 6-5-0 13-0-0 6-7-0 6-7-0 6-7-0 26-0-0 1-6-13 10-3-8 6-11-13 17-3-5 8-8-11 8-8-11 8-8-11 26-0-0 7 -5 -15 0-6-6 7 -0 -6 Scale = 1:52.6 Plate Offsets (X, Y): [2:Edge,0-0-8], [2:0-2-8,Edge], [18:Edge,0-0-8], [18:0-2-8,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL)-0.06 32 >999 240 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.09 32 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.31 Horz(CT)0.01 23 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-SH BCDL 5.0 Weight: 166 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF No.2 *Except* W1:2x4 DF Stud OTHERS 2x4 DF Stud WEDGE Left: 2x4 DF Stud Right: 2x4 DF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 33, 36 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 16-0-0. except 2=0-3-8, 28=0-3-8 (lb) -Max Horiz 2=-104 (LC 19) Max Uplift All uplift 100 (lb) or less at joint(s) 18, 20, 21, 22, 23, 24, 26, 28 except 2=-103 (LC 14) Max Grav All reactions 250 (lb) or less at joint (s) 21, 22 except 2=753 (LC 21), 18=312 (LC 20), 20=262 (LC 1), 23=429 (LC 22), 24=400 (LC 22), 25=453 (LC 21), 26=272 (LC 21), 28=325 (LC 21) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-39=-792/69, 3-39=-705/71, 3-4=-672/77, 4-5=-693/106, 5-40=-616/117, 6-40=-554/120, 6-7=-463/112, 7-8=-355/114, 8-41=-311/132, 9-10=-365/183 BOT CHORD 2-32=-99/596, 31-32=-99/596, 30-31=-99/596, 29-30=-99/596 WEBS 23-37=-331/44, 29-34=-77/385, 33-34=-116/582, 10-33=-110/544, 6-35=-615/150, 29-35=-648/146, 10-25=-417/0, 9-33=-381/76, 26-33=-428/81, 11-36=-338/67, 24-36=-379/75, 12-37=-270/58 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=20ft; Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-4-13 to 1-7-3, Interior (1) 1-7-3 to 12-10-14, Exterior(2R) 12-10-14 to 15-10-14, Interior (1) 15-10-14 to 27-4-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 4)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 2.00 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)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint (s) 23, 18, 26, 24, 22, 21, 20, 28 except (jt=lb) 2=103. 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 Model NameJobTrussTruss Type Qty Ply 231193 1K1F1Common Structural Gable Job Reference (optional) Sunroc Building Materials, Lindon, UT 84042, user Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Apr 18 10:09:29 Page: 1 ID:QZJRrJcznTIJL6HkYanVwhzR8Xw-lX9cHaBVKpu?fqeFJAGYLFvsC6E_ggND4Pnnl7zPVT4 612 4x4 4x4 1.5x4 3x4 4x6 3x4 5x5 8x8 3x4 10x10 3x8 M18AHS 7x10 7x8 1.5x4 4x8 4x8 3x6 1 16 15 14 19 13 20 12 21 11 10 22 23 9 2 8 73 1817 64 5 T1 T1 B1 B3B2 W1 W2 W3 W4 W5 W6 W7 W8 W9 HW1 HW2 4-3-5 21-6-10 4-3-5 8-8-11 4-5-6 4-5-6 4-3-5 13-0-0 4-3-5 17-3-5 4-5-6 26-0-0 2-5-3 15-5-3 2-9-4 13-0-0 5-0-6 10-2-12 5-2-7 20-7-9 5-2-6 5-2-6 5-4-7 26-0-0 0-6-6 7 -0 -6 Scale = 1:49.3 Plate Offsets (X, Y): [1:0-0-4,0-2-0], [9:0-2-2,0-2-0], [9:1-0-5,0-2-12], [10:0-4-0,0-4-12] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL)-0.15 10-12 >999 240 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.58 Vert(CT)-0.21 10-12 >884 180 M18AHS 169/162 TCDL 10.0 Rep Stress Incr NO WB 0.88 Horz(CT)0.02 9 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-SH BCDL 5.0 Weight: 315 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x6 DF 2400F 2.0E *Except* B1:2x4 DF No.2 WEBS 2x4 DF Stud *Except* W6:2x4 DF No.2 SLIDER Left 2x6 DF No.2 --2-3-13, Right 2x6 DF No.2 --2-1-9 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-14 REACTIONS (lb/size)1=-151/0-3-8, (min. 0-1-8), 9=4219/0-5-8, (min. 0-2-3), 14=9006/0-5-8, (min. 0-4-8) Max Horiz 1=99 (LC 27) Max Uplift 1=-383 (LC 17), 9=-503 (LC 11), 14=-1048 (LC 10) Max Grav 1=106 (LC 23), 9=4367 (LC 17), 14=9032 (LC 16) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-143/984, 2-3=-131/1022, 3-17=-129/995, 4-17=-113/1066, 4-5=-102/1356, 5-6=-4557/606, 6-18=-7370/914, 7-18=-7423/900, 7-8=-7520/886, 8-9=-7613/863 BOT CHORD 1-16=-844/205, 15-16=-1026/229, 14-15=-1020/229, 14-19=-137/1658, 13-19=-137/1658, 13-20=-137/1658, 12-20=-137/1658, 12-21=-459/4721, 11-21=-459/4721, 10-11=-459/4721, 10-22=-725/6608, 22-23=-725/6608, 9-23=-725/6608 WEBS 3-16=-435/128, 4-16=-131/399, 4-14=-793/183, 5-14=-7165/800, 5-13=-176/1474, 5-12=-807/6619, 6-12=-2080/313, 6-10=-397/3139 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. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 -3 rows staggered at 0-5-0 oc. Web 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=6.0psf; BCDL=3.0psf; h=20ft; Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)All plates are MT20 plates unless otherwise indicated. 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 3-06-00 tall by 2-00-00 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 383 lb uplift at joint 1, 503 lb uplift at joint 9 and 1048 lb uplift at joint 14. 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. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1802 lb down and 212 lb up at 10-8-12, 1802 lb down and 212 lb up at 12-8-12, 1802 lb down and 212 lb up at 14-8-12, 1802 lb down and 212 lb up at 16-8-12, 1802 lb down and 212 lb up at 18-8-12, 501 lb down and 54 lb up at 20-8-12, and 501 lb down and 54 lb up at 22-8-12, and 501 lb down and 54 lb up at 24-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-90, 5-9=-90, 1-9=-10 Concentrated Loads (lb) Vert: 11=-1802, 13=-1802, 10=-501, 19=-1802, 20=-1802, 21=-1802, 22=-501, 23=-501 Model NameJobTrussTruss Type Qty Ply 231193 2K21Common Girder Job Reference (optional) Sunroc Building Materials, Lindon, UT 84042, user Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Apr 18 10:09:29 Page: 1 ID:r8?ZUKer4OguCZ?JDiLCXKzR8Xt-lX9cHaBVKpu?fqeFJAGYLFvrK6AjgXUD4Pnnl7zPVT4 612 3x6 3x6 5x5 5x5 5x6 3x6 3x6 1 35 34 33 32 31 30 29 28 2726 25 24 23 22 21 20 19 2 18 173416 5 15 146 36 39713 1283738 119 10 T2 T1 T2 T1 B1 B3B2 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 0-6-15 36-3-0 17-6-9 35-8-1 18-1-8 18-1-8 36-3-0 9 -1 -0 0-0-4 8 -9 -4 Scale = 1:63.2 Plate Offsets (X, Y): [29:0-2-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.11 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.29 Horiz(TL)0.01 19 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-SH BCDL 5.0 Weight: 200 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 OTHERS 2x4 DF Stud *Except* ST8,ST7:2x4 DF No.2 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. WEBS 1 Row at midpt 10-28 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 36-3-0. (lb) -Max Horiz 1=-128 (LC 15) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 20, 21, 22, 23, 24, 25, 27, 29, 30, 31, 32, 33, 34, 35 Max Grav All reactions 250 (lb) or less at joint (s) 1, 19, 21, 22, 23, 28, 32, 33, 34 except 20=361 (LC 1), 24=297 (LC 21), 25=309 (LC 21), 27=330 (LC 21), 29=333 (LC 20), 30=308 (LC 20), 31=297 (LC 20), 35=361 (LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 9-29=-312/67, 8-30=-288/62, 7-31=-276/60, 2-35=-293/95, 11-27=-310/67, 12-25=-288/63, 13-24=-276/60, 18-20=-293/95 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=20ft; Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-7-9 to 4-2-0, Interior (1) 4-2-0 to 18-2-0, Exterior(2R) 18-2-0 to 21-9-8, Interior (1) 21-9-8 to 35-8-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 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 3-06-00 tall by 2-00-00 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) 1, 29, 30, 31, 32, 33, 34, 35, 27, 25, 24, 23, 22, 21, 20. 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 Model NameJobTrussTruss Type Qty Ply 231193 1VG11Valley Job Reference (optional) Sunroc Building Materials, Lindon, UT 84042, user Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Apr 18 10:09:29 Page: 1 ID:QZJRrJcznTIJL6HkYanVwhzR8Xw-lX9cHaBVKpu?fqeFJAGYLFvwx6I3ggiD4Pnnl7zPVT4 612 3x4 5x5 4x4 3x4 1 24 23 22 21 20 19 18 17 16 15 14 13 122 113 25 28 104 5 9 26 27 6 8 7 T1 T1 B1 B2 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 0-6-15 27-7-0 13-2-9 27-0-1 13-9-8 13-9-8 27-7-0 6 -11 -0 0-0-4 6 -7 -4 Scale = 1:49.9 Plate Offsets (X, Y): [20:0-2-8,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 Vert(TL)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.18 Horiz(TL)0.00 13 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-SH BCDL 5.0 Weight: 132 lb FT = 20% LUMBER TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 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 bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 27-7-0. (lb) -Max Horiz 1=96 (LC 14) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 14, 15, 16, 17, 18, 20, 21, 22, 23, 24 Max Grav All reactions 250 (lb) or less at joint (s) 1, 13, 15, 19, 23 except 14=328 (LC 1), 16=308 (LC 21), 17=307 (LC 21), 18=330 (LC 21), 20=334 (LC 20), 21=306 (LC 20), 22=308 (LC 20), 24=328 (LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 6-20=-313/67, 5-21=-288/61, 4-22=-283/62, 2-24=-268/87, 8-18=-310/66, 9-17=-287/61, 10-16=-283/62, 12-14=-268/87 NOTES 1)Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=20ft; Ke=0.87; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) 0-7-9 to 3-10-0, Interior (1) 3-10-0 to 13-10-0, Exterior(2R) 13-10-0 to 16-10-0, Interior (1) 16-10-0 to 27-0-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9; Cs=1.00; Ct=1.00 3)Unbalanced snow loads have been considered for this design. 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 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 3-06-00 tall by 2-00-00 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) 1, 20, 21, 22, 23, 24, 18, 17, 16, 15, 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. LOAD CASE(S)Standard Model NameJobTrussTruss Type Qty Ply 231193 1VG21Valley Job Reference (optional) Sunroc Building Materials, Lindon, UT 84042, user Run: 8.63 S Jan 12 2023 Print: 8.630 S Jan 12 2023 MiTek Industries, Inc. Tue Apr 18 10:09:29 Page: 1 ID:QZJRrJcznTIJL6HkYanVwhzR8Xw-lX9cHaBVKpu?fqeFJAGYLFvxQ6IMgiPD4Pnnl7zPVT4