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HomeMy WebLinkAboutTRUSS SPECS - 20-00574 - 1300 Stone Dr - New SFR612 =3x6 =3x4 =3x6 =3x6 =3x4 =6x8 =3x6 =2x4 =2x4 =3x6 =3x4 =2x4 =3x6 =5x6 =3x8 =3x6 =3x6 =3x4 =3x4 1 2 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 4542 35 4039 1733641 164 38 155 14637 137 9 10 1143 44 128 T1 T2 T3 B1 B2 W1 W2 W3 W4 W3 W2 W1 ST5 ST6 ST3 ST4ST2 ST1 ST7 ST8 ST9 ST9 ST8 ST7 ST10 ST6 ST11 ST4 ST2 ST1 2-0-0 -2-0-0 5-2-12 11-0-1 5-2-12 24-2-12 5-9-4 30-0-0 5-9-4 5-9-4 7-11-14 18-11-15 5-1-0 10-10-5 5-1-0 24-2-12 5-9-4 30-0-0 5-9-4 5-9-4 8-3-6 19-1-11 6 -9 -15 0-4-3 5 -10 -3 Scale = 1:54.5 Plate Offsets (X, Y):[2:0-6-0,0-0-6], [8:0-4-0,0-1-15], [12:0-3-0,0-2-7] 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 0.47 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.11 Horz(CT)0.00 18 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 193 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btror 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 8-12. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 35, 37, 38, 39, 40 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with StabilizerInstallation guide. REACTIONS All bearings 30-0-0. (lb) -Max Horiz 2=132 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 18, 20, 22, 23, 24, 25, 27, 28, 29, 30, 31, 32, 33 except 19=-111 (LC 13), 34=-126 (LC 18) Max Grav All reactions 250 (lb) or less at joint(s) 18, 20, 21, 24, 29, 32 except 2=650 (LC 31), 19=515 (LC 31), 22=267 (LC 31), 23=352 (LC 31), 25=341 (LC 30), 27=330 (LC 30), 28=341 (LC 30), 30=349 (LC 31), 31=274 (LC 31), 33=272 (LC 31), 34=310 (LC 31) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-35=-321/98, 30-35=-322/98, 3-34=-335/101, 9-37=-311/66, 28-37=-310/67, 10-38=-300/72, 27-38=-302/73,11-39=-312/67, 25-39=-310/67, 13-40=-324/101, 23-40=-324/99, 17-19=-429/138 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Provide adequate drainage to prevent water ponding. 7)All plates are 1.5x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)* 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 andany other members. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 2, 32, 29, 24, 30, 31, 33, 28, 27, 25, 23, 22, 20 except (jt=lb) 34=125, 19=111. 13)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Job Truss Truss Type Qty Ply A01 2 120-067523T Hip Supported Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:19 Page: 1 ID:zn90E2VbTev1MCxaHQN2dNz33Zp-9yFnNKj2YpM0ubLdXtT6ePTF8Yi_LlJkxlQbtiz327s Continued on page 2 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A01 2 120-067523T Hip Supported Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:19 Page: 2 ID:zn90E2VbTev1MCxaHQN2dNz33Zp-9yFnNKj2YpM0ubLdXtT6ePTF8Yi_LlJkxlQbtiz327s 612 =5x6 =1.5x4 =7x10 =4x8 =3x4 =3x6 =3x8 =4x8 =3x4 =1.5x4 =4x8 1 2 12 11 10 9 8 7 1613 63 1514 54 T2 T1 T3 T4 B1 B2 W1 W2 W3 W4 W3 W2 W1 2-0-0 -2-0-0 3-11-14 16-11-15 6-2-12 13-0-1 6-2-12 23-2-12 6-9-4 30-0-0 6-9-4 6-9-4 3-8-6 16-10-3 6-4-8 13-1-13 6-4-8 23-2-12 6-9-4 30-0-0 6-9-4 6-9-4 7 -9 -15 0-4-3 6 -10 -3 Scale = 1:54.4 Plate Offsets (X, Y):[2:0-1-11,Edge], [4:0-5-4,0-2-0], [5:0-5-0,0-2-0], [7:Edge,0-0-4] 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)-0.24 7-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.88 Vert(CT)-0.31 7-8 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.40 Horz(CT)0.14 7 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.08 7-8 >999 240 BCDL 7.0 Weight: 143 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (4-2-11 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 8-6-10 oc bracing. WEBS 1 Row at midpt 3-11, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1656/0-5-8, (min. 0-2-11), 7=1448/ Mechanical, (min. 0-1-8) Max Horiz 2=150 (LC 12) Max Uplift 2=-323 (LC 12), 7=-259 (LC 13) Max Grav 2=2530 (LC 31), 7=2167 (LC 31) 3 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-3860/670, 3-13=-3452/693, 3-14=-2708/588, 4-14=-2473/600, 4-5=-2237/593, 5-15=-2486/605, 6-15=-2728/584, 6-16=-3776/752, 7-16=-4012/738 BOT CHORD 2-12=-524/3228, 11-12=-525/3226, 10-11=-295/2225, 9-10=-295/2225, 8-9=-587/3396, 7-8=-587/3396 WEBS 3-11=-1159/265, 4-11=-94/633, 4-9=-271/308, 5-9=-105/664, 6-9=-1332/331 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Provide adequate drainage to prevent water ponding. 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)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 lb uplift at joint 7 and 323 lb uplift at joint 2. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A02 1 120-067523T Hip Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:19 Page: 1 ID:4CKDiFq5Qk_qGlE0YNu9unz33ag-9yFnNKj2YpM0ubLdXtT6ePT8xYZILgmkxlQbtiz327s 612 =4x8 =1.5x4 =6x12 =5x6 =5x8 =6x12 =1.5x4 =4x8 1 2 9 8 7 6 531110 4 T2 T1 T2 T3 B1 B1 W1 W2 W3 W2 W1 2-0-0 -2-0-0 7-2-12 15-0-0 7-2-12 22-2-12 7-9-4 30-0-0 7-9-4 7-9-4 7-2-12 15-0-0 7-2-12 22-2-12 7-9-4 30-0-0 7-9-4 7-9-4 8 -9 -15 0-4-3 7 -10 -3 Scale = 1:54.5 Plate Offsets (X, Y):[2:Edge,0-0-4], [3:0-6-0,Edge], [5:0-6-0,Edge], [6:Edge,0-0-4], [8:0-4-0,0-3-0] 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 0.87 Vert(LL)-0.18 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.64 Vert(CT)-0.29 6-7 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.27 Horz(CT)0.09 6 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.11 6-7 >999 240 BCDL 7.0 Weight: 131 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W1:2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-6-10 oc bracing. WEBS 1 Row at midpt 3-8, 5-8 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1656/0-5-8, (min. 0-1-12), 6=1448/ Mechanical, (min. 0-1-8) Max Horiz 2=168 (LC 16) Max Uplift 2=-337 (LC 12), 6=-274 (LC 13) Max Grav 2=1656 (LC 1), 6=1458 (LC 20) 4 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2585/702, 3-10=-1770/554, 4-10=-1619/578, 4-11=-1619/580, 5-11=-1772/556, 5-6=-2701/746 BOT CHORD 2-9=-521/2171, 8-9=-522/2169, 7-8=-569/2297, 6-7=-569/2300 WEBS 3-9=0/271, 3-8=-967/325, 4-8=-278/926, 5-8=-1090/378, 5-7=0/279 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 337 lb uplift at joint 2 and 274 lb uplift at joint 6. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A03 10 120-067523T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:20 Page: 1 ID:UEyVBeSfjD4D2_N2EMru8Fz33b9-d8pAagkgJ6UtWlwq4b_LAd0KdyzH492uAPA9P8z327r 612 312 =4x5 =1.5x4 =5x6 =5x8 =3x4 =5x6 =5x8 =4x8 =7x10 =5x6 =4x8 1 82 12 11 10 9 7 3 14613 4 5 T2 T1 T3 T4 B1 B2 B3 W1 W2 W3 W6 W7 W5 W4 W8 2-0-0 -2-0-0 3-4-4 15-0-0 4-4-1 25-0-1 4-11-15 30-0-0 5-5-12 11-7-12 5-8-0 20-8-0 6-2-0 6-2-0 0-5-8 30-0-0 3-2-8 15-0-0 5-7-8 11-9-8 5-8-0 20-8-0 6-2-0 6-2-0 8-10-8 29-6-8 8 -9 -15 0-4-3 7 -10 -3 2 -2 -10 Scale = 1:56.4 Plate Offsets (X, Y):[2:0-3-8,0-2-0], [3:0-3-0,0-3-4], [7:0-3-0,0-3-0], [8:0-1-14,Edge], [11:0-5-4,0-2-8] 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 0.66 Vert(LL)-0.40 9 >877 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.81 Vert(CT)-0.61 8-9 >586 240 TCDL 7.0 Rep Stress Incr YES WB 0.92 Horz(CT)0.32 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.19 9 >999 240 BCDL 7.0 Weight: 144 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. WEBS 1 Row at midpt 6-10 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1648/0-5-8, (min. 0-1-12), 8=1440/0-5-8, (min. 0-1-8) Max Horiz 2=167 (LC 16) Max Uplift 2=-336 (LC 12), 8=-271 (LC 13) Max Grav 2=1648 (LC 1), 8=1450 (LC 20) 5 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2625/701, 3-13=-2037/630, 4-13=-1921/639, 4-5=-1847/636, 5-6=-1894/613, 6-14=-4157/1150, 7-14=-4308/1148,7-8=-4712/1347 BOT CHORD 2-12=-532/2221, 11-12=-534/2219, 10-11=-367/1782, 9-10=-895/3927, 8-9=-1158/4214 WEBS 3-11=-584/208, 6-10=-2817/738, 6-9=-452/2089, 5-10=-401/1234, 4-10=-438/176, 7-9=-336/249 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 336 lb uplift at joint 2 and 271 lb uplift at joint 8. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A04 1 120-067523T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:20 Page: 1 ID:1lgOfQVfw8MFqynXeMNWUuz33YW-d8pAagkgJ6UtWlwq4b_LAd0Nvywc4?uuAPA9P8z327r 612 312=4x5 =1.5x4 =5x8 =5x8 =3x4 =5x6 =5x8 =4x8 =7x10 =5x6 =4x8 1 9 82 13 12 11 10 7 3 14 156 4 5 T2 T1 T3 T4 B1 B2 B3 W1 W2 W3 W7 W8 W5 W4 W6 2-0-0 -2-0-0 2-0-0 32-0-0 3-4-4 15-0-0 4-4-1 25-0-1 4-11-15 30-0-0 5-5-12 11-7-12 5-8-0 20-8-0 6-2-0 6-2-0 3-2-8 15-0-0 5-7-8 11-9-8 5-8-0 20-8-0 6-2-0 6-2-0 9-4-0 30-0-0 8 -9 -15 0-4-3 0-3-15 7 -10 -3 0 -1 -6 0 -1 -6 2 -2 -10 2 -4 -0 Scale = 1:63.1 Plate Offsets (X, Y):[2:0-3-8,0-2-0], [3:0-4-0,0-3-0], [7:0-3-0,0-3-0], [8:0-3-9,0-2-0], [12:0-5-4,0-2-8] 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 0.66 Vert(LL)-0.39 8-10 >902 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.73 Vert(CT)-0.56 8-10 >633 240 TCDL 7.0 Rep Stress Incr YES WB 0.89 Horz(CT)0.31 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.17 10-11 >999 240 BCDL 7.0 Weight: 147 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. WEBS 1 Row at midpt 6-11 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1640/0-5-8, (min. 0-1-12), 8=1640/0-5-8, (min. 0-1-12) Max Horiz 2=151 (LC 16) Max Uplift 2=-335 (LC 12), 8=-335 (LC 13) Max Grav 2=1650 (LC 19), 8=1650 (LC 20) 6 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2635/686, 3-14=-2032/613, 4-14=-1912/624, 4-5=-1830/611, 5-6=-1876/588, 6-15=-4081/1015, 7-15=-4216/1013,7-8=-4593/1158 BOT CHORD 2-13=-452/2232, 12-13=-453/2229, 11-12=-284/1768, 10-11=-704/3859, 8-10=-902/4070 WEBS 3-12=-598/208, 6-10=-328/2021, 7-10=-262/221, 5-11=-380/1220, 4-11=-467/194, 6-11=-2760/622 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 335 lb uplift at joint 2 and 335 lb uplift at joint 8. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A05 3 120-067523T Hip Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:20 Page: 1 ID:HUjoYVcJovVzPLzGfl1dLnz33YN-d8pAagkgJ6UtWlwq4b_LAd0Nvyxs40NuAPA9P8z327r 612 312 =4x5 =1.5x4 =5x6 =1.5x4 =5x8 =5x8 =6x12 =1.5x4 =4x5 =7x10 =5x6 =4x12 1 92 13 12 11 10 8 3 71514 6 4 5 T2 T1 T3 T4 B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 W9 2-0-0 -2-0-0 2-1-8 21-8-12 3-4-4 15-0-0 3-10-9 25-7-5 4-4-11 30-0-0 4-7-4 19-7-4 5-5-12 11-7-12 6-2-0 6-2-0 0-5-8 30-0-0 2-5-0 21-10-8 5-7-8 11-9-8 6-2-0 6-2-0 7-8-0 29-6-8 7-8-0 19-5-8 8 -9 -15 0-4-3 7 -10 -3 1 -11 -0 Scale = 1:56.4 Plate Offsets (X, Y):[2:0-3-8,0-2-0], [3:0-3-0,0-3-4], [8:0-3-0,0-3-0], [9:0-0-10,Edge], [12:0-5-4,0-2-8] 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 0.59 Vert(LL)-0.37 10-11 >956 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.79 Vert(CT)-0.55 11-12 >643 240 TCDL 7.0 Rep Stress Incr YES WB 0.51 Horz(CT)0.28 9 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.17 9-10 >999 240 BCDL 7.0 Weight: 146 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4,W5:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (lb/size)2=1656/0-5-8, (min. 0-1-12), 9=1448/ Mechanical, (min. 0-1-8) Max Horiz 2=167 (LC 16) Max Uplift 2=-337 (LC 12), 9=-274 (LC 13) Max Grav 2=1656 (LC 1), 9=1458 (LC 20) 7 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2639/707, 3-14=-2069/634, 4-14=-1955/644, 4-5=-2030/752, 5-6=-3504/1062, 6-15=-3282/965, 7-15=-3385/958, 7-8=-4478/1203, 8-9=-4900/1400 BOT CHORD 2-13=-536/2233, 12-13=-537/2231, 11-12=-280/1649, 10-11=-903/3865, 9-10=-1215/4398 WEBS 3-12=-572/212, 4-12=-565/213, 5-12=-223/671, 5-11=-604/2416, 6-11=-526/178, 7-11=-1260/372, 7-10=-276/1159, 8-10=-317/249 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 337 lb uplift at joint 2 and 274 lb uplift at joint 9. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A06 1 120-067523T Hip Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:20 Page: 1 ID:TUaxqyBrBrtX?JwFH2M6cBz33WL-d8pAagkgJ6UtWlwq4b_LAd0O0yww46JuAPA9P8z327r 612 312=4x5 =1.5x4 =5x6 =1.5x4 =5x8 =5x6 =8x12 =1.5x4 =5x8 =MT20HS 8x12 =4x12 1 82 12 11 10 9 3 7 1413 4 6 5 T2 T1 T3 T4 B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W8 2-0-0 -2-0-0 2-7-4 17-7-4 3-4-4 15-0-0 5-5-12 11-7-12 6-1-8 23-8-12 6-2-0 6-2-0 6-3-4 30-0-0 0-5-8 30-0-0 5-7-8 11-9-8 5-8-0 29-6-8 5-8-0 17-5-8 6-2-0 6-2-0 6-5-0 23-10-8 8 -9 -15 0-4-3 7 -10 -3 1 -5 -0 Scale = 1:56.4 Plate Offsets (X, Y):[2:0-3-8,0-2-0], [3:0-3-0,0-3-4], [7:0-4-0,0-3-0], [8:0-0-10,Edge], [11:0-5-4,0-2-8] 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 0.87 Vert(LL)-0.36 9-10 >977 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.80 Vert(CT)-0.53 9-10 >666 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr YES WB 0.81 Horz(CT)0.28 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.17 9-10 >999 240 BCDL 7.0 Weight: 145 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W4:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-11 oc bracing. WEBS 1 Row at midpt 7-10 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1656/0-5-8, (min. 0-1-12), 8=1448/ Mechanical, (min. 0-1-8) Max Horiz 2=167 (LC 16) Max Uplift 2=-337 (LC 12), 8=-274 (LC 13) Max Grav 2=1656 (LC 1), 8=1458 (LC 20) 8 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2640/706, 3-13=-2067/636, 4-13=-1952/646, 4-5=-2038/759, 5-6=-2567/864, 6-14=-2464/750, 7-14=-2581/737, 7-8=-4989/1341 BOT CHORD 2-12=-535/2234, 11-12=-536/2232, 10-11=-270/1640, 9-10=-1075/4170, 8-9=-1148/4462 WEBS 3-11=-576/208, 4-11=-573/226, 5-11=-249/664, 5-10=-468/1839, 6-10=-663/233, 7-10=-2072/662, 7-9=-238/1183 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 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)* 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)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 337 lb uplift at joint 2 and 274 lb uplift at joint 8. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A07 1 120-067523T Hip Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:21 Page: 1 ID:ucJwbcd3TDYHx?FMyJXnc?z33Vm-5LNYo0kJ4Qck8vU0eIVajqYVNLF?pUs1P3vixaz327q 612 312=4x5 =1.5x4 =5x6 =5x8 =3x4 =5x6 =6x12 =6x8 =3x4 =3x6 =MT20HS 8x12 =4x12 1 82 13 12 11 10 9 7 3 614 4 5 T2 T1 T3 T4 B1 B2 B3 B4 W1 W2 W3 W4 W5 W6 W7 W9W8 2-0-0 -2-0-0 3-4-4 15-0-0 4-3-4 30-0-0 4-6-5 25-8-12 5-5-12 11-7-12 6-2-0 6-2-0 6-2-7 21-2-7 0-5-8 30-0-0 3-8-0 29-6-8 3-8-0 15-5-8 4-8-1 25-10-8 5-7-8 11-9-8 5-8-15 21-2-7 6-2-0 6-2-0 8 -9 -15 0-4-3 7 -10 -3 0 -11 -0 Scale = 1:56.4 Plate Offsets (X, Y):[2:0-3-8,0-2-0], [3:0-3-0,0-3-4], [6:0-4-0,Edge], [8:0-0-10,Edge], [12:0-5-4,0-2-8] 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 0.69 Vert(LL)-0.30 9-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.73 Vert(CT)-0.42 9-10 >849 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr YES WB 0.64 Horz(CT)0.23 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.14 9-10 >999 240 BCDL 7.0 Weight: 147 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-2 oc bracing. WEBS 1 Row at midpt 6-11 MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1656/0-5-8, (min. 0-1-12), 8=1448/ Mechanical, (min. 0-1-8) Max Horiz 2=167 (LC 16) Max Uplift 2=-337 (LC 12), 8=-274 (LC 13) Max Grav 2=1656 (LC 1), 8=1455 (LC 20) 9 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2642/706, 3-14=-2055/634, 4-14=-1941/644, 4-5=-1843/631, 5-6=-2002/636, 6-7=-3005/862, 7-8=-4906/1353 BOT CHORD 2-13=-535/2236, 12-13=-536/2234, 11-12=-370/1797, 10-11=-617/2652, 9-10=-1102/4110, 8-9=-1171/4373 WEBS 3-12=-583/208, 4-11=-456/172, 5-11=-402/1271, 6-11=-1281/401, 6-10=-86/513, 7-9=-254/1107, 7-10=-1552/500 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 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)* 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)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 337 lb uplift at joint 2 and 274 lb uplift at joint 8. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A08 1 120-067523T Hip Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:21 Page: 1 ID:EreFD7usI_J9aOwbExwyVez33VQ-5LNYo0kJ4Qck8vU0eIVajqYYCLG5pXX1P3vixaz327q 612 312 =5x6 =1.5x4 =3x4 =5x8 =3x4 =4x5 =8x12 =4x8 =3x6 =7x10 =5x6 =4x8 =MT18HS 9x12 =4x12 1 92 15 14 13 12 11 10 81916 3 7 1817 4 5 6 T1 T2 T3 T4 B1 B2 B3 B4 W1 W2 W3W4 W5 W6 W7 W11 W8 W9 W10 1-4-5 13-0-1 2-0-0 -2-0-0 2-7-7 30-0-0 3-11-14 16-11-15 4-11-5 27-4-9 5-5-12 11-7-12 5-5-4 22-5-4 6-2-0 6-2-0 0-5-8 30-0-0 1-8-0 29-6-8 1-8-0 13-5-8 3-4-11 16-10-3 5-5-4 27-10-8 5-7-0 22-5-4 5-7-8 11-9-8 6-2-0 6-2-0 7 -9 -15 0-4-3 6 -10 -3 0-5-0 Scale = 1:56.9 Plate Offsets (X, Y):[2:0-1-11,Edge], [5:0-3-0,0-2-4], [6:0-5-4,0-2-0], [8:0-1-4,0-2-0], [9:0-1-13,0-0-5], [10:0-6-3,Edge], [14:0-5-4,0-2-8] 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 0.67 Vert(LL)-0.33 10-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.79 Vert(CT)-0.41 10-11 >876 240 MT18HS 137/130 TCDL 7.0 Rep Stress Incr YES WB 0.71 Horz(CT)0.20 9 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.09 10-11 >999 240 BCDL 7.0 Weight: 175 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B3,B4:2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W11:1-1/2" x 11-7/8" VERSA-LAM® 2.0 2800DF BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-2-12 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. WEBS 1 Row at midpt 7-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1656/0-5-8, (min. 0-2-11), 9=1448/ Mechanical, (min. 0-1-8) Max Horiz 2=150 (LC 16) Max Uplift 2=-323 (LC 12), 9=-259 (LC 13) Max Grav 2=2530 (LC 31), 9=2167 (LC 31) 10 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-3888/672, 3-16=-3611/693, 3-17=-2917/620, 4-17=-2685/630, 4-5=-2669/666, 5-6=-2358/607, 6-18=-2677/636, 7-18=-2881/618, 7-19=-4100/815, 8-19=-4196/800, 8-9=-6922/1277 BOT CHORD 2-15=-528/3261, 14-15=-528/3261, 13-14=-362/2511, 12-13=-322/2414, 11-12=-610/3655, 10-11=-1001/5376,9-10=-1122/6184 WEBS 3-14=-943/209, 4-13=-525/180, 5-13=-258/1192, 6-13=-338/203, 6-12=-139/863, 8-10=-196/1360, 7-12=-1479/342, 7-11=-38/493, 8-11=-1734/395 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Provide adequate drainage to prevent water ponding. 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)Refer to girder(s) for truss to truss connections. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 323 lb uplift at joint 2 and 259 lb uplift at joint 9. 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A09 1 120-067523T Hip Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:21 Page: 1 ID:czfYpLcI5I48?3Ch?2y0jNz33TD-5LNYo0kJ4Qck8vU0eIVajqYYVLF9pVR1P3vixaz327q 412 =4x8 =4x8 =1.5x4 =4x5 =3x4 =12x12 =MT18HS 9x12 =MT20HS 8x12 =2x4 =5x8 =3x6 =7x10 =MT18HS 12x16 =7x10 =4x5 =1.5x4 =5x8 HJC26 LUS24 LUS24 HUS28 1 18 2 17 16 24 25 15 14 13 12 1123 3 104 6 20 719 21 85 229 T1 T2 T3 T4 B1 B3B2 W4 W5 W6 W7 W6 W8 W9 W10 W11 W12W1W2W3 2-0-0 -2-0-0 2-3-13 6-4-11 2-4-8 24-7-0 2-3-13 8-8-8 4-2-11 17-7-15 4-0-13 4-0-13 4-6-9 22-2-8 4-8-12 13-5-4 4-8-0 29-3-0 6-5-0 35-8-0 3-6-10 8-6-12 4-2-11 17-7-15 4-8-5 22-4-4 4-10-8 13-5-4 5-0-2 5-0-2 5-5-13 27-10-1 7-9-15 35-8-0 4 -8 -0 0-3-15 3 -2 -12 3 -2 -12 0 -9 -8 4 -0 -4 Scale = 1:64.2 Plate Offsets (X, Y):[2:0-2-3,Edge], [2:1-5-0,0-4-10], [5:0-6-0,0-1-11], [11:0-5-4,0-0-6], [15:0-5-8,0-6-0], [16:0-3-8,0-6-0] 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 0.87 Vert(LL)-0.80 14-15 >526 360 MT18HS 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.96 Vert(CT)-1.06 14-15 >397 240 MT20 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.88 Horz(CT)0.16 11 n/a n/a MT20HS 165/146 BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.39 14-15 >999 240 BCDL 7.0 Weight: 435 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* T2:2x6 DF 1800F 1.6E or 2x6 DF SS BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std *Except* W10:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btror 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-3 oc purlins, except 2-0-0 oc purlins (3-5-10 max.): 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=5886/0-5-8, (min. 0-3-3), 11=3513/0-5-8, (min. 0-1-14) Max Horiz 2=91 (LC 14) Max Uplift 2=-1437 (LC 6), 11=-718 (LC 6) Max Grav 2=5982 (LC 32), 11=3541 (LC 18) 11 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-16133/3713, 3-4=-16051/3673, 4-5=-17717/4038, 5-19=-20167/4485, 6-19=-20167/4485, 6-20=-20165/4484, 7-20=-20165/4484, 7-21=-13769/3046, 8-21=-13766/3047, 8-9=-14204/3159, 9-22=-9756/2140, 10-22=-9870/2133, 10-23=-10106/2171, 11-23=-10194/2156 BOT CHORD 2-17=-3563/15316, 16-17=-3670/16058, 16-24=-3764/16730, 24-25=-3764/16730, 15-25=-3764/16730, 14-15=-3900/18009, 13-14=-3900/18009, 12-13=-1931/8961, 11-12=-2027/9611 WEBS 5-16=-742/3326, 5-15=-763/3969, 6-15=-599/165, 7-15=-770/2908, 7-13=-4883/1076, 8-13=-4782/1096,9-13=-1865/8592, 9-12=-181/874, 10-12=-816/218, 3-17=-416/117, 4-17=-1431/347, 4-16=-362/1134 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-4-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 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 todistribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)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. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 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 718 lb uplift at joint 11 and 1437 lb uplift at joint 2. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Job Truss Truss Type Qty Ply B01 1 220-067523T Roof Special Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:22 Page: 1 ID:t8Ugp5f3d2plAsZ5yPmdUEz33lE-5LNYo0kJ4Qck8vU0eIVajqYVJLCUpTq1P3vixaz327q Continued on page 2 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent at 8-8-14 from the left end to connect truss(es) J1 (1 ply 2x4 DF or DF-N), HJ1 (1 ply 2x6 DF) to front face of bottom chord. 15)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-5-4 from the left end to 11-5-4 to connecttruss(es) J1 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 16)Use Simpson Strong-Tie HUS28 (22-16d Girder, 4-16d Truss, Single Ply Girder) or equivalent at 13-5-4 from the left end to connect truss(es) DG (1 ply 2x8 DF) to front face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-84, 5-8=-84, 8-9=-84, 9-11=-84, 2-11=-14 Concentrated Loads (lb) Vert: 16=-2056 (F), 15=-2750 (F), 24=-475 (F), 25=-475 (F) Job Truss Truss Type Qty Ply B01 1 220-067523T Roof Special Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:22 Page: 2 ID:t8Ugp5f3d2plAsZ5yPmdUEz33lE-5LNYo0kJ4Qck8vU0eIVajqYVJLCUpTq1P3vixaz327q 612 =3x4 =3x4 =3x6 =5x6 =5x6 =4x12 =4x8 =3x4 =3x6 =3x6 =3x4 =3x4 1 25 24 23 22 21 20 19 18 17 16 15 1426 2 28 13 27 3 31 29 1230114 10 5 9 6 7 8 T1 T2 T1 B1 B2 W1 W2 W3W4W3 W2 W1 ST5ST3 ST4ST2 ST1 ST6 ST7 ST8 ST9 ST10 ST11 0 -3 -14 0-10-14 11-11-7 5-3-0 11-0-9 5-3-0 17-2-8 5-9-8 5-9-8 5-9-8 23-0-0 0-1-7 11-9-11 0-5-15 11-8-4 5-4-12 11-2-5 5-4-12 17-2-8 5-9-8 5-9-8 5-9-8 23-0-0 0-4-3 5 -10 -7 Scale = 1:45.8 Plate Offsets (X, Y):[7:0-3-0,0-2-0], [8:0-5-4,0-2-0], [22:0-3-0,0-3-0] 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 0.34 Vert(LL)-0.09 24-25 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.42 Vert(CT)-0.11 24-25 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.42 Horz(CT)0.01 21 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.04 24-25 >999 240 BCDL 7.0 Weight: 139 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 27, 28 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 11-5-8. except 1=0-5-8 (lb) -Max Horiz 1=-98 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 14, 16, 17, 18, 19, 20except 15=-113 (LC 13), 21=-217 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 14, 16, 17, 20 except 1=729 (LC 30), 15=526 (LC 30), 18=252 (LC 30), 19=359 (LC 30), 21=1447 (LC 30) 13 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-894/132, 2-3=-816/164, 3-30=-754/195, 4-30=-645/196, 4-5=-41/298, 5-6=-2/349, 6-7=0/385, 7-8=0/277, 8-9=0/348, 9-10=0/358, 10-11=-20/331 BOT CHORD 1-25=-122/692, 24-25=-122/692, 23-24=-122/692, 22-23=-122/692, 21-22=-122/692, 20-21=-259/161 WEBS 4-23=-74/378, 4-27=-1081/271, 26-27=-1077/268, 21-26=-1132/284, 7-21=-409/59, 9-28=-320/105, 19-28=-317/103, 13-15=-439/140 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 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 andany other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 14, 20, 17, 19, 18, 16 except (jt=lb) 21=216, 15=113. 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply C01 1 120-067523T Hip Structural Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:22 Page: 1 ID:nybiAIiNxf7P?lub9z?kH9z33Me-aXxw?Mlxqkkal33CC00pF25oPlhBY1DBdjfFU1z327p 612 =5x8 =5x8 =4x12 =3x6 =12x12 =4x8 =MT18HS 9x12 =12x12 =4x8 =12x12 =3x6 =4x12 =5x8 =5x8 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 HUS28 1 15 12 16 11 17 10 18 19 9 20 21 8 22 23 7 2 6 13 14 53 4 T1 T1 B1 B2 W5 W4 W4W3 W3 W1 W1W2W2 3-5-4 11-6-0 3-5-4 14-11-4 4-0-12 4-0-12 4-0-0 18-11-4 4-0-0 8-0-12 4-0-12 23-0-0 3-5-4 14-11-4 3-5-4 11-6-0 4-0-0 18-11-4 4-0-0 8-0-12 4-0-12 4-0-12 4-0-12 23-0-0 0-4-3 6 -1 -3 Scale = 1:39.4 Plate Offsets (X, Y):[1:0-1-11,Edge], [1:1-2-0,0-5-15], [7:0-1-11,Edge], [7:1-2-0,0-5-15], [8:0-7-0,0-2-0], [9:0-3-8,0-6-12], [10:0-6-0,0-7-8], [11:0-6-0,0-7-12], [12:0-7-0,0-2-0] 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 0.86 Vert(LL)-0.30 10-11 >902 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.83 Vert(CT)-0.41 10-11 >655 240 MT18HS 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.66 Horz(CT)0.08 7 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.15 10-11 >999 240 BCDL 7.0 Weight: 320 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x10 DF 1950F 1.7E or 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W5,W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=9302/0-5-8, (min. 0-4-15), 7=9504/0-5-8, (min. 0-5-1) Max Horiz 1=98 (LC 31) Max Uplift 1=-1671 (LC 10), 7=-1837 (LC 11) 14 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-16939/3135, 2-13=-14047/2669, 3-13=-13959/2677, 3-4=-10888/2118, 4-5=-10888/2118, 5-14=-13865/2683, 6-14=-13953/2675, 6-7=-16497/3169 BOT CHORD 1-15=-2883/15234, 12-15=-2883/15234, 12-16=-2883/15234, 11-16=-2883/15234, 11-17=-2371/12518, 10-17=-2371/12518, 10-18=-2294/12432, 18-19=-2294/12432, 9-19=-2294/12432, 9-20=-2816/14834, 20-21=-2816/14834, 8-21=-2816/14834, 8-22=-2816/14834, 22-23=-2816/14834, 7-23=-2816/14834 WEBS 4-10=-1801/9357, 3-10=-4345/882, 5-10=-4217/890, 3-11=-785/4256, 5-9=-793/4121, 2-12=-314/1991, 6-8=-331/1698,2-11=-2993/563, 6-9=-2647/591 NOTES 1)2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 3 rows staggered at 0-2-0 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 todistribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 4)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 1671 lb uplift at joint 1 and 1837 lb uplift at joint 7.10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 22-0-12 to connect truss(es) A02 (1 ply 2x4 DF or DF-N), A03 (1 ply 2x4 DF or DF-N) to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply C02 1 220-067523T Hip Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:23 Page: 1 ID:kcFu9owITUWjngrFmSrBZ9z33ML-2jVIDimZb1sRNDePmjX2oFer19x?HQiKsNOp0Tz327o Continued on page 2 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-7=-84, 1-7=-14 Concentrated Loads (lb) Vert: 11=-1444, 12=-1444, 15=-2153, 16=-1444, 17=-1444, 18=-1444, 19=-1444, 20=-1444, 21=-1444, 22=-1444, 23=-1446 Job Truss Truss Type Qty Ply C02 1 220-067523T Hip Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:23 Page: 2 ID:kcFu9owITUWjngrFmSrBZ9z33ML-2jVIDimZb1sRNDePmjX2oFer19x?HQiKsNOp0Tz327o 412 =3x6 =3x4 =3x4 =5x6 =3x6 1 13 2 22 2120 19 18 17 16 15 14 12 3 11456237824910 T1 T2 T1 B1 B2 ST3ST2ST2ST2ST2ST2ST2ST1 2-0-0 24-2-0 2-0-0 -2-0-0 4-3-15 4-3-15 4-3-15 22-2-0 13-6-2 17-10-1 22-2-0 2 -5 -0 0-3-151-9 -4 Scale = 1:45.4 Plate Offsets (X, Y):[2:0-0-10,Edge], [4:0-2-0,0-2-13], [12:0-0-10,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 0.46 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.27 Vert(CT)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 14 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 79 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 22-2-0. (lb) -Max Horiz 2=-40 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 14, 15, 16, 17, 18, 19, 21, 22 except 2=-168 (LC 8), 12=-178 (LC 9) Max Grav All reactions 250 (lb) or less at joint(s) except 2=612 (LC 31), 12=642 (LC 31), 14=385 (LC 31), 15=302 (LC 30), 16=301 (LC 30), 17=301 (LC 30), 18=300 (LC 30), 19=304 (LC 30), 21=290 (LC 30), 22=382 (LC 31) 16 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 11-14=-329/83, 10-15=-285/63, 9-16=-269/68, 8-17=-273/67, 7-18=-272/66, 6-19=-274/70, 5-21=-266/55, 3-22=-356/92 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 consultqualified building designer as per ANSI/TPI 1. 3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Provide adequate drainage to prevent water ponding. 7)All plates are 1.5x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)* 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. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 15, 16, 17, 18, 19, 21, 22 except (jt=lb) 2=167, 12=178. 13)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply D01 1 120-067523T Hip Supported Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:23 Page: 1 ID:BdYJ9oFl3pNDvCViIfJuMtz33w4-2jVIDimZb1sRNDePmjX2oFexH93kHZwKsNOp0Tz327o 412 =4x5 =1.5x4 =4x5 =5x8 =3x4 =3x8 =4x5 =1.5x4 =4x5 1 2 10 9 8 73 6412115 T1 T2 T3 B1 B2 W2 W2 W1 W1 W3 W3 2-0-0 -2-0-0 3-3-1 7-3-15 3-3-1 18-1-3 3-9-1 11-1-0 3-9-1 14-10-1 4-0-13 4-0-13 4-0-13 22-2-0 7-2-10 14-8-5 7-5-11 7-5-11 7-5-11 22-2-0 3 -5 -0 0-3-15 2 -9 -4 Scale = 1:42.1 Plate Offsets (X, Y):[2:0-2-10,Edge], [8:0-2-10,Edge], [10:0-4-0,0-3-0] 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 0.57 Vert(LL)-0.18 9-10 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.50 Vert(CT)-0.26 9-10 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.20 Horz(CT)0.08 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.09 9-10 >999 240 BCDL 7.0 Weight: 91 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins, except 2-0-0 oc purlins (4-3-14 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 8-3-10 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=1265/0-5-8, (min. 0-1-11), 8=1054/0-5-8, (min. 0-1-8) Max Horiz 2=68 (LC 8) Max Uplift 2=-354 (LC 8), 8=-242 (LC 9) Max Grav 2=1576 (LC 31), 8=1233 (LC 31) 17 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2759/642, 3-4=-2250/556, 4-11=-2150/554, 5-11=-2149/554, 5-12=-2165/585, 6-12=-2165/585, 6-7=-2267/590,7-8=-2931/731 BOT CHORD 2-10=-556/2497, 9-10=-554/2576, 8-9=-651/2684 WEBS 4-10=-46/404, 6-9=-65/414, 3-10=-550/159, 7-9=-686/193, 5-10=-518/152, 5-9=-499/133 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Provide adequate drainage to prevent water ponding. 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 242 lb uplift at joint 8 and 354 lb uplift at joint 2. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply D02 1 120-067523T Hip Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:24 Page: 1 ID:vZ94GDN0iteo6lGdtlVEm_z33vw-Ww2gQ2nBML_I?NDbJR2HLTA5KZMN0_7T518MYvz327n 412 =5x6 =1.5x4 =3x4 =4x8 =5x6 =3x8 =5x6 =3x4 =1.5x4 =4x8 1 2 11 10 9 8 71512 14 13 3 6 4 5 T1 T2 T3 B1 B2 W1 W2 W3W4 W3 W2 W1 1-6-2 11-10-1 2-0-0 -2-0-0 4-9-1 10-3-15 4-9-1 16-7-3 5-6-13 5-6-13 5-6-13 22-2-0 1-2-10 11-8-5 4-10-13 16-7-3 4-10-13 10-5-11 5-6-13 22-2-0 5-6-13 5-6-13 4 -5 -0 0-3-15 3 -9 -4 Scale = 1:42.3 Plate Offsets (X, Y):[2:0-3-3,Edge], [4:0-5-4,0-2-0], [10:0-2-12,0-3-0] 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 0.60 Vert(LL)-0.25 10-11 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.72 Vert(CT)-0.31 10-11 >837 240 TCDL 7.0 Rep Stress Incr YES WB 0.63 Horz(CT)0.10 7 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.08 10-11 >999 240 BCDL 7.0 Weight: 95 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins, except 2-0-0 oc purlins (4-2-10 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 8-3-6 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=1273/0-5-8, (min. 0-2-0), 7=1062/ Mechanical, (min. 0-1-8) Max Horiz 2=84 (LC 12) Max Uplift 2=-338 (LC 8), 7=-227 (LC 9) Max Grav 2=1891 (LC 31), 7=1550 (LC 31) 18 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-3599/633, 12-13=-3475/640, 3-13=-3382/647, 3-4=-2550/533, 4-5=-2335/535, 5-6=-2559/535, 6-14=-3671/731,14-15=-3696/723, 7-15=-3808/718 BOT CHORD 2-11=-556/3277, 10-11=-556/3277, 9-10=-379/2329, 8-9=-644/3497, 7-8=-644/3497 WEBS 3-10=-1035/208, 4-10=-60/437, 5-9=-72/477, 6-9=-1266/288 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Provide adequate drainage to prevent water ponding. 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)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 227 lb uplift at joint 7 and 338 lb uplift at joint 2. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply D03 1 120-067523T Hip Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:24 Page: 1 ID:8Zkwj5hKatv6DlFdPCzKqTz33vW-Ww2gQ2nBML_I?NDbJR2HLTA4sZI00uMT518MYvz327n 412 =3x6 = 1.5x4 =5x6 =5x6 =3x4 =1.5x4 =3x6 1 7 6 5 8 942 3 T1 T1 B1 B2 W2 W1 W2 W1 5-1-10 11-1-0 5-1-10 16-2-10 5-11-6 5-11-6 5-11-6 22-2-0 6-10-3 14-6-1 7-7-15 22-2-0 7-7-15 7-7-15 0-3-15 4 -0 -4 Scale = 1:38.2 Plate Offsets (X, Y):[1:0-0-14,Edge], [5:0-0-14,Edge], [7:0-3-0,0-3-0] 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 0.41 Vert(LL)-0.16 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.51 Vert(CT)-0.24 5-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.35 Horz(CT)0.07 5 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.08 5-6 >999 240 BCDL 7.0 Weight: 82 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (lb/size)1=1072/0-5-8, (min. 0-1-8), 5=1072/ Mechanical, (min. 0-1-8) Max Horiz 1=66 (LC 12) Max Uplift 1=-222 (LC 8), 5=-224 (LC 9) 19 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-2571/756, 2-8=-2414/757, 2-3=-2218/673, 3-4=-2245/680, 4-9=-2457/770, 5-9=-2614/769 BOT CHORD 1-7=-665/2360, 6-7=-387/1595, 5-6=-679/2408 WEBS 3-6=-177/793, 4-6=-634/253, 3-7=-167/760, 2-7=-605/242 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 222 lb uplift at joint 1 and 224 lb uplift at joint 5. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply D04 3 120-067523T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:24 Page: 1 ID:Jgu41spE_FIY2RbkY0fvmnz33vL-Ww2gQ2nBML_I?NDbJR2HLTA7nZLB0ynT518MYvz327n 412 =3x4 =1.5x4 =3x4 =3x8 =3x4 1 5 4 6 2 3 T1 W3 B1 W1 W2 4-9-10 10-1-8 5-3-14 5-3-14 0-1-12 10-1-8 4-7-14 9-11-12 5-3-14 5-3-14 3 -8 -7 0-3-15 3 -4 -15 0-3-8 Scale = 1:30.6 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 0.36 Vert(LL)-0.04 1-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.24 Vert(CT)-0.06 1-5 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.43 Horz(CT)0.01 4 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.02 1-5 >999 240 BCDL 7.0 Weight: 41 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 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)1=478/0-5-8, (min. 0-1-8), 4=478/0-1-8, (min. 0-1-8) Max Horiz 1=137 (LC 8) Max Uplift 1=-93 (LC 8), 4=-141 (LC 8) Max Grav 1=515 (LC 19), 4=581 (LC 19) 20 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1009/223, 2-6=-862/224 BOT CHORD 1-5=-337/894, 4-5=-337/894 WEBS 2-4=-933/354 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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. 6)Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 1 and 141 lb uplift at joint 4. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply D05 1 120-067523T Monopitch Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:24 Page: 1 ID:oPVINqFBl?ialpnT5tn6hAz33uo-Ww2gQ2nBML_I?NDbJR2HLTA8bZQS0xXT518MYvz327n 412 =5x8 =4x12 =5x8 =5x8 =1.5x4 HUS28 HUS26 HUS26 HUS26 1 7 8 5 9 10 4 6 2 3 T1 W3 B1 W1 W2 3-7-8 8-8-8 5-1-0 5-1-0 3-7-8 8-8-8 5-1-0 5-1-0 3 -2 -12 0-3-15 3 -2 -12 Scale = 1:27.5 Plate Offsets (X, Y):[1:0-5-4,0-0-6], [5:0-6-4,0-2-0] 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 0.60 Vert(LL)-0.11 1-5 >878 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.95 Vert(CT)-0.15 1-5 >660 240 TCDL 7.0 Rep Stress Incr NO WB 0.92 Horz(CT)0.02 4 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P Wind(LL)0.05 1-5 >999 240 BCDL 7.0 Weight: 46 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std *Except* W1:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=2841/0-5-8, (min. 0-3-1), 4=2685/ Mechanical, (min. 0-1-8) Max Horiz 1=111 (LC 23) Max Uplift 1=-530 (LC 6), 4=-601 (LC 6) Max Grav 1=2871 (LC 16), 4=2764 (LC 16) 21 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-4340/828, 2-6=-4254/836 BOT CHORD 1-7=-873/4089, 7-8=-873/4089, 5-8=-873/4089, 5-9=-873/4089, 9-10=-873/4089, 4-10=-873/4089 WEBS 2-5=-500/2725, 2-4=-4485/957 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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. 6)Refer to girder(s) for truss to truss connections. 7)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 530 lb uplift at joint 1 and 601 lb uplift at joint 4. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 1-6-12 from the left end to connect truss(es) D03 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 10)Use Simpson Strong-Tie HUS26 (14-16d Girder, 4-16d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 3-6-12 from the left end to 7-6-12 to connecttruss(es) D04 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. 12)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 1-4=-14 Concentrated Loads (lb) Vert: 7=-1536 (F), 8=-1058 (F), 9=-1058 (F), 10=-1058 (F) Job Truss Truss Type Qty Ply DG 1 120-067523T Jack-Closed Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:25 Page: 1 ID:gSHFn0VMoSLbm2tVqng11bz33uT-_6c3dOnp7f69cWont8aWtgjFbzbZlG9dJhtw4Mz327m 612 =3x6 =4x5 =3x6 1 9 2 14 13 12 11 10 8 3 71516 4 6 5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 2-0-0 14-0-0 2-0-0 -2-0-0 6-0-0 6-0-0 6-0-0 12-0-0 12-0-0 4 -3 -15 0-4-3 3 -4 -3 Scale = 1:30.2 Plate Offsets (X, Y):[2:0-6-0,0-0-6], [8:0-6-0,0-0-6] 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 0.47 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.25 Vert(CT)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.05 Horz(CT)0.00 8 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 52 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS All bearings 12-0-0. (lb) -Max Horiz 2=71 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 11, 13 except 8=-112 (LC 13), 10=-200 (LC 18), 14=-200 (LC 18) Max Grav All reactions 250 (lb) or less at joint(s) 10, 12, 14 except 2=546 (LC 18), 8=546 (LC 18), 11=305 (LC 20), 13=305 (LC 19) 22 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-259/127, 6-11=-259/127 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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, 13, 11 except (jt=lb) 8=111, 14=200, 10=200. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply E01 1 120-067523T Common Supported Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:25 Page: 1 ID:dzXfjU?dxw5srQUV_6K8DJz33DD-_6c3dOnp7f69cWont8aWtgjHdzmWlUjdJhtw4Mz327m 612 =3x6 =1.5x4 =1.5x4 =4x5 =1.5x4 =1.5x4 =4x5 =1.5x4 =1.5x4 =3x6 81 1413 2 12 11 10 9 7 63 54 T1 T2 T1 B1 ST2ST2 ST1 ST1 1-11-14 5-11-15 2-0-0 -2-0-0 2-0-0 12-0-0 4-0-1 10-0-0 4-0-1 4-0-1 10-0-0 3 -3 -15 0-4-3 2 -4 -3 Scale = 1:27.1 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [7:0-2-9,0-1-8] 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 0.43 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.25 Vert(CT)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 7 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 42 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 10-0-0. (lb) -Max Horiz 2=-54 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 10, 11 except 2=-109 (LC 12), 7=-120 (LC 13), 9=-182 (LC 18), 12=-182 (LC 18) Max Grav All reactions 250 (lb) or less at joint(s) 9, 10, 11, 12 except 2=636 (LC 31), 7=636 (LC 31) 23 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Provide adequate drainage to prevent water ponding. 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) 10, 11 except (jt=lb) 2=109, 7=120, 12=181, 9=181. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply F01 1 120-067523T Hip Supported Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:25 Page: 1 ID:X5PJPw4SzGID05obiIQ0K4z33Bq-_6c3dOnp7f69cWont8aWtgjIEzmWlUudJhtw4Mz327m 612 =3x6 =4x5 =1.5x4 =3x6 51 2 6 4 87 3 T1 T1 B1 W1 2-0-0 -2-0-0 2-0-0 12-0-0 5-0-0 10-0-0 5-0-0 5-0-0 5-0-0 10-0-0 5-0-0 5-0-0 3 -9 -15 0-4-3 2 -10 -3 Scale = 1:27.2 Plate Offsets (X, Y):[2:0-2-9,0-1-8], [4:0-2-9,0-1-8] 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 0.59 Vert(LL)0.04 2-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(CT)0.03 2-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.07 Horz(CT)0.00 4 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)-0.01 2-6 >999 240 BCDL 7.0 Weight: 38 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with StabilizerInstallation guide.REACTIONS (lb/size)2=660/0-5-8, (min. 0-1-8), 4=660/0-5-8, (min. 0-1-8) Max Horiz 2=-62 (LC 13) Max Uplift 2=-154 (LC 12), 4=-154 (LC 13) Max Grav 2=670 (LC 19), 4=670 (LC 20) 24 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-548/101, 3-7=-442/118, 3-8=-442/118, 4-8=-548/101 BOT CHORD 2-6=-73/390, 4-6=-73/390 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 154 lb uplift at joint 2 and 154 lb uplift at joint 4. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply F02 1 120-067523T Common Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:25 Page: 1 ID:3ANMmOGUCBJyxZ0gefim_Sz33Ba-_6c3dOnp7f69cWont8aWtgjFlzkolTPdJhtw4Mz327m 612 =2x4 =1.5x4 =1.5x4 =4x5 =1.5x4 =1.5x4 =1.5x4 =2x4 1 7 2 10 9 8 6 1211 53 4 T1 T1 B1 ST2 ST1 ST1 2-0-0 -2-0-0 2-0-0 11-0-0 4-6-0 9-0-0 4-6-0 4-6-0 9-0-0 3 -6 -15 0-4-3 2 -7 -3 Scale = 1:25.7 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 0.47 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.03 Vert(CT)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.00 6 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 38 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 9-0-0. (lb) -Max Horiz 2=58 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) except 2=-105 (LC 12), 6=-116 (LC 13), 8=-135 (LC 18), 10=-135 (LC 18) Max Grav All reactions 250 (lb) or less at joint(s) 8, 9, 10 except 2=511 (LC 18), 6=511 (LC 18) 25 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)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)* 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 104 lb uplift at joint 2, 115 lb uplift at joint 6, 134 lb uplift at joint 10 and 134 lb upliftat joint 8. 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply G01 1 120-067523T Common Supported Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:25 Page: 1 ID:LWI?EnLtZKCzHe20YeKPmxz33BT-_6c3dOnp7f69cWont8aWtgjHdzpzlTGdJhtw4Mz327m 612 =6x12 =4x12 =3x6 =12x12 =6x8 =3x8 =4x12 =6x12 HUS28 HUS28 HUS28 HUS28 1 9 8 7 6 10 5 2 4 3 T1 T1 B1 W1 W2 W3 W4 W1 1-9-12 6-3-12 1-9-12 4-6-0 2-8-4 2-8-4 2-8-4 9-0-0 1-4-8 4-0-12 2-3-0 6-3-12 2-8-4 9-0-0 2-8-4 2-8-4 0-4-3 2 -7 -3 Scale = 1:23.3 Plate Offsets (X, Y):[1:0-4-7,Edge], [5:0-4-7,Edge], [7:0-6-0,0-6-4] 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 0.47 Vert(LL)-0.09 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.85 Vert(CT)-0.12 6-7 >884 240 TCDL 7.0 Rep Stress Incr NO WB 0.54 Horz(CT)0.03 5 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.04 6-7 >999 240 BCDL 7.0 Weight: 49 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std *Except* W3:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-7 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 StabilizerInstallation guide.REACTIONS (lb/size)1=3452/0-5-8, (min. 0-3-11), 5=3869/0-5-8, (min. 0-4-2) Max Horiz 1=-38 (LC 11) Max Uplift 1=-552 (LC 10), 5=-719 (LC 11) 26 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5578/905, 2-3=-4802/848, 3-4=-3823/681, 4-5=-5288/952 BOT CHORD 1-9=-820/4946, 8-9=-820/4946, 7-8=-820/4946, 6-7=-824/4687, 6-10=-824/4687, 5-10=-824/4687 WEBS 2-8=-127/884, 2-7=-936/132, 3-7=-654/3718, 4-7=-1464/336, 4-6=-245/1231 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 552 lb uplift at joint 1 and 719 lb uplift at joint 5. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Use Simpson Strong-Tie HUS28 (22-16d Girder, 4-16d Truss, Single Ply Girder) or equivalent at 2-0-12 from the left end to connect truss(es) A09 (1 ply 2x6 DF) to front face of bottom chord. 9)Use Simpson Strong-Tie HUS28 (22-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 4-0-12 from the left end to 8-0-12 to connect truss(es) A08 (1 ply 2x4 DF or DF-N), A07 (1 ply 2x4 DF or DF-N), A06 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 3-5=-84, 1-5=-14 Concentrated Loads (lb) Vert: 7=-1441, 6=-1444, 9=-2153, 10=-1446 Job Truss Truss Type Qty Ply G02 1 120-067523T Common Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:26 Page: 1 ID:md1_?Ro5risjDJN7DvV4mkz33Au-SIARrkoRuyE0EgN_Rr5lQuGRNMyNUpJmYLdTdoz327l 612 =4x5 =4x5 =2x4 =2x4 =4x5 =4x5 Special Special HJC26 HJC26 61 9 10 2 8 7 5 3 4 T1 T2 T1B1 W1 W1 0 -3 -0 0-10-0 2-8-0 1-10-0 1-10-0 1-10-0 4-6-0 2-0-0 -2-0-0 2-0-0 6-6-0 0-6-8 2-6-4 1-11-12 1-11-12 1-11-12 4-6-0 2 -2 -15 0-4-3 0-6-3 1 -3 -3 Scale = 1:37.4 Plate Offsets (X, Y):[2:0-2-8,0-2-5], [5:0-2-8,0-2-5] 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 0.61 Vert(LL)0.01 8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.19 Vert(CT)0.01 2-8 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.05 Horz(CT)0.00 5 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.00 8 >999 240 BCDL 7.0 Weight: 24 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 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=350/0-5-8, (min. 0-1-8), 5=350/0-5-8, (min. 0-1-8) Max Horiz 2=-35 (LC 72) Max Uplift 2=-96 (LC 10), 5=-96 (LC 11) Max Grav 2=578 (LC 29), 5=578 (LC 29) 27 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/683, 3-4=-221/619, 4-5=-251/683 BOT CHORD 2-8=-577/280, 7-8=-619/293, 5-7=-577/280 WEBS 3-8=-255/83, 4-7=-255/83 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Provide adequate drainage to prevent water ponding.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 96 lb uplift at joint 2 and 96 lb uplift at joint 5. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Use USP HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent spaced at 0-9-4 oc max. starting at 1-10-6 from the left end to 2-7-10 to connect truss(es) J2 (1 ply 2x4 DF or DF-N), HH1 (1 ply 2x4 DF or DF-N), J2 (1 ply 2x4 DF or DF-N), HH1 (1 ply 2x4 DF or DF-N) to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. 13)WARNING: The following hangers are manually applied but fail due to geometric considerations: HJC26 on back face at 2-7-10 from the left end. 14)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 132 lb up at 1-10-0, and 59 lb down and 132 lb up at 2-8-0on top 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=-84, 3-4=-84, 4-6=-84, 2-5=-14 Concentrated Loads (lb) Vert: 3=19, 4=19, 8=22, 7=22 Job Truss Truss Type Qty Ply H01 1 120-067523T Hip Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:26 Page: 1 ID:ZVyrmABjvk8_pLnxciWl6nz336W-SIARrkoRuyE0EgN_Rr5lQuGPAM7iUxzmYLdTdoz327l Job Truss Truss Type Qty Ply H01 1 120-067523T Hip Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:26 Page: 2 ID:ZVyrmABjvk8_pLnxciWl6nz336W-SIARrkoRuyE0EgN_Rr5lQuGPAM7iUxzmYLdTdoz327l 4.24 12 =3x8 1 2 7 9 3 6 8 4 5 T1 O1 B1 2-6-6 2-6-6 2-9-15 -2-9-15 2-6-6 2 -2 -7 0-4-3 1 -2 -14 Scale = 1:15.6 Plate Offsets (X, Y):[3:0-3-1,0-1-8] 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 0.59 Vert(LL)0.02 3-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.63 Vert(CT)0.02 3-6 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.00 Horz(CT)n/a -n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 18 lb FT = 20% BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-6 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 StabilizerInstallation guide. REACTIONS (lb/size)3=571/0-7-6, (min. 0-1-8), 6=-86/ Mechanical, (min. 0-1-8) Max Horiz 3=104 (LC 6) Max Uplift 3=-296 (LC 6), 6=-171 (LC 16) Max Grav 3=1034 (LC 16), 6=65 (LC 6) 29 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Attached 4-10-6 scab 2 to 4, front face(s) 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E with 1 row(s) of 10d (0.131"x3") nails spaced 2" o.c.. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consultqualified building designer as per ANSI/TPI 1. 4)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 5)Unbalanced snow loads have been considered for this design. 6)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. 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 andany other members. 10)Refer to girder(s) for truss to truss connections. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 296 lb uplift at joint 3 and 171 lb uplift at joint 6. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply HH1 2 120-067523T Diagonal Hip Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:26 Page: 1 ID:vz_xS1lX8IaoN_Dzu?TLmcz33p_-SIARrkoRuyE0EgN_Rr5lQuGPVM0qUxlmYLdTdoz327l 2.8312 =5x6 =2x4 =3x4 =3x4 =3x4 =4x5 =2x4 NAILED NAILED Special NAILED NAILED NAILED SUL26 NAILED NAILED Special TJC37 NAILED NAILED SUR26 1 2 10 3 14 9 15 8 16 7 11 12 4 13 5 6 T1 O1 W5 B1 W1 W2 W3 W4 2-9-15 -2-9-15 3-4-5 8-6-8 3-7-13 12-2-5 5-2-3 5-2-3 3-4-5 8-6-8 3-7-13 12-2-5 5-2-3 5-2-3 3 -10 -1 0-3-15 3 -2 -7 Scale = 1:30.4 Plate Offsets (X, Y):[3:0-7-8,0-2-15] Loading (psf)Spacing 1-11-4 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL)-0.07 8-9 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.48 Vert(CT)-0.09 8-9 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.54 Horz(CT)0.02 7 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.03 8-9 >999 240 BCDL 7.0 Weight: 69 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std LBR SCAB 2-3 2x4 DF or DF-N No.1&Btr or 1800F 1.6E one side BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)3=1002/0-7-6, (min. 0-1-8), 7=1506/ Mechanical, (min. 0-1-8) Max Horiz 3=148 (LC 6) Max Uplift 3=-269 (LC 6), 7=-365 (LC 10) Max Grav 3=1053 (LC 17), 7=1599 (LC 17) 30 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-11=-2007/280, 11-12=-1958/291, 4-12=-1952/294, 4-13=-1631/302, 5-13=-1591/297 BOT CHORD 3-14=-327/1904, 9-14=-327/1904, 9-15=-327/1904, 8-15=-327/1904, 8-16=-336/1549, 7-16=-336/1549 WEBS 4-8=-376/291, 5-8=-45/596, 5-7=-1721/372 NOTES 1)Attached 4-4-9 scab 2 to 3, front face(s) 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E with 1 row(s) of 10d (0.131"x3") nails spaced 9" o.c.except : starting at 0-1-12 from end at joint 2, nail 1 row(s) at 7" o.c. for 2-0-0. 2)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33 3)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.004)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 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)* 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 andany other members. 8)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 365 lb uplift at joint 7 and 269 lb uplift at joint 3. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Use Simpson Strong-Tie SUL26 (6-10dx1 1/2 Girder, 6-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 11-0-2 from the left end to connect truss(es) J1A (1 ply 2x4 DF or DF-N) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 12)Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-9-8 from the left end to connect truss(es) J1D (1 ply 2x4 DF or DF-N) to back face of bottom chord, skewed45.0 deg.to the right, sloping 0.0 deg. down. 13)Use Simpson Strong-Tie SUR26 (6-10dx1 1/2 Girder, 6-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 11-0-2 from the left end to connect truss(es) J1A (1 ply 2x4 DF or DF-N) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 14)Fill all nail holes where hanger is in contact with lumber. Job Truss Truss Type Qty Ply HJ1 1 120-067523T Diagonal Hip Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:27 Page: 1 ID:jPtdHu0yjMTXdWTOkKNlCTz33od-wVkp23p4fGMtsqyA?Zc_y5obimNTDGXwn?M09Ez327k Continued on page 2 15)WARNING: The following hangers are manually applied but fail due to geometric considerations: NAILED on front face at 2-9-8 from the left end, NAILED on front face at 2-9-8from the left end, NAILED on front face at 5-6-6 from the left end, NAILED on front face at 5-6-6 from the left end, NAILED on front face at 8-3-4 from the left end, NAILED on back face at 2-9-8 from the left end, NAILED on back face at 5-6-6 from the left end, NAILED on back face at 5-6-6 from the left end, NAILED on back face at 8-3-4 from the left end. 16)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 17)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 200 lb down and 91 lb up at 8-3-4, and 200 lb down and 91 lb up at 8-3-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 18)In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-6=-81, 3-7=-14 Concentrated Loads (lb) Vert: 8=-38 (F=-19, B=-19), 5=-270 (F=-135, B=-135), 11=42 (F=21, B=21), 13=-23 (F=-12, B=-12), 15=-12 (F=-6, B=-6), 16=-834 (F=-417, B=-417) Job Truss Truss Type Qty Ply HJ1 1 120-067523T Diagonal Hip Girder Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:27 Page: 2 ID:jPtdHu0yjMTXdWTOkKNlCTz33od-wVkp23p4fGMtsqyA?Zc_y5obimNTDGXwn?M09Ez327k 412 =3x4 =1.5x4 =3x4 =3x4 =1.5x4 1 2 6 5 7 3 4 T1 W3 B1 W2W1 2-0-0 -2-0-0 4-1-2 8-8-8 4-7-6 4-7-6 4-1-2 8-8-8 4-7-6 4-7-6 3 -10 -8 0-3-15 3 -2 -12 Scale = 1:23.2 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 0.57 Vert(LL)-0.02 6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.14 Vert(CT)-0.03 2-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.26 Horz(CT)0.01 5 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P Wind(LL)0.01 6 >999 240 BCDL 7.0 Weight: 38 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 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=626/0-5-8, (min. 0-1-8), 5=382/ Mechanical, (min. 0-1-8) Max Horiz 2=153 (LC 8) Max Uplift 2=-200 (LC 8), 5=-111 (LC 12) Max Grav 2=678 (LC 19), 5=489 (LC 19) 32 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-813/115, 3-7=-691/126 BOT CHORD 2-6=-219/700, 5-6=-219/700 WEBS 3-5=-753/236 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 5 and 200 lb uplift at joint 2. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J1 3 120-067523T Jack-Closed Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:27 Page: 1 ID:?J2RezFN6W4F64JKBglVHgz33qv-wVkp23p4fGMtsqyA?Zc_y5obZmSlDKvwn?M09Ez327k 412 =3x4 =1.5x4 =3x4 =1.5x4 1 2 7 6 8 3 4 5 T1 W2 B1 W1 2-0-0 -2-0-0 3-6-4 7-9-7 4-3-4 4-3-4 7-9-7 3 -6 -13 0-3-15 2 -11 -1 Scale = 1:21.8 Loading (psf)Spacing 1-11-4 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)-0.15 2-7 >596 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.37 Vert(CT)-0.25 2-7 >350 240 TCDL 7.0 Rep Stress Incr YES WB 0.16 Horz(CT)0.01 7 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 33 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size)2=562/0-5-8, (min. 0-1-8), 7=340/ Mechanical, (min. 0-1-8) Max Horiz 2=138 (LC 8) Max Uplift 2=-186 (LC 8), 7=-98 (LC 12) Max Grav 2=607 (LC 19), 7=433 (LC 19) 33 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-594/143, 3-8=-490/153 BOT CHORD 2-7=-229/497 WEBS 3-7=-534/246 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 7 and 186 lb uplift at joint 2. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J1A 2 120-067523T Jack-Closed Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:27 Page: 1 ID:?aasCnT16kDrfh6bhkZUTGz33qe-wVkp23p4fGMtsqyA?Zc_y5obrmP9DMawn?M09Ez327k 4 12 =2x4 1 2 4 5 3 T1 B1 2-0-0 -2-0-0 5-10-3 5-10-3 5-10-3 2 -11 -1 0-3-15 2 -3 -5 Scale = 1:18.9 Loading (psf)Spacing 1-11-4 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)-0.05 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.20 Vert(CT)-0.08 2-4 >809 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 19 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=487/0-5-8, (min. 0-1-8), 3=188/ Mechanical, (min. 0-1-8),4=38/ Mechanical, (min. 0-1-8) Max Horiz 2=112 (LC 8) Max Uplift 2=-175 (LC 8), 3=-88 (LC 12) Max Grav 2=524 (LC 19), 3=246 (LC 19), 4=92 (LC 5) 34 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 andany other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 3 and 175 lb uplift at joint 2. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J1B 2 120-067523T Jack-Open Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:28 Page: 1 ID:UsFyhNIJsxv2RIusDkIgmpz33pZ-OhIBGPqiQaUkT_XMYG7DVJLmbAn2yrF30f6ahgz327j 4 12 =2x4 1 2 4 5 3 T1 B1 2-0-0 -2-0-0 3-10-15 3-10-15 3-10-15 2 -3 -5 0-3-15 1 -7 -9 Scale = 1:16 Loading (psf)Spacing 1-11-4 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)-0.01 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.08 Vert(CT)-0.01 2-4 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 14 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=415/0-5-8, (min. 0-1-8), 3=89/ Mechanical, (min. 0-1-8),4=25/ Mechanical, (min. 0-1-8) Max Horiz 2=86 (LC 8) Max Uplift 2=-169 (LC 8), 3=-82 (LC 18) Max Grav 2=495 (LC 18), 3=119 (LC 19), 4=60 (LC 5) 35 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 andany other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 3 and 169 lb uplift at joint 2. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J1C 2 120-067523T Jack-Open Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:28 Page: 1 ID:MdUSWlLqv9QUvvBdSZNcwfz33pV-OhIBGPqiQaUkT_XMYG7DVJLmbApwyrF30f6ahgz327j 4 12 =2x4 1 2 4 3 T1 B1 1-11-11 1-11-11 2-0-0 -2-0-0 1-11-11 1 -7 -9 0-3-15 0 -11 -13 Scale = 1:14.9 Loading (psf)Spacing 1-11-4 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL)0.00 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 2-4 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)0.00 3 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=354/0-5-8, (min. 0-1-8), 3=-15/ Mechanical, (min. 0-1-8),4=13/ Mechanical, (min. 0-1-8) Max Horiz 2=61 (LC 8) Max Uplift 2=-167 (LC 8), 3=-157 (LC 18) Max Grav 2=508 (LC 18), 3=22 (LC 8), 4=32 (LC 5) 36 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 andany other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 3 and 167 lb uplift at joint 2. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J1D 2 120-067523T Jack-Open Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:28 Page: 1 ID:nCAb9mNiC4o2nNwC8iwJYIz33pS-OhIBGPqiQaUkT_XMYG7DVJLn_AqqyrF30f6ahgz327j 6 12 =2x4 1 2 4 3 T1 B1 1-10-0 1-10-0 2-0-0 -2-0-0 1-10-0 2 -2 -15 0-4-3 1 -3 -3 Scale = 1:15.7 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 0.50 Vert(LL)0.00 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.02 Vert(CT)0.00 2-4 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 8 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD Structural wood sheathing directly applied or 1-10-0 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 (lb/size)2=370/0-5-8, (min. 0-1-8), 3=-31/ Mechanical, (min. 0-1-8),4=12/ Mechanical, (min. 0-1-8) Max Horiz 2=73 (LC 12) Max Uplift 2=-110 (LC 12), 3=-181 (LC 18) Max Grav 2=543 (LC 18), 3=22 (LC 8), 4=30 (LC 5) 37 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 andany other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift at joint 3 and 110 lb uplift at joint 2. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply J2 2 120-067523T Jack-Open Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:28 Page: 1 ID:yJLlSXWccTAVb3GJHVduVcz33pH-OhIBGPqiQaUkT_XMYG7DVJLnOAqqyrF30f6ahgz327j 412 =3x6 =3x4 =2x4 1 2 15 14 13 12 11 10 3 4 5 16 6 7 8 9 T2 T1 W1 B1 ST5 ST4 ST3 ST2 ST1 2-0-0 -2-0-0 13-5-8 13-5-8 0-1-12 13-5-8 13-3-12 13-3-12 5 -5 -8 0-3-15 4 -6 -4 0-3-8 Scale = 1:32.5 Plate Offsets (X, Y):[2:0-0-10,Edge], [10:Edge,0-1-12] 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 0.46 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.26 Vert(CT)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT)n/a -n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 61 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 13-5-8. (lb) -Max Horiz 2=218 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 10, 11, 12, 13, 14, 15 except2=-115 (LC 8) Max Grav All reactions 250 (lb) or less at joint(s) 10, 14, 15 except 2=479 (LC 18), 11=285 (LC 19), 12=270 (LC 19), 13=274 (LC 19) 38 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-11=-256/95 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 andany other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 11, 12, 13, 14, 15 except (jt=lb) 2=114. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply M01 1 120-067523T Monopitch Supported Gable Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:28 Page: 1 ID:_9khfS2FBY4vqGibG7IOUlz335P-OhIBGPqiQaUkT_XMYG7DVJLn0Am4yq030f6ahgz327j 412 =3x6 =1.5x4 =6x8 =3x8 =3x6 1 2 6 5 7 3 4 T2 T1 W3 B1 W1 W2 2-0-0 -2-0-0 6-5-10 13-5-8 6-11-14 6-11-14 0-1-12 13-5-8 6-3-14 13-3-12 6-11-14 6-11-14 5 -5 -8 0-3-15 4 -6 -4 0-3-8 Scale = 1:32.5 Plate Offsets (X, Y):[2:0-3-14,0-1-8], [3:0-4-0,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 0.75 Vert(LL)0.09 2-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.29 Vert(CT)-0.09 2-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.35 Horz(CT)0.02 5 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.04 2-6 >999 240 BCDL 7.0 Weight: 57 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=849/0-5-8, (min. 0-1-8), 5=624/0-1-8, (min. 0-1-8) Max Horiz 2=218 (LC 8) Max Uplift 2=-240 (LC 8), 5=-182 (LC 12) Max Grav 2=922 (LC 19), 5=820 (LC 19) 39 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-1396/201, 3-7=-1222/218, 4-5=-317/116 BOT CHORD 2-6=-355/1237, 5-6=-358/1233 WEBS 3-6=0/256, 3-5=-1283/373 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 lb uplift at joint 2 and 182 lb uplift at joint 5. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply M02 15 120-067523T Monopitch Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:28 Page: 1 ID:mJOGl3NFHLxI1A7kjDGByyz333h-OhIBGPqiQaUkT_XMYG7DVJLjUAmcymo30f6ahgz327j 412 =3x6 =2x4 =5x6 =3x8 =3x6 =3x8 1 2 7 6 3 8 4 5 T1 T2 W2 B1 W1 W2 W3 2-0-0 -2-0-0 4-6-6 9-10-8 3-7-0 13-5-8 5-4-2 5-4-2 0-1-12 13-5-8 3-3-8 13-3-12 10-0-4 10-0-4 4 -3 -3 0-3-15 3 -3 -15 3 -7 -7 0-3-8 Scale = 1:33.5 Plate Offsets (X, Y):[2:0-3-14,0-1-8] 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 0.57 Vert(LL)-0.18 2-7 >887 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.30 2-7 >516 240 TCDL 7.0 Rep Stress Incr YES WB 0.49 Horz(CT)0.02 6 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)-0.02 2-7 >999 240 BCDL 7.0 Weight: 61 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=849/0-5-8, (min. 0-1-8), 6=624/0-1-8, (min. 0-1-8) Max Horiz 2=171 (LC 8) Max Uplift 2=-254 (LC 8), 6=-164 (LC 8) Max Grav 2=1273 (LC 28), 6=653 (LC 28) 40 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1796/345, 3-8=-769/120, 4-8=-654/126, 4-5=-614/146, 5-6=-652/197 BOT CHORD 2-7=-429/1590 WEBS 3-7=-1027/295, 5-7=-198/870 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding.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)Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 254 lb uplift at joint 2 and 164 lb uplift at joint 6. 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply M03 1 120-067523T Monopitch Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:28 Page: 1 ID:IgtkgLnyVU5dUE849fMxnvz333A-OhIBGPqiQaUkT_XMYG7DVJLmJAk2ykb30f6ahgz327j 412 =3x6 =1.5x4 =1.5x4 =MT20HS 3x10 =3x4 1 2 6 5 7 3 4 T1 W1 B1 ST1 2-0-0 -2-0-0 5-10-0 5-10-0 0-1-12 5-10-0 5-8-4 5-8-4 2 -11 -0 0-3-15 1 -11 -12 0-3-8 Scale = 1:24.2 Plate Offsets (X, Y):[2:0-0-6,Edge], [5:0-3-8,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 0.53 Vert(LL)0.05 2-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.30 Vert(CT)-0.07 2-6 >999 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr YES WB 0.04 Horz(CT)0.00 5 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.02 2-6 >999 240 BCDL 7.0 Weight: 23 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=492/0-3-8, (min. 0-1-8), 5=235/0-2-0, (min. 0-1-8) Max Horiz 2=114 (LC 8) Max Uplift 2=-176 (LC 8), 5=-67 (LC 12) Max Grav 2=529 (LC 19), 5=294 (LC 19) 41 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 MT20 plates 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 andany other members. 10)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at joint 2 and 67 lb uplift at joint 5.12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply M04 1 120-067523T Monopitch Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:29 Page: 1 ID:bHKpjZ30ss7DMw_hZhoZlzz332o-stsZTlrKBtcb586Y6_eS2Wuxha6ghIuCEJr7E7z327i 4 12 =2x4 =2x4 =1.5x4 1 2 4 5 3 T1 W1 B1 2-0-0 -2-0-0 5-10-0 5-10-0 0-1-12 5-10-0 5-8-4 5-8-4 2 -11 -0 0-3-15 1 -11 -12 0-3-8 Scale = 1:22.4 Plate Offsets (X, Y):[4:Edge,0-1-12] 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 0.53 Vert(LL)-0.05 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.20 Vert(CT)-0.08 2-4 >792 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 21 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 5-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=492/0-3-8, (min. 0-1-8), 4=235/0-2-0, (min. 0-1-8) Max Horiz 2=114 (LC 8) Max Uplift 2=-176 (LC 8), 4=-67 (LC 12) Max Grav 2=529 (LC 19), 4=294 (LC 19) 42 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-255/134 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 at joint(s) 4. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at joint 2 and 67 lb uplift at joint 4. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply M05 4 120-067523T Monopitch Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:29 Page: 1 ID:ng1Pb7PaGTfEjE73CaI7utz332M-stsZTlrKBtcb586Y6_eS2Wuxha7EhIVCEJr7E7z327i 412 =3x4 =1.5x4 =3x4 =1.5x4 1 2 5 6 3 4 T1 W2 B1 W1 2-0-0 -2-0-0 3-4-10 7-3-8 3-10-14 3-10-14 0-1-12 7-3-8 7-1-12 7-1-12 3 -4 -14 0-3-15 2 -5 -10 0-3-8 Scale = 1:23.9 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 0.53 Vert(LL)-0.13 2-5 >667 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.34 Vert(CT)-0.21 2-5 >393 240 TCDL 7.0 Rep Stress Incr YES WB 0.15 Horz(CT)0.00 5 n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 31 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 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=556/0-3-8, (min. 0-1-8), 5=314/0-1-8, (min. 0-1-8) Max Horiz 2=134 (LC 8) Max Uplift 2=-185 (LC 8), 5=-91 (LC 12) Max Grav 2=601 (LC 19), 5=397 (LC 19) 43 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-599/151, 3-6=-501/160 BOT CHORD 2-5=-236/505 WEBS 3-5=-537/251 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-CExterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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)Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 2 and 91 lb uplift at joint 5. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply M06 3 120-067523T Monopitch Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:29 Page: 1 ID:4HTTdLidcrgqcwygccjlsxz332_-stsZTlrKBtcb586Y6_eS2Wuxha52hG9CEJr7E7z327i 412 =2x4 =2x4 =1.5x4 1 3 4 2 T1 W1 B1 6-3-8 0-1-12 6-3-8 6-1-12 6-1-12 2 -5 -2 0-3-15 2 -1 -10 0-0-4 0-3-8 Scale = 1:22.2 Plate Offsets (X, Y):[3:Edge,0-1-12] 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 0.70 Vert(LL)-0.07 1-3 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.24 Vert(CT)-0.12 1-3 >621 240 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT)n/a -n/a n/a BCLL 0.0*Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing beinstalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)1=294/0-3-8, (min. 0-1-8), 3=294/0-1-8, (min. 0-1-8) Max Horiz 1=85 (LC 8) Max Uplift 1=-57 (LC 8), 3=-87 (LC 8) Max Grav 1=310 (LC 19), 3=337 (LC 19) 44 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-295/174 NOTES 1)Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever 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 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; 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 andany other members. 6)Bearing at joint(s) 3 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 1 and 87 lb uplift at joint 3. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply M07 1 120-067523T Monopitch Job Reference (optional) Run: 8.33 S Jan 22 2020 Print: 8.330 S Jan 22 2020 MiTek Industries, Inc. Wed Jun 24 13:31:29 Page: 1 ID:Y05izJ7aMb4tII7P9TrynJz331R-stsZTlrKBtcb586Y6_eS2Wuv1a7dhIVCEJr7E7z327i