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HomeMy WebLinkAboutTRUSS SPECS - 23-00641 - 1366 Stone Dr - New SFR612 =4x6 =M18AHS 8x12 =4x8 =5x8 =M18AHS 8x12 =4x6 1 2 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 3 5 4140 4 T2 T1 T2 T3 B1 B1 W1 W2 W3 W2 W1 ST8 ST9 ST6 ST7 ST4 ST5ST3 ST2 ST1 ST8 ST9 ST6 ST7 ST4 ST5 ST3 ST2 ST1 HW1 HW2 1-2-0 -1-2-0 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 8-4-15 0-4-3 7-10 -3 Scale = 1:53.1 Plate Offsets (X, Y):[2:0-3-8,0-2-0], [6:0-3-8,0-2-0], [14:0-4-0,0-3-0] 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 0.83 Vert(LL)-0.02 6-7 >999 360 M18AHS 169/162 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.47 Vert(CT)-0.02 6-7 >999 240 MT20 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.41 Horz(CT)0.00 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.01 6-7 >999 240 BCDL 7.0 Weight: 191 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 OTHERS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std Right: 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 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 5-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 30-0-0. (lb) -Max Horiz 2=153 (LC 16) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 6, 7, 8, 9, 19, 20, 21 except 10=-199 (LC 13), 14=-177 (LC 12), 18=-231 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 6, 7, 8, 9, 11, 12, 13, 15, 16, 17, 19, 20, 21 except 2=364 (LC 19), 10=741 (LC 20), 14=655 (LC 1), 18=727 (LC 19) 1 1FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-18=-733/246, 4-14=-525/141, 5-10=-749/245 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)All plates are 1.5x4 MT20 unless otherwise indicated. 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, 19, 20, 21, 9, 8, 7, 6 except (jt=lb) 18=231, 14=176, 10=199. 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 A01 2 13622710Common Structural Gable Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:zn90E2VbTev1MCxaHQN2dNz33Zp-ZQ4RGZUZVX6dqXhiT9XHvs6hHRAWxyv5PgSH5Kys9Zp 612 =4x6 =1.5x4 =7x10 =5x6 =5x8 =7x10 =1.5x4 =4x6 1 2 9 8 7 6 53 1110 4 T2 T1 T2 T3 B1 B1 W1 W2 W3 W2 W1 1-2-0 -1-2-0 7-2-1 15-0-0 7-2-1 22-2-1 7-9-15 30-0-0 7-9-15 7-9-15 7-2-1 15-0-0 7-2-1 22-2-1 7-9-15 30-0-0 7-9-15 7-9-15 8-4-15 0-4-3 7-10 -3 Scale = 1:53.2 Plate Offsets (X, Y):[2:0-0-12,Edge], [6:0-0-12,Edge], [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 0.85 Vert(LL)-0.19 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 0.97 Horz(CT)0.09 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.12 6-7 >999 240 BCDL 7.0 Weight: 129 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 8-5-15 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=1581/0-5-8, (min. 0-1-11), 6=1453/ Mechanical, (min. 0-1-8) Max Horiz 2=153 (LC 16) Max Uplift 2=-313 (LC 12), 6=-275 (LC 13) 2 2FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2615/732, 3-10=-1778/564, 4-10=-1627/588, 4-11=-1627/589, 5-11=-1779/565, 5-6=-2671/754 BOT CHORD 2-9=-550/2200, 8-9=-551/2197, 7-8=-576/2268, 6-7=-575/2271 WEBS 3-9=0/275, 3-8=-995/351, 4-8=-291/943, 5-8=-1074/379, 5-7=0/280 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 313 lb uplift at joint 2 and 275 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 11 13622710Common Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:UEyVBeSfjD4D2_N2EMru8Fz33b9-ZQ4RGZUZVX6dqXhiT9XHvs6gzR7oxp85PgSH5Kys9Zp 612 312 =4x6 =1.5x4 =7x10 =5x6 =6x8 =1.5x4 =6x12 =5x6 =4x8 1 7 10 2 9 8 6 3 1211 5 4 T2 T1 T4 T3 B1 B2 B3 W3 W4 W5 W2W1 W6 1-2-0 -1-2-0 4-0-15 23-9-5 4-8-6 19-8-6 6-2-11 30-0-0 7-0-5 15-0-0 7-11-11 7-11-11 0-5-8 30-0-0 5-0-6 11-9-8 6-9-2 6-9-2 8-10-8 29-6-8 8-10-8 20-8-0 8-4-15 0-4-3 7-10 -3 2-2-10 Scale = 1:55.2 Plate Offsets (X, Y):[2:0-0-8,Edge], [6:0-3-0,0-3-4], [7:0-1-14,Edge], [8:0-5-0,0-3-8] 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 0.85 Vert(LL)-0.42 7-8 >842 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.83 Vert(CT)-0.65 8-9 >544 240 TCDL 7.0 Rep Stress Incr YES WB 0.69 Horz(CT)0.31 7 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.20 7-8 >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 Stud/Std *Except* W3,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 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-5 oc bracing. WEBS 1 Row at midpt 4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1573/0-5-8, (min. 0-1-11), 7=1445/0-5-8, (min. 0-1-8) Max Horiz 2=152 (LC 16) Max Uplift 2=-312 (LC 12), 7=-272 (LC 13) 3 3FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2616/727, 3-11=-2027/655, 4-11=-1875/679, 4-5=-4467/1335, 5-12=-4076/1145, 6-12=-4182/1130, 6-7=-4741/1338 BOT CHORD 2-10=-544/2201, 9-10=-553/2166, 8-9=-296/1657, 7-8=-1143/4229 WEBS 4-9=-115/353, 4-8=-852/3325, 5-8=-682/243, 3-9=-818/329, 6-8=-444/287 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) 7 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 312 lb uplift at joint 2 and 272 lb uplift at joint 7. 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 13622710Common Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:1lgOfQVfw8MFqynXeMNWUuz33YW-ZQ4RGZUZVX6dqXhiT9XHvs6g_R5vxuT5PgSH5Kys9Zp 612 312 =4x6 =1.5x4 =7x10 =5x6 =6x8 =1.5x4 =6x12 =5x6 =5x8 81 7 11 2 10 9 6 3 12 13 5 4 T2 T1 T4 T3 B1 B2 B3 W3 W4 W5 W2W1 W6 1-2-0 -1-2-0 1-2-0 31-2-0 4-0-15 23-9-5 4-8-6 19-8-6 6-2-11 30-0-0 7-0-5 15-0-0 7-11-11 7-11-11 0-5-8 30-0-0 5-0-6 11-9-8 6-9-2 6-9-2 8-10-8 20-8-0 8-10-8 29-6-8 8-4-15 0-4-3 7-10 -3 2-2-10 Scale = 1:56.9 Plate Offsets (X, Y):[2:0-0-8,Edge], [6:0-3-0,0-3-0], [7:0-2-7,Edge], [9:0-5-4,0-3-4] 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 0.88 Vert(LL)-0.42 7-9 >851 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.79 Vert(CT)-0.65 9-10 >544 240 TCDL 7.0 Rep Stress Incr YES WB 0.64 Horz(CT)0.31 7 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.19 7-9 >999 240 BCDL 7.0 Weight: 133 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* W3,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. BOT CHORD Rigid ceiling directly applied or 6-6-8 oc bracing. WEBS 1 Row at midpt 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1570/0-5-8, (min. 0-1-11), 7=1570/0-5-8, (min. 0-1-10) Max Horiz 2=-143 (LC 13) Max Uplift 2=-312 (LC 12), 7=-312 (LC 13) 4 4FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2619/721, 3-12=-2020/649, 4-12=-1868/673, 4-5=-4440/1274, 5-13=-4044/1079, 6-13=-4149/1064, 6-7=-4694/1261 BOT CHORD 2-11=-501/2212, 10-11=-510/2180, 9-10=-246/1649, 7-9=-1029/4180 WEBS 4-10=-129/364, 4-9=-791/3300, 5-9=-689/249, 3-10=-838/329, 6-9=-425/272 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) 7 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 312 lb uplift at joint 2 and 312 lb uplift at joint 7. 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 13622710Hip Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:HUjoYVcJovVzPLzGfl1dLnz33YN-ZQ4RGZUZVX6dqXhiT9XHvs6gXR5WxvF5PgSH5Kys9Zp 612 312 =4x6 =1.5x4 =7x10 =5x6 =6x8 =1.5x4 =6x12 =5x6 =4x12 1 7 10 2 9 8 6 3 1211 5 4 T2 T1 T3 T4 B1 B2 B3 W2 W3 W4 W5 W1 W6 1-2-0 -1-2-0 4-0-15 23-9-5 4-8-6 19-8-6 6-2-11 30-0-0 7-0-5 15-0-0 7-11-11 7-11-11 0-5-8 30-0-0 5-0-6 11-9-8 6-9-2 6-9-2 8-10-8 29-6-8 8-10-8 20-8-0 8-4-15 0-4-3 7-10 -3 2-2-10 Scale = 1:55.2 Plate Offsets (X, Y):[2:0-0-8,Edge], [6:0-3-0,0-3-4], [7:0-0-10,Edge], [8:0-4-12,0-3-8] 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 0.90 Vert(LL)-0.44 8 >809 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.86 Vert(CT)-0.67 8-9 >529 240 TCDL 7.0 Rep Stress Incr YES WB 0.70 Horz(CT)0.32 7 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.21 7-8 >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 Stud/Std *Except* W3,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. BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing. WEBS 1 Row at midpt 4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size)2=1581/0-5-8, (min. 0-1-11), 7=1453/ Mechanical, (min. 0-1-8) Max Horiz 2=152 (LC 16) Max Uplift 2=-313 (LC 12), 7=-275 (LC 13) 5 5FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2634/732, 3-11=-2044/660, 4-11=-1892/684, 4-5=-4540/1354, 5-12=-4153/1165, 6-12=-4259/1150, 6-7=-4861/1372 BOT CHORD 2-10=-546/2216, 9-10=-556/2181, 8-9=-299/1675, 7-8=-1176/4351 WEBS 3-9=-820/329, 4-9=-114/350, 4-8=-868/3390, 5-8=-676/241, 6-8=-497/305 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 313 lb uplift at joint 2 and 275 lb uplift at joint 7. 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 4 13622710Hip Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:TUaxqyBrBrtX?JwFH2M6cBz33WL-ZQ4RGZUZVX6dqXhiT9XHvs6fCR4PxuK5PgSH5Kys9Zp 412 =5x8 =5x8 =2x6 =3x4 =10x16 =M18AHS 8x12 =10x16 =2x4 =3x6 =6x8 =10x16 =5x8 =12x14 =3x6 =3x10 =7x10 Special 1 16 15 14 20 13 12 11 9 10 2 8 61841753 197 T1 T2 T3 T4 B1 B2 B3 W1 W2 W3 W4 W3 W3 W7 W6 W8 W9W5W5 2-7-8 23-1-0 2-7-12 8-5-8 3-8-12 12-2-4 4-0-12 16-3-0 4-2-8 20-5-8 3-11-1 27-0-1 5-9-12 5-9-12 7-1-15 34-2-0 2-7-8 23-1-0 2-9-8 8-7-4 3-7-0 12-2-4 3-11-1 27-0-1 5-9-12 5-9-12 7-1-15 34-2-0 8-3-4 20-5-8 4-1-5 0-5-00-9-4 0-9-4 0-2-10 0-11 -14 2-2-15 3-2-13 0-10 -8 4-1-5 Scale = 1:58.9 Plate Offsets (X, Y):[1:0-7-4,Edge], [1:0-7-4,0-1-0], [3:0-4-0,0-4-0], [13:0-8-0,0-2-0], [14:0-6-12,0-7-12], [15:0-8-0,0-7-8] 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)-0.51 13-14 >791 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.72 Vert(CT)-0.77 13-14 >523 240 M18AHS 169/162 TCDL 7.0 Rep Stress Incr NO WB 0.76 Horz(CT)0.09 10 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.24 13-14 >999 240 BCDL 9.0 Weight: 980 lb FT = 20% LUMBER TOP CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS *Except* T1:2x4 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 *Except* B3:1-1/2" x 11-7/8" VERSA-LAM® 2.0 2800 DF WEBS 2x4 DF Stud/Std *Except* W4,W7:2x4 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 5-6-2 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=8413/0-5-8, (min. 0-2-4), 10=6522/0-5-8, (min. 0-1-14) Max Horiz 1=64 (LC 10) Max Uplift 1=-1135 (LC 6) Max Grav 1=8413 (LC 1), 10=8430 (LC 4) 6 6FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-23349/3082, 2-3=-26400/3456, 3-4=-34449/4194, 4-17=-34448/4193, 5-17=-34448/4193, 5-18=-29616/1076, 6-18=-29616/1076, 6-7=-21247/348, 7-19=-21252/350, 8-19=-21326/340, 8-9=-23045/0 BOT CHORD 1-16=-2931/22119, 15-16=-2931/22119, 14-15=-3263/25233, 14-20=-2758/32202, 13-20=-2756/32211, 12-13=-1022/29640, 11-12=0/21522, 9-11=0/21522 WEBS 2-16=-2818/432, 2-15=-407/3663, 3-15=-342/1425, 3-14=-1071/11388, 4-14=-360/182, 6-13=-521/3034, 7-12=-152/12782, 6-12=-13123/1063, 8-12=-1985/109, 8-11=0/2239, 5-13=-5636/2053, 5-14=-1656/4157 NOTES 1)Special connection required to distribute bottom chord loads equally between all plies. 2)4-ply truss to be connected together as follows: Top chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-6-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected with MITRSLK-G006 as follows: 2x10 - 4 rows staggered at 0-4-0 oc, 2x12 - 3 rows staggered at 0-9-0 oc. Web chords connected with 10d (0.131"x3") nails as follows: 2x4 - 1 row at 0-9-0 oc. Attach TC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 3)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4)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 5)TCLL: ASCE 7-10; Pf=35.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.00 6)Unbalanced snow loads have been considered for this design. 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 1135 lb uplift at joint 1. 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 43622710Roof Special Girder Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:t8Ugp5f3d2plAsZ5yPmdUEz33lE-5EW33DTxkD_mCN6VwS02MfaYk1nPCQ7xA0jjYuys9Zq Continued on page 2 13)Load case(s) 1, 2 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 9561 lb down and 1985 lb up at 12-2-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-84, 3-6=-84, 6-7=-84, 7-9=-84, 1-20=-18, 9-20=-124 (F=-106), 9-10=-208 (F=-106) Concentrated Loads (lb) Vert: 14=-9561 (B) 2)Dead + 0.75 Snow (balanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-67, 3-6=-66, 6-7=-66, 7-9=-67, 1-20=-18, 9-20=-335 (F=-317), 9-10=-401 (F=-317) Concentrated Loads (lb) Vert: 14=-7816 (B) Job Truss Truss Type Qty Ply B01 1 43622710Roof Special Girder Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 2 ID:t8Ugp5f3d2plAsZ5yPmdUEz33lE-5EW33DTxkD_mCN6VwS02MfaYk1nPCQ7xA0jjYuys9Zq 412 =6x12 =1.5x4 =7x8 =5x8 =4x8 =4x12 =M18AHS 8x12 =2x4 =M18AHS 8x12 =7x10 =5x6 =6x8 =3x4 =2x6 =4x8 HJC26 LUS24 LUS24 HGUS28 1 17 2 16 23 15 14 13 12 11 1022 3 5 19 618 20 974 21 8 T1 T2 T3 T4 B1 B3B2 W2 W4 W5 W6 W5 W2W3W3W4W3W4 W1 1-2-0 -1-2-0 2-10-1 7-9-12 3-3-4 23-1-0 3-5-1 26-6-1 3-10-4 11-8-0 4-0-0 15-8-0 4-1-12 19-9-12 4-11-11 4-11-11 7-7-15 34-2-0 3-5-0 23-1-0 3-5-1 26-6-1 4-0-0 19-8-0 4-0-0 15-8-0 4-0-0 11-8-0 7-7-15 34-2-0 7-8-0 7-8-0 4-4-11 0-5-0 3-0-4 3-0-4 1-1-1 4-1-5 Scale = 1:60.8 Plate Offsets (X, Y):[2:0-6-0,Edge], [4:0-4-0,0-2-6], [7:0-6-12,0-3-4], [13:0-6-0,0-6-0], [14:0-6-0,0-6-0], [16:0-4-0,0-4-4] 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 0.78 Vert(LL)-0.66 14-15 >617 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.86 Vert(CT)-0.89 14-15 >457 240 M18AHS 169/162 TCDL 7.0 Rep Stress Incr NO WB 0.92 Horz(CT)0.14 10 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.34 14-15 >999 240 BCDL 7.0 Weight: 409 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* W6:2x4 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 2-10-4 oc purlins, except 2-0-0 oc purlins (4-1-6 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=5192/0-5-8, (min. 0-2-13), 10=3114/0-5-8, (min. 0-1-11) Max Horiz 2=77 (LC 53) Max Uplift 2=-1284 (LC 6), 10=-644 (LC 6) Max Grav 2=5244 (LC 32), 10=3123 (LC 18) 8 8FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-14521/3497, 3-4=-14775/3484, 4-18=-13845/3282, 5-18=-13846/3282, 5-19=-16698/3822, 6-19=-16698/3822, 6-20=-16700/3822, 7-20=-16698/3823, 7-8=-8219/1878, 8-21=-8141/1883, 9-21=-8220/1875, 9-22=-8437/1846, 10-22=-8542/1828 BOT CHORD 2-16=-3313/13674, 16-23=-4235/18501, 15-23=-4235/18501, 14-15=-4235/18501, 13-14=-3063/13503, 12-13=-3067/13509, 11-12=-1703/7992, 10-11=-1703/7992 WEBS 4-16=-952/4158, 7-12=-7540/1733, 8-12=-1128/4995, 9-12=-736/243, 5-16=-5485/1186, 7-14=-843/3741, 5-15=-796/3517, 5-14=-2464/566, 6-14=-737/170, 3-16=-97/473 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, 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 to distribute 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 644 lb uplift at joint 10 and 1284 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. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Job Truss Truss Type Qty Ply B02 1 23622710Roof Special Girder Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:?aasCnT16kDrfh6bhkZUTGz33qe-ZQ4RGZUZVX6dqXhiT9XHvs6h5R4Qxqs5PgSH5Kys9Zp Continued on page 2 14)Use MiTek HJC26 (With 16-16d nails into Girder & 10d nails into Truss) or equivalent at 7-10-2 from the left end to connect truss(es) J1 (1 ply 2x4 DF or DF-N), HJ1 (1 ply 2x4 DF or DF-N) 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 connect truss(es) J1 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 16)Use Simpson Strong-Tie HGUS28 (36-10d Girder, 6-10d Truss) or equivalent at 11-11-4 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: 1-4=-81, 4-7=-81, 7-8=-81, 8-10=-81, 2-10=-14 Concentrated Loads (lb) Vert: 16=-1246, 15=-3321, 23=-421 Job Truss Truss Type Qty Ply B02 1 23622710Roof Special Girder Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 2 ID:?aasCnT16kDrfh6bhkZUTGz33qe-ZQ4RGZUZVX6dqXhiT9XHvs6h5R4Qxqs5PgSH5Kys9Zp 612 =3x6 =3x4 =4x5 =5x8 =3x4 =4x6 6 1 12 11 10 9 8 7 5 19 20 42 3 T1 T2 B1B1 W1 W2 W3 W2 W1 ST1 ST1 ST2 ST3 ST4 1-2-0 24-2-0 4-0-0 11-6-0 4-0-0 15-6-0 7-6-0 7-6-0 7-6-0 23-0-0 0-2-4 11-8-4 3-9-12 15-6-0 4-0-0 11-6-0 7-6-0 23-0-0 7-6-0 7-6-0 6-7-15 0-4-3 6-1-3 Scale = 1:42.7 Plate Offsets (X, Y):[1:0-2-9,0-1-8], [5:0-3-0,0-2-4], [11:0-4-0,0-3-0] 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 0.55 Vert(LL)-0.10 1-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.41 Vert(CT)-0.16 1-12 >859 240 TCDL 7.0 Rep Stress Incr YES WB 0.45 Horz(CT)0.01 11 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.07 1-12 >999 240 BCDL 7.0 Weight: 114 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. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 1-12,11-12. 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=0-4-8 (lb) -Max Horiz 1=-122 (LC 17) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 7, 8 except 5=-105 (LC 13), 9=-128 (LC 13), 11=-255 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 7, 8, 10 except 1=474 (LC 19), 5=355 (LC 20), 9=484 (LC 20), 11=1165 (LC 19) 10 10FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-527/108, 2-19=-266/123, 2-3=-15/326, 3-4=-6/297 BOT CHORD 1-12=-55/353, 11-12=-55/353 WEBS 2-11=-831/290, 3-11=-442/46, 4-11=-284/189, 4-9=-437/136 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 studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 7 except (jt=lb) 5=104, 11=254, 9=128. 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 C01 1 13622710Hip Structural Gable Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:nybiAIiNxf7P?lub9z?kH9z33Me-ZQ4RGZUZVX6dqXhiT9XHvs6lkRBVxxB5PgSH5Kys9Zp 612 =6x16 =4x12 =4x6 =10x16 =4x8 =6x8 =12x14 =4x8 =8x12 =4x6 =4x12 =6x16 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 1 15 16 12 17 11 18 10 19 20 9 21 22 8 23 24 7 2 6 1413 3 5 4 T1 T1 B1 B2 W1 W2 W3 W4 W5 W4 W3 W2 W1 3-5-5 8-0-11 3-5-5 18-4-11 3-5-5 11-6-0 3-5-5 14-11-5 4-7-5 4-7-5 4-7-5 23-0-0 3-5-5 14-11-5 3-5-5 18-4-11 3-5-5 8-0-11 3-5-5 11-6-0 4-7-5 4-7-5 4-7-5 23-0-0 0-4-3 6-1-3 Scale = 1:39.4 Plate Offsets (X, Y):[1:0-4-9,Edge], [7:0-4-9,Edge], [9:0-3-8,0-5-4], [11:0-8-0,0-7-0] 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 0.93 Vert(LL)-0.30 10-11 >891 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.90 Vert(CT)-0.42 10-11 >641 240 TCDL 7.0 Rep Stress Incr NO WB 0.90 Horz(CT)0.10 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: 288 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* 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 2-1-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)1=8611/0-4-8, (req. 0-4-9), 7=9430/0-5-8, (min. 0-5-0) Max Horiz 1=99 (LC 25) Max Uplift 1=-1685 (LC 10), 7=-1844 (LC 11) 11 11FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-16476/3206, 2-13=-13586/2655, 3-13=-13517/2662, 3-4=-10594/2105, 4-5=-10594/2105, 5-14=-13501/2658, 6-14=-13570/2652, 6-7=-16486/3209 BOT CHORD 1-15=-2920/14710, 15-16=-2920/14710, 12-16=-2920/14710, 12-17=-2920/14710, 11-17=-2920/14710, 11-18=-2350/12108, 10-18=-2350/12108, 10-19=-2266/12092, 19-20=-2266/12092, 9-20=-2266/12092, 9-21=-2819/14694, 21-22=-2819/14694, 8-22=-2819/14694, 8-23=-2819/14694, 23-24=-2819/14694, 7-24=-2819/14694 WEBS 2-12=-468/2555, 2-11=-3083/676, 3-11=-803/4096, 3-10=-4146/877, 4-10=-1783/9088, 5-10=-4124/873, 5-9=-798/4073, 6-9=-3083/677, 6-8=-482/2616 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: 2x8 - 4 rows staggered at 0-5-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; 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 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)WARNING: Required bearing size at joint(s) 1 greater than input bearing size. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1685 lb uplift at joint 1 and 1844 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 HUS26 (14-10d 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) 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 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Job Truss Truss Type Qty Ply C02 1 23622710Hip Girder Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:kcFu9owITUWjngrFmSrBZ9z33ML-ZQ4RGZUZVX6dqXhiT9XHvs6fgR3qxq65PgSH5Kys9Zp Continued on page 2 Uniform Loads (lb/ft) Vert: 1-4=-84, 4-7=-84, 1-7=-14 Concentrated Loads (lb) Vert: 11=-1439 (B), 15=-1439 (B), 16=-1439 (B), 17=-1439 (B), 18=-1439 (B), 19=-1439 (B), 20=-1439 (B), 21=-1439 (B), 22=-1439 (B), 23=-1439 (B), 24=-1441 (B) Job Truss Truss Type Qty Ply C02 1 23622710Hip Girder Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 2 ID:kcFu9owITUWjngrFmSrBZ9z33ML-ZQ4RGZUZVX6dqXhiT9XHvs6fgR3qxq65PgSH5Kys9Zp 412 =3x4 =4x5 =5x6 =3x4 1 13 2 22 21 20 19 18 17 16 15 14 12 113 4 10 5 9 6 8 7 T1 T1 B1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 1-2-0 -1-2-0 1-2-0 23-4-0 11-1-0 11-1-0 11-1-0 22-2-0 22-2-0 4-4-11 0-5-0 4-1-5 Scale = 1:43.1 Plate Offsets (X, Y):[18:0-3-0,0-3-0] 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 0.15 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.08 Vert(CT)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 12 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH 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 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 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 22-2-0. (lb) -Max Horiz 2=72 (LC 16) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 12, 14, 15, 16, 17, 19, 20, 21, 22 Max Grav All reactions 250 (lb) or less at joint(s) 15, 18, 21 except 2=271 (LC 18), 12=271 (LC 18), 14=272 (LC 1), 16=268 (LC 20), 17=277 (LC 20), 19=277 (LC 19), 20=268 (LC 19), 22=272 (LC 1) 13 13FORCES (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 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, 12, 19, 20, 21, 22, 17, 16, 15, 14. 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 D01 1 13622710Hip Supported Gable Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:BdYJ9oFl3pNDvCViIfJuMtz33w4-ZQ4RGZUZVX6dqXhiT9XHvs6rwRGdx2J5PgSH5Kys9Zp 412 =3x6 =1.5x4 =5x6 =4x5 =3x4 =1.5x4 =3x6 1 2 8 7 6 10935 4 T1 T2 B1 B2 W2 W1 W2 W1 1-2-0 -1-2-0 5-1-10 11-1-0 5-1-10 16-2-10 5-11-6 22-2-0 5-11-6 5-11-6 5-10-0 14-0-0 8-2-0 8-2-0 8-2-0 22-2-0 4-4-11 0-5-0 4-1-5 Scale = 1:41.1 Plate Offsets (X, Y):[2:0-2-13,0-1-8], [6:0-2-13,0-1-8], [8:0-3-0,0-3-0] 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 0.42 Vert(LL)-0.14 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.48 Vert(CT)-0.24 6-7 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.29 Horz(CT)0.06 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.07 6-7 >999 240 BCDL 7.0 Weight: 84 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 3-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-4-14 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=1189/0-5-8, (min. 0-1-8), 6=1060/0-5-8, (min. 0-1-8) Max Horiz 2=77 (LC 12) Max Uplift 2=-290 (LC 8), 6=-220 (LC 9) 14 14FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-2414/701, 3-9=-2252/702, 3-4=-2020/600, 4-5=-2037/614, 5-10=-2301/720, 6-10=-2437/712 BOT CHORD 2-8=-604/2196, 7-8=-355/1529, 6-7=-624/2238 WEBS 4-7=-140/664, 5-7=-633/244, 4-8=-120/619, 3-8=-592/234 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 220 lb uplift at joint 6 and 290 lb uplift at joint 2. 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 D02 1 13622710Hip Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:vZ94GDN0iteo6lGdtlVEm_z33vw-ZQ4RGZUZVX6dqXhiT9XHvs6njRANx_j5PgSH5Kys9Zp 412 =3x6 =1.5x4 =5x6 =4x5 =3x4 =1.5x4 =3x6 1 2 8 7 6 10935 4 T1 T2 B1 B2 W2 W1 W2 W1 1-2-0 -1-2-0 5-1-10 11-1-0 5-1-10 16-2-10 5-11-6 22-2-0 5-11-6 5-11-6 5-10-0 14-0-0 8-2-0 8-2-0 8-2-0 22-2-0 4-4-11 0-5-0 4-1-5 Scale = 1:41.1 Plate Offsets (X, Y):[2:0-2-13,0-1-8], [6:0-2-13,0-1-8], [8:0-3-0,0-3-0] 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 0.43 Vert(LL)-0.15 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.50 Vert(CT)-0.25 6-7 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.31 Horz(CT)0.06 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.08 6-7 >999 240 BCDL 7.0 Weight: 84 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 3-8-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-3-2 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=1197/0-5-8, (min. 0-1-8), 6=1068/ Mechanical, (min. 0-1-8) Max Horiz 2=77 (LC 16) Max Uplift 2=-291 (LC 8), 6=-223 (LC 9) 15 15FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-2437/707, 3-9=-2275/709, 3-4=-2044/607, 4-5=-2083/626, 5-10=-2365/739, 6-10=-2502/731 BOT CHORD 2-8=-610/2218, 7-8=-362/1552, 6-7=-644/2305 WEBS 4-7=-148/695, 5-7=-665/255, 4-8=-120/620, 3-8=-595/233 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 223 lb uplift at joint 6 and 291 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 D03 2 13622710Hip Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:8Zkwj5hKatv6DlFdPCzKqTz33vW-ZQ4RGZUZVX6dqXhiT9XHvs6nYRA2x_O5PgSH5Kys9Zp 412 =3x6 =1.5x4 =5x6 =4x5 =3x4 =1.5x4 =3x6 1 7 6 5 8 924 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 5-10-0 14-0-0 8-2-0 8-2-0 8-2-0 22-2-0 0-5-0 4-1-5 Scale = 1:38.3 Plate Offsets (X, Y):[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 0.42 Vert(LL)-0.15 5-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.51 Vert(CT)-0.26 5-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.30 Horz(CT)0.06 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 3-8-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-9 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=1072/0-5-8, (min. 0-1-8), 5=1072/ Mechanical, (min. 0-1-8) Max Horiz 1=-67 (LC 13) Max Uplift 1=-222 (LC 8), 5=-223 (LC 9) 16 16FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-2472/735, 2-8=-2310/736, 2-3=-2072/629, 3-4=-2094/635, 4-9=-2350/748, 5-9=-2513/747 BOT CHORD 1-7=-639/2254, 6-7=-371/1564, 5-6=-652/2300 WEBS 3-6=-146/672, 4-6=-639/256, 3-7=-137/642, 2-7=-609/244 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 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 223 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 2 13622710Common Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:Jgu41spE_FIY2RbkY0fvmnz33vL-ZQ4RGZUZVX6dqXhiT9XHvs6njRAvx_Y5PgSH5Kys9Zp 4 12 =5x6 =4x12 =4x8 =5x6 =1.5x4 HUS26 HUS26 HUS26 HUS26 1 7 8 5 9 4 6 2 3 T1 W3 B1 W1 W2 3-2-2 7-9-12 4-7-10 4-7-10 3-2-2 7-9-12 4-7-10 4-7-10 3-0-4 0-5-0 3-0-4 Scale = 1:28.2 Plate Offsets (X, Y):[1:0-5-7,0-0-7] 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 0.42 Vert(LL)-0.07 1-5 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.66 Vert(CT)-0.09 1-5 >949 240 TCDL 7.0 Rep Stress Incr NO WB 0.94 Horz(CT)0.01 4 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P Wind(LL)0.04 1-5 >999 240 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 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-8 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=2110/0-5-8, (min. 0-2-4), 4=2848/ Mechanical, (min. 0-1-8) Max Horiz 1=103 (LC 6) Max Uplift 1=-455 (LC 6), 4=-646 (LC 6) Max Grav 1=2135 (LC 16), 4=2913 (LC 16) 17 17FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-3196/638, 2-6=-3117/645 BOT CHORD 1-7=-681/2985, 7-8=-681/2985, 5-8=-681/2985, 5-9=-681/2985, 4-9=-681/2985 WEBS 2-5=-413/2117, 2-4=-3333/760 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 455 lb uplift at joint 1 and 646 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 HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-6-12 from the left end to 7-6-12 to connect truss(es) D03 (1 ply 2x4 DF or DF-N), D04 (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, 1-4=-14 Concentrated Loads (lb) Vert: 4=-1064, 7=-1054, 8=-1054, 9=-1058 Job Truss Truss Type Qty Ply DG 1 13622710Jack-Closed Girder Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:gSHFn0VMoSLbm2tVqng11bz33uT-5EW33DTxkD_mCN6VwS02Mfacz1oJCNJxA0jjYuys9Zq 612 =3x4 =4x5 =3x4 91 2 14 13 12 11 10 8 3 7 15 16 4 6 5 T1 T1 B1 ST3 ST2 ST1 ST2 ST1 1-2-0 13-2-0 1-2-0 -1-2-0 6-0-0 6-0-0 6-0-0 12-0-0 12-0-0 3-10 -15 0-4-3 3-4-3 Scale = 1:27.7 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 0.16 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 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: 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 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 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 12-0-0. (lb) -Max Horiz 2=-64 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 10, 11, 13, 14 Max Grav All reactions 250 (lb) or less at joint(s) 10, 12, 14 except 2=286 (LC 18), 8=286 (LC 18), 11=272 (LC 20), 13=272 (LC 19) 18 18FORCES (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 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 14, 11, 10. 12)This truss is designed in accordance with the 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 13622710Common Supported Gable Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:dzXfjU?dxw5srQUV_6K8DJz33DD-ZQ4RGZUZVX6dqXhiT9XHvs6rnRGSx2S5PgSH5Kys9Zp 6 12 =2x6 =1.5x4 =1.5x4 =4x5 =1.5x4 =1.5x4 =1.5x4 =2x6 71 2 10 9 8 6 1211 53 4 T1 T1 B1 ST2 ST1 ST1 1-2-0 -1-2-0 1-2-0 11-2-0 5-0-0 5-0-0 5-0-0 10-0-0 10-0-0 3-4-15 0-4-3 2-10 -3 Scale = 1:25.9 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 0.16 Vert(LL)n/a -n/a 999 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.09 Vert(CT)n/a -n/a 999 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT)0.00 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 39 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 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 10-0-0. (lb) -Max Horiz 2=-55 (LC 17) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 6, 8, 10 Max Grav All reactions 250 (lb) or less at joint(s) 9 except 2=277 (LC 18), 6=277 (LC 18), 8=318 (LC 20), 10=318 (LC 19) 19 19FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-274/147, 5-8=-274/147 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 100 lb uplift at joint(s) 2, 6, 10, 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 F01 1 13622710Hip Supported Gable Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:X5PJPw4SzGID05obiIQ0K4z33Bq-ZQ4RGZUZVX6dqXhiT9XHvs6rnRGSx2J5PgSH5Kys9Zp 612 =3x4 =4x5 =1.5x4 =3x4 1 5 2 6 4 87 3 T1 T1 B1 W1 1-2-0 11-2-0 1-2-0 -1-2-0 5-0-0 10-0-0 5-0-0 5-0-0 5-0-0 10-0-0 5-0-0 5-0-0 3-4-15 0-4-3 2-10 -3 Scale = 1:24.7 Plate Offsets (X, Y):[2:0-2-10,0-1-8], [4:0-2-10,0-1-8] 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 0.28 Vert(LL)-0.02 2-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.17 Vert(CT)-0.03 2-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.08 Horz(CT)0.01 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: 36 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 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=590/0-5-8, (min. 0-1-8), 4=590/0-5-8, (min. 0-1-8) Max Horiz 2=55 (LC 12) Max Uplift 2=-129 (LC 12), 4=-129 (LC 13) 20 20FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-622/176, 3-7=-523/187, 3-8=-523/187, 4-8=-622/176 BOT CHORD 2-6=-44/462, 4-6=-44/462 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 129 lb uplift at joint 2 and 129 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 13622710Common Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:3ANMmOGUCBJyxZ0gefim_Sz33Ba-ZQ4RGZUZVX6dqXhiT9XHvs6puRFCx1?5PgSH5Kys9Zp 6 12 =2x4 =1.5x4 =1.5x4 =4x5 =1.5x4 =1.5x4 =1.5x4 =2x4 71 2 10 9 8 6 1211 53 4 T1 T1 B1 ST2 ST1 ST1 1-2-0 -1-2-0 1-2-0 10-2-0 4-6-0 9-0-0 4-6-0 4-6-0 9-0-0 3-1-15 0-4-3 2-7-3 Scale = 1:25.1 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 0.16 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 0.05 Horz(CT)0.00 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH BCDL 7.0 Weight: 35 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=-51 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 6, 8, 10 Max Grav All reactions 250 (lb) or less at joint(s) 9 except 2=278 (LC 18), 6=278 (LC 18), 8=272 (LC 20), 10=272 (LC 19) 21 21FORCES (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 100 lb uplift at joint(s) 2, 6, 10, 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 13622710Common Supported Gable Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:LWI?EnLtZKCzHe20YeKPmxz33BT-ZQ4RGZUZVX6dqXhiT9XHvs6rnRHPx2S5PgSH5Kys9Zp 6 12 =4x12 =3x10 =3x4 =10x16 =5x6 =4x6 =4x12 =5x10 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):[1:0-3-5,0-2-1], [5:0-4-5,0-2-9], [7:0-8-0,0-6-4] 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 0.40 Vert(LL)-0.08 6-7 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.68 Vert(CT)-0.11 6-7 >965 240 TCDL 7.0 Rep Stress Incr NO WB 0.56 Horz(CT)0.02 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 2-9-0 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)1=2888/0-5-8, (min. 0-3-1), 5=3706/0-5-8, (min. 0-3-15) Max Horiz 1=38 (LC 14) Max Uplift 1=-565 (LC 10), 5=-724 (LC 11) 22 22FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4789/923, 2-3=-4357/859, 3-4=-3469/689, 4-5=-4979/960 BOT CHORD 1-9=-836/4244, 8-9=-836/4244, 7-8=-836/4244, 6-7=-831/4412, 6-10=-831/4412, 5-10=-831/4412 WEBS 2-8=-81/432, 2-7=-523/141, 3-7=-663/3362, 4-7=-1512/336, 4-6=-232/1269 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 565 lb uplift at joint 1 and 724 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 (22-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 8-0-12 to connect truss(es) A06 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)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, 3-5=-84, 1-5=-14 Concentrated Loads (lb) Vert: 7=-1439 (F), 6=-1439 (F), 9=-1439 (F), 10=-1441 (F) Job Truss Truss Type Qty Ply G02 1 13622710Common Girder Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:md1_?Ro5risjDJN7DvV4mkz33Au-ZQ4RGZUZVX6dqXhiT9XHvs6n0R7IxwU5PgSH5Kys9Zp 2.8312 =3x6 =1.5x4 =3x4 =3x6 =2x6 Special Special Special NAILED NAILED NAILED Special Special Special NAILED NAILED NAILED 1 2 13 14 8 15 7 6 9 10 11 3 12 4 5 T1 W3 B1 W1 W2 1-7-13 -1-7-13 4-2-2 10-11-13 6-9-11 6-9-11 0-2-8 10-11-13 3-11-10 10-9-5 6-9-11 6-9-11 3-3-5 0-5-0 3-0-1 Scale = 1:33.1 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 0.53 Vert(LL)-0.07 2-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.36 Vert(CT)-0.11 2-8 >999 240 TCDL 7.0 Rep Stress Incr NO WB 0.50 Horz(CT)0.02 7 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.04 2-8 >999 240 BCDL 7.0 Weight: 43 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 5-1-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size)2=798/0-7-6, (min. 0-1-8), 7=801/ Mechanical, (min. 0-1-8) Max Horiz 2=121 (LC 6) Max Uplift 2=-239 (LC 6), 7=-212 (LC 10) Max Grav 2=813 (LC 17), 7=844 (LC 17) 23 23FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1442/286, 9-10=-1374/288, 10-11=-1373/288, 3-11=-1301/286 BOT CHORD 2-13=-350/1327, 13-14=-350/1327, 8-14=-350/1327, 8-15=-350/1327, 7-15=-350/1327 WEBS 3-8=0/295, 3-7=-1397/370 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 20.0 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 212 lb uplift at joint 7 and 239 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)"NAILED" indicates Girder: 3-10d (0.148" x 3") toe-nails per NDS guidelines. 11)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 15 lb down at 2-9-8, 15 lb down at 2-9-8, 102 lb down and 40 lb up at 5-6-6, 102 lb down and 40 lb up at 5-6-6, and 215 lb down and 77 lb up at 8-3-4, and 215 lb down and 77 lb up at 8-3-4 on 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: 1-4=-81, 4-5=-81, 2-6=-14 Concentrated Loads (lb) Vert: 11=-74, 12=-300, 14=-12, 15=-38 Job Truss Truss Type Qty Ply HJ1 1 13622710Diagonal Hip Girder Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:jPtdHu0yjMTXdWTOkKNlCTz33od-ZQ4RGZUZVX6dqXhiT9XHvs6l?RCExxQ5PgSH5Kys9Zp 4 12 =2x4 =1.5x4 =3x4 =1.5x4 1 2 5 6 3 4 T1 W2 B1 W1 1-2-0 -1-2-0 2-8-13 7-9-12 5-0-15 5-0-15 7-9-12 3-3-10 0-5-0 3-0-4 Scale = 1:25.2 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 0.22 Vert(LL)-0.16 2-5 >554 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.39 Vert(CT)-0.27 2-5 >327 240 TCDL 7.0 Rep Stress Incr YES WB 0.14 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 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=497/0-5-8, (min. 0-1-8), 5=353/ Mechanical, (min. 0-1-8) Max Horiz 2=125 (LC 8) Max Uplift 2=-143 (LC 8), 5=-105 (LC 12) Max Grav 2=536 (LC 19), 5=435 (LC 19) 24 24FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-556/148, 3-6=-478/155 BOT CHORD 2-5=-241/458 WEBS 3-5=-543/286 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 105 lb uplift at joint 5 and 143 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 13622710Jack-Closed Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:?J2RezFN6W4F64JKBglVHgz33qv-5EW33DTxkD_mCN6VwS02Mfaf51sYCZoxA0jjYuys9Zq 4 12 =2x4 1 2 4 5 3 T1 B1 1-2-0 -1-2-0 5-10-3 5-10-3 5-10-3 2-7-12 0-5-0 2-4-6 Scale = 1:21.7 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 >813 240 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: 18 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=396/0-5-8, (min. 0-1-8), 3=211/ Mechanical, (min. 0-1-8), 4=38/ Mechanical, (min. 0-1-8) Max Horiz 2=96 (LC 8) Max Uplift 2=-123 (LC 8), 3=-97 (LC 12) Max Grav 2=423 (LC 19), 3=261 (LC 19), 4=92 (LC 5) 25 25FORCES (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 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 97 lb uplift at joint 3 and 123 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 13622710Jack-Open Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:UsFyhNIJsxv2RIusDkIgmpz33pZ-ZQ4RGZUZVX6dqXhiT9XHvs6lgREkx2E5PgSH5Kys9Zp 4 12 =2x4 1 2 4 5 3 T1 B1 1-2-0 -1-2-0 3-10-15 3-10-15 3-10-15 2-0-0 0-5-0 1-8-10 Scale = 1:20.6 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 0.21 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)n/a -n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-P BCDL 7.0 Weight: 13 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=313/0-5-8, (min. 0-1-8), 3=124/ Mechanical, (min. 0-1-8), 4=25/ Mechanical, (min. 0-1-8) Max Horiz 2=70 (LC 8) Max Uplift 2=-109 (LC 8), 3=-60 (LC 12) Max Grav 2=328 (LC 19), 3=148 (LC 19), 4=60 (LC 5) 26 26FORCES (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 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 60 lb uplift at joint 3 and 109 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 13622710Jack-Open Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:MdUSWlLqv9QUvvBdSZNcwfz33pV-ZQ4RGZUZVX6dqXhiT9XHvs6q?RGdx2E5PgSH5Kys9Zp 4 12 =2x4 1 2 4 5 3 T1 B1 1-2-0 -1-2-0 1-11-11 1-11-11 1-11-11 1-4-4 0-5-0 1-0-14 Scale = 1:19.5 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 0.15 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: 7 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=227/0-5-8, (min. 0-1-8), 3=44/ Mechanical, (min. 0-1-8), 4=13/ Mechanical, (min. 0-1-8) Max Horiz 2=46 (LC 8) Max Uplift 2=-92 (LC 8), 3=-49 (LC 18) Max Grav 2=275 (LC 18), 3=51 (LC 19), 4=32 (LC 5) 27 27FORCES (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 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 49 lb uplift at joint 3 and 92 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 13622710Jack-Open Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:nCAb9mNiC4o2nNwC8iwJYIz33pS-ZQ4RGZUZVX6dqXhiT9XHvs6rwRHZx2E5PgSH5Kys9Zp 6 12 =2x4 =2x4 =1.5x4 1 2 4 5 3 T1 W1 B1 1-2-0 -1-2-0 1-11-8 1-11-8 0-1-12 1-11-8 1-9-12 1-9-12 1-10 -11 0-4-3 1-3-15 Scale = 1:22.6 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 0.17 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 WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 1-11-8 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=233/0-5-8, (min. 0-1-8), 4=48/0-1-8, (min. 0-1-8) Max Horiz 2=59 (LC 12) Max Uplift 2=-60 (LC 12), 4=-46 (LC 18) Max Grav 2=293 (LC 18), 4=54 (LC 19) 28 28FORCES (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 and any other members. 7)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. 8)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 2 and 46 lb uplift at joint 4. 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 J2 4 13622710Jack-Closed Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:yJLlSXWccTAVb3GJHVduVcz33pH-ZQ4RGZUZVX6dqXhiT9XHvs6rcRHZx2E5PgSH5Kys9Zp 412 =3x4 =2x4 1 2 12 11 10 9 8 3 13 4 5 6 7 T1 W1 B1 ST4 ST3 ST2 ST1 1-2-0 -1-2-0 11-11-8 11-11-8 0-1-12 11-11-8 11-9-12 11-9-12 4-8-3 0-5-0 4-1-5 0-3-8 Scale = 1:30.1 Plate Offsets (X, Y):[8: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 0.15 Vert(LL)0.01 2-12 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.08 Vert(CT)-0.01 2-12 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.07 Wind(LL)0.00 2-12 >999 240 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 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 be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 11-8-0. except 8=0-1-8 (lb) -Max Horiz 2=181 (LC 8) Max Uplift All uplift 100 (lb) or less at joint(s) 2, 8, 9, 10, 11 except 12=-110 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 8, 11 except 2=282 (LC 19), 9=272 (LC 19), 10=283 (LC 19), 12=363 (LC 1) 29 29FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-12=-292/161 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 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)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. 11)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 8. 12)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 10, 11, 8 except (jt=lb) 12=109. 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. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply M01 1 13622710Monopitch Supported Gable Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:_9khfS2FBY4vqGibG7IOUlz335P-5EW33DTxkD_mCN6VwS02MfagA1xOCauxA0jjYuys9Zq 412 =3x6 =1.5x4 =3x4 =4x8 =1.5x4 1 2 6 5 7 3 4 T1 W3 B1 W1 W2 1-2-0 -1-2-0 4-4-13 11-11-8 7-6-11 7-6-11 0-1-12 11-11-8 4-3-1 11-9-12 7-6-11 7-6-11 4-8-3 0-5-0 4-1-5 0-3-8 Scale = 1:32.3 Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL)-0.09 2-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.38 Vert(CT)-0.16 2-6 >897 240 TCDL 7.0 Rep Stress Incr YES WB 0.47 Horz(CT)0.01 5 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.06 2-6 >999 240 BCDL 7.0 Weight: 50 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 5-5-14 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=696/0-5-8, (min. 0-1-8), 5=560/0-1-8, (min. 0-1-8) Max Horiz 2=181 (LC 8) Max Uplift 2=-181 (LC 8), 5=-165 (LC 12) Max Grav 2=755 (LC 19), 5=716 (LC 19) 30 30FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-1047/164, 3-7=-899/174 BOT CHORD 2-6=-292/891, 5-6=-292/891 WEBS 3-5=-1042/342 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 181 lb uplift at joint 2 and 165 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 10 13622710Monopitch Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:mJOGl3NFHLxI1A7kjDGByyz333h-5EW33DTxkD_mCN6VwS02Mfaaw1tiCUfxA0jjYuys9Zq 412 =3x4 =1.5x4 =3x4 =3x4 =3x4 1 2 6 5 7 3 4 T1 W3 B1 W1 W2 1-2-0 -1-2-0 5-10-7 12-0-0 6-1-9 6-1-9 5-10-7 12-0-0 6-1-9 6-1-9 4-8-6 0-5-0 4-5-0 Scale = 1:29.2 Plate Offsets (X, Y):[4:0-0-13,0-1-8] 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 0.61 Vert(LL)-0.05 2-6 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.25 Vert(CT)-0.07 2-6 >999 240 TCDL 7.0 Rep Stress Incr YES WB 0.75 Horz(CT)0.02 5 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.03 2-6 >999 240 BCDL 7.0 Weight: 51 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 5-7-8 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=698/0-5-8, (min. 0-1-8), 5=562/ Mechanical, (min. 0-1-8) Max Horiz 2=182 (LC 8) Max Uplift 2=-181 (LC 8), 5=-166 (LC 12) Max Grav 2=758 (LC 19), 5=719 (LC 19) 31 31FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-1226/217, 3-7=-1072/226, 4-5=-284/112 BOT CHORD 2-6=-357/1083, 5-6=-357/1083 WEBS 3-5=-1122/372 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 166 lb uplift at joint 5 and 181 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 M03 5 13622710Monopitch Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:mJOGl3NFHLxI1A7kjDGByyz333h-ZQ4RGZUZVX6dqXhiT9XHvs6kgREzxtY5PgSH5Kys9Zp 412 =3x6 =1.5x4 =4x5 =3x10 =3x4 =1.5x4 1 2 7 6 3 4 5 T1 T2 W2 B1 W1 W2 W3 1-2-0 -1-2-0 3-3-2 9-10-8 2-1-8 12-0-0 6-7-6 6-7-6 1-11-12 12-0-0 10-0-4 10-0-4 3-11 -14 0-5-0 3-8-8 3-8-8 Scale = 1:27.9 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 0.59 Vert(LL)-0.17 2-7 >816 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.43 Vert(CT)-0.31 2-7 >457 240 TCDL 7.0 Rep Stress Incr YES WB 0.36 Horz(CT)0.02 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.05 2-7 >999 240 BCDL 7.0 Weight: 54 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 4-4-1 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 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=698/0-5-8, (min. 0-1-8), 6=562/ Mechanical, (min. 0-1-8) Max Horiz 2=155 (LC 8) Max Uplift 2=-190 (LC 8), 6=-156 (LC 8) Max Grav 2=1064 (LC 28), 6=677 (LC 28) 32 32FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1388/254, 3-4=-517/73, 4-5=-385/83, 5-6=-752/187 BOT CHORD 2-7=-343/1177 WEBS 3-7=-938/305, 5-7=-167/811 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)Refer to girder(s) for truss to truss connections. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint 6 and 190 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 M05 1 13622710Monopitch Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:IgtkgLnyVU5dUE849fMxnvz333A-ZQ4RGZUZVX6dqXhiT9XHvs6k?RBDxze5PgSH5Kys9Zp 4 12 =2x4 =2x4 =1.5x4 1 2 4 5 3 T1 W1 B1 1-2-0 -1-2-0 4-7-0 4-7-0 0-1-12 4-7-0 4-5-4 4-5-4 2-2-11 0-5-0 1-7-13 0-3-8 Scale = 1:24.5 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 0.30 Vert(LL)-0.02 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.12 Vert(CT)-0.03 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: 16 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 4-7-0 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=342/0-3-8, (min. 0-1-8), 4=192/0-1-8, (min. 0-1-8) Max Horiz 2=81 (LC 8) Max Uplift 2=-112 (LC 8), 4=-58 (LC 12) Max Grav 2=362 (LC 19), 4=225 (LC 19) 33 33FORCES (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 and any other members. 7)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. 8)Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 112 lb uplift at joint 2 and 58 lb uplift at joint 4. 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 M07 5 13622710Monopitch Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:ng1Pb7PaGTfEjE73CaI7utz332M-5EW33DTxkD_mCN6VwS02Mfaeq1xmCb_xA0jjYuys9Zq 4 12 =2x4 =2x4 =1.5x4 1 2 4 5 3 T1 W1 B1 1-2-0 -1-2-0 6-1-0 6-1-0 0-1-12 6-1-0 5-11-4 5-11-4 2-8-11 0-5-0 2-1-13 0-3-8 Scale = 1:26 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 0.63 Vert(LL)-0.06 2-4 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.22 Vert(CT)-0.10 2-4 >695 240 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 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=411/0-3-8, (min. 0-1-8), 4=270/0-1-8, (min. 0-1-8) Max Horiz 2=101 (LC 8) Max Uplift 2=-124 (LC 8), 4=-81 (LC 12) Max Grav 2=440 (LC 19), 4=325 (LC 19) 34 34FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-285/161 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) 4 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) 4. 9)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 2 and 81 lb uplift at joint 4. 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 M08 3 13622710Monopitch Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:4HTTdLidcrgqcwygccjlsxz332_-5EW33DTxkD_mCN6VwS02MfaZh1vCCb_xA0jjYuys9Zq 4 12 =2x4 =2x4 =1.5x4 1 3 4 2 T1 W1 B1 5-1-0 0-1-12 5-1-0 4-11-4 4-11-4 2-1-5 0-5-0 1-9-13 0-3-8 Scale = 1:22.6 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 0.42 Vert(LL)-0.03 1-3 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.15 Vert(CT)-0.05 1-3 >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: 16 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 5-1-0 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=235/0-3-8, (min. 0-1-8), 3=235/0-1-8, (min. 0-1-8) Max Horiz 1=72 (LC 8) Max Uplift 1=-44 (LC 8), 3=-71 (LC 8) Max Grav 1=245 (LC 18), 3=261 (LC 18) 35 35FORCES (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 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) 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 44 lb uplift at joint 1 and 71 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 M09 1 13622710Monopitch Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:Y05izJ7aMb4tII7P9TrynJz331R-5EW33DTxkD_mCN6VwS02Mfacz1wHCb_xA0jjYuys9Zq =2x4 =6x8 =5x6 =4x5 =4x5 =3x4 =3x4 =5x6 =MT20HS 8x12 =1.5x4 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 10 12 9 13 8 14 7 15 6 1 2 3 4 11 5 W1 T1 W1 B1 W1 W3W2W1W2W2W1 2-11-15 9-1-8 2-11-15 6-1-9 3-1-11 3-1-11 2-11-0 12-0-8 2-11-0 12-0-8 2-11-15 9-1-8 2-11-15 6-1-9 3-1-11 3-1-11 10 -1-12 0-3-8 Scale = 1:52.8 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 0.15 Vert(LL)-0.04 7-8 >999 360 MT20 220/195 (Roof Snow = 35.0)Lumber DOL 1.15 BC 0.17 Vert(CT)-0.05 7-8 >999 240 MT20HS 165/146 TCDL 7.0 Rep Stress Incr NO WB 0.83 Horz(CT)0.02 6 n/a n/a BCLL 0.0 *Code IRC2015/TPI2014 Matrix-SH Wind(LL)0.02 7-8 >999 240 BCDL 20.0 Weight: 475 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6 REACTIONS (lb/size)1=4373/ Mechanical, (min. 0-1-8), 6=9593/ Mechanical, (min. 0-1-8), 10=444/0-5-8, (min. 0-1-8) Max Uplift 1=-964 (LC 4), 6=-1968 (LC 4), 10=-92 (LC 4) Max Grav 1=4373 (LC 1), 6=9593 (LC 1), 10=444 (LC 19) 36 36FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1308/283, 2-3=-2123/448, 3-4=-2471/504, 5-6=-259/63 BOT CHORD 9-13=-283/1308, 8-13=-283/1308, 8-14=-448/2123, 7-14=-448/2123, 7-15=-504/2471, 6-15=-504/2471 WEBS 4-7=-402/12, 4-6=-8997/1834, 3-7=-190/1251, 2-9=-2900/637, 1-9=-961/4437, 2-8=-562/2781, 3-8=-1411/284 NOTES 1)3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3)Wind: ASCE 7-10; 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)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 92 lb uplift at joint 10, 964 lb uplift at joint 1 and 1968 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. 13)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 14)Use Simpson Strong-Tie LUS24 (4-SD9112 Girder, 2-SD9212 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 9-0-12 to connect truss(es) M03 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 15)Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 11-0-12 from the left end to connect truss(es) M05 (1 ply 2x4 DF or DF-N) to front face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. 17)Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8557 lb down and 1653 lb up at 9-1-8, and 419 lb down and 52 lb up at 9-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. Job Truss Truss Type Qty Ply WALL-1 1 33622710Flat Girder Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 1 ID:CQYKVAyuMczuotGMrtde_wzyRCk-ZQ4RGZUZVX6dqXhiT9XHvs6rvRFBxrE5PgSH5Kys9Zp Continued on page 2 LOAD CASE(S) Standard 1)Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-5=-84, 6-10=-40 Concentrated Loads (lb) Vert: 7=-679 (F), 4=-8527, 9=-679 (F), 11=-389, 12=-681 (F), 13=-679 (F), 14=-679 (F), 15=-641 (F) Job Truss Truss Type Qty Ply WALL-1 1 33622710Flat Girder Job Reference (optional) Run: 8.63 S May 25 2023 Print: 8.630 S May 25 2023 MiTek Industries, Inc. Tue Aug 01 15:41:30 Page: 2 ID:CQYKVAyuMczuotGMrtde_wzyRCk-ZQ4RGZUZVX6dqXhiT9XHvs6rvRFBxrE5PgSH5Kys9Zp