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Roof Truss EngineeringJob M-2062-04 Truss A01 Truss Type GABLE Qty 2 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 14:43:38 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-Yt_VdK6905YVLqTO7g5?itrngP5IbswFUjqz42yrqRp Scale = 1:67.1 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1 T1 T3 B1B2 ST1ST2ST3 ST4 ST5ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 1 2 3 4 5 6 7 8 9 10 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 76 77 3x6 4x6 3x6 4x4 3x6 3x8 3x4 3x4 3x4 3x4 4x4 3x6 8-8-13 8-8-13 17-0-0 8-3-3 25-3-3 8-3-3 34-0-0 8-8-13 -1-0-0 1-0-0 5-11-11 5-11-11 11-5-14 5-6-2 17-0-0 5-6-2 22-6-2 5-6-2 28-0-5 5-6-2 34-0-0 5-11-11 0-4-510-3-510-10-10-4-57.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-1-12], [10:0-3-6,0-1-12], [60:0-0-0,0-0-0], [60:0-0-0,0-0-0], [62:0-0-0,0-0-0], [62:0-0-0,0-0-0], [64:0-0-0,0-0-0], [64:0-0-0,0-0-0], [66:0-0-0,0-0-0], [66:0-0-0,0-0-0], [68:0-0-0,0-0-0], [68:0-0-0,0-0-0], [70:0-0-0,0-0-0], [70:0-0-0,0-0-0], [72:0-0-0,0-0-0], [72:0-0-0,0-0-0], [74:0-0-0,0-0-0], [74:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.33 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.01 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 301 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* W4,W3: 2x4 HF No.2 OTHERS 2x4 DF Stud *Except* ST18: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-24, 7-24, 5-24 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 34-0-0. (lb) - Max Horz 2=183(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 11, 12, 37, 36 except 24=-117(LC 10), 16=-153(LC 11), 32=-167(LC 10) Max Grav All reactions 250 lb or less at joint(s) 10, 10, 11, 12, 13, 14, 15, 17, 18, 19, 20, 22, 23, 37, 36, 35, 34, 33, 31, 30, 29, 28, 26, 25 except 2=297(LC 17), 24=574(LC 1), 16=633(LC 18), 32=633(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-268/72, 9-10=-268/35 WEBS 6-24=-361/11, 7-16=-418/52, 9-16=-332/139, 5-32=-412/67, 3-32=-337/140 NOTES-(12) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 11, 12, 37, 36 except (jt=lb) 24=117, 16=153, 32=167. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss A01 Truss Type GABLE Qty 2 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 14:43:38 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-Yt_VdK6905YVLqTO7g5?itrngP5IbswFUjqz42yrqRp Scale = 1:67.1 T2 T2 B1 W4 W3 W2 W1 W3 W2 W1 T1 T3 B1B2 ST1ST2ST3 ST4 ST5ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 1 2 3 4 5 6 7 8 9 10 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 76 77 3x6 4x6 3x6 4x4 3x6 3x8 3x4 3x4 3x4 3x4 4x4 3x6 8-8-13 8-8-13 17-0-0 8-3-3 25-3-3 8-3-3 34-0-0 8-8-13 -1-0-0 1-0-0 5-11-11 5-11-11 11-5-14 5-6-2 17-0-0 5-6-2 22-6-2 5-6-2 28-0-5 5-6-2 34-0-0 5-11-11 0-4-510-3-510-10-10-4-57.00 12 Plate Offsets (X,Y)-- [2:0-3-6,0-1-12], [10:0-3-6,0-1-12], [60:0-0-0,0-0-0], [60:0-0-0,0-0-0], [62:0-0-0,0-0-0], [62:0-0-0,0-0-0], [64:0-0-0,0-0-0], [64:0-0-0,0-0-0], [66:0-0-0,0-0-0], [66:0-0-0,0-0-0], [68:0-0-0,0-0-0], [68:0-0-0,0-0-0], [70:0-0-0,0-0-0], [70:0-0-0,0-0-0], [72:0-0-0,0-0-0], [72:0-0-0,0-0-0], [74:0-0-0,0-0-0], [74:0-0-0,0-0-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.33 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.01 0.01 (loc) 10-11 10-11 10 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 301 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* W4,W3: 2x4 HF No.2 OTHERS 2x4 DF Stud *Except* ST18: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-24, 7-24, 5-24 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 34-0-0. (lb) - Max Horz 2=183(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 11, 12, 37, 36 except 24=-117(LC 10), 16=-153(LC 11), 32=-167(LC 10) Max Grav All reactions 250 lb or less at joint(s) 10, 10, 11, 12, 13, 14, 15, 17, 18, 19, 20, 22, 23, 37, 36, 35, 34, 33, 31, 30, 29, 28, 26, 25 except 2=297(LC 17), 24=574(LC 1), 16=633(LC 18), 32=633(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-268/72, 9-10=-268/35 WEBS 6-24=-361/11, 7-16=-418/52, 9-16=-332/139, 5-32=-412/67, 3-32=-337/140 NOTES-(12) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 11, 12, 37, 36 except (jt=lb) 24=117, 16=153, 32=167. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss A2 Truss Type Scissor Qty 11 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 14:43:42 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-ReD0Si9f4J2xpRn9MV9xsj?Qy0LtXXWrPLoADpyrqRl Scale = 1:66.5 T2 T2 B1 B1 W3 W2 W4 W1 W3 W2 W1T1 T3 1 2 3 4 5 6 7 8 9 10 13 12 11 20 4x6 4x6 4x6 4x8 4x8 3x4 3x4 2x4 6x8 3x4 3x4 2x4 9-0-2 9-0-2 17-0-0 7-11-14 24-11-14 7-11-14 34-0-0 9-0-2 -1-0-0 1-0-0 6-3-3 6-3-3 12-0-13 5-9-10 17-0-0 4-11-3 21-11-3 4-11-3 27-8-13 5-9-10 34-0-0 6-3-3 0-4-510-3-510-10-10-4-55-6-37.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-1-2,Edge], [10:0-1-2,Edge], [12:0-4-0,0-3-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.69 0.80 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.54 -0.89 0.72 (loc) 12-13 12-13 10 l/defl >762 >458 n/a L/d 360 240 n/a PLATES MT20 Weight: 145 lb FT = 16% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-8-12 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=1427/0-5-8 (min. 0-1-8), 10=1359/Mechanical Max Horz 2=182(LC 7) Max Uplift2=-110(LC 10), 10=-96(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4696/444, 3-4=-4231/318, 4-5=-4165/336, 5-20=-3136/144, 6-20=-3126/168, 6-7=-3136/183, 7-8=-4175/176, 8-9=-4242/158, 9-10=-4711/290 BOT CHORD 2-13=-470/4170, 12-13=-247/3529, 11-12=-73/3532, 10-11=-208/4186 WEBS 7-12=-870/225, 7-11=-60/522, 6-12=-117/2795, 9-11=-373/199, 5-12=-849/220, 5-13=-48/520, 3-13=-363/191 NOTES-(11) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=110. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss A3 Truss Type Scissor Qty 3 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 14:43:44 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-N1LmtNAwcxIf3lxYTwCPx85mUp1L?R28teHHHhyrqRj Scale = 1:66.7 T2 T2 B1 B1 W4 W3 W2 W1 W3 W2 W1T1 T1 1 2 3 4 5 6 7 8 9 10 11 14 13 12 4x6 4x6 4x6 3x10 3x10 6x8 3x4 3x4 2x4 3x4 3x4 2x4 9-0-2 9-0-2 17-0-0 7-11-14 24-11-14 7-11-14 34-0-0 9-0-2 -1-0-0 1-0-0 6-3-3 6-3-3 12-0-13 5-9-10 17-0-0 4-11-3 21-11-3 4-11-3 27-8-13 5-9-10 34-0-0 6-3-3 35-0-0 1-0-0 0-4-510-3-510-10-10-4-55-6-37.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-1-1,0-0-5], [10:0-1-1,0-0-5], [13:0-4-0,0-3-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.69 0.80 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.54 -0.89 0.72 (loc) 12-13 12-13 10 l/defl >762 >459 n/a L/d 360 240 n/a PLATES MT20 Weight: 147 lb FT = 16% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-10-12 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=1426/0-5-8 (min. 0-1-8), 10=1426/0-5-8 (min. 0-1-8) Max Horz 2=-186(LC 8) Max Uplift2=-110(LC 10), 10=-110(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4692/435, 3-4=-4227/309, 4-5=-4161/326, 5-6=-3132/158, 6-7=-3132/172, 7-8=-4161/153, 8-9=-4227/136, 9-10=-4692/267 BOT CHORD 2-14=-455/4167, 13-14=-231/3525, 12-13=-57/3525, 10-12=-172/4167 WEBS 6-13=-107/2791, 7-13=-867/224, 7-12=-59/520, 9-12=-368/198, 5-13=-867/220, 5-14=-48/520, 3-14=-363/191 NOTES-(10) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 2, 10 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 100 lb uplift at joint(s) except (jt=lb) 2=110, 10=110. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss A4 Truss Type Common Qty 5 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 14:43:46 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-JPTWI3CA8YYMI24wbLEt0ZA5sdlhTV0QKymOMayrqRh Scale = 1:68.7 T2 T2 B2 W4 W3 W2 W1 W3 W2 W1 T1 B1 T3 1 2 3 4 5 6 7 8 9 10 14 13 12 11 21 22 23 24 25 26 3x6 4x6 3x6 3x6 3x6 3x8 3x4 3x4 2x4 3x4 3x4 2x4 3x6 8-3-3 8-3-3 17-0-0 8-8-13 25-8-13 8-8-13 34-0-0 8-3-3 -1-0-0 1-0-0 6-7-3 6-7-3 11-2-15 4-7-11 17-0-0 5-9-1 22-9-1 5-9-1 27-4-13 4-7-11 34-0-0 6-7-3 0-4-510-3-510-10-10-4-57.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-6], [10:0-6-0,0-0-6] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.76 0.68 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.23 -0.36 0.10 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 148 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud *Except* W4,W3: 2x4 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-13, 5-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)10=1359/Mechanical, 2=1427/0-5-8 (min. 0-2-6) Max Horz 2=182(LC 7) Max Uplift10=-96(LC 11), 2=-111(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2292/163, 3-4=-2126/180, 4-5=-1985/200, 5-21=-1463/142, 6-21=-1364/167, 6-22=-1364/166, 7-22=-1463/141, 7-8=-1991/203, 8-9=-2132/182, 9-10=-2298/166 BOT CHORD 2-14=-191/1956, 14-23=-113/1607, 23-24=-113/1607, 13-24=-113/1607, 12-13=-27/1568, 12-25=-27/1568, 25-26=-27/1568, 11-26=-27/1568, 10-11=-75/1907 WEBS 6-13=-79/1033, 7-13=-679/169, 7-11=-63/544, 9-11=-335/132, 5-13=-667/168, 5-14=-61/537, 3-14=-331/131 NOTES-(10) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 2=111. 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) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss B1 Truss Type Common Girder Qty 1 Ply 2 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 14:43:51 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-gNGPLnGJy4BfOqzuOuq3jctwhePH8eGAUEU91nyrqRc Scale = 1:40.6 T1 T1 B1 W3 W2 W1W2W1 HW1 HW11 2 3 4 5 8 7 6 13 14 15 16 17 18 19 20 5x10 5x10 5x6 3x8 3x8 10x10 3x8 3x8 Special Special Special Special Special Special Special Special Special 5-9-3 5-9-3 10-0-0 4-2-13 14-2-13 4-2-13 20-0-0 5-9-3 5-9-3 5-9-3 10-0-0 4-2-13 14-2-13 4-2-13 20-0-0 5-9-3 0-4-56-2-50-4-57.00 12 Plate Offsets (X,Y)-- [1:0-3-1,0-3-0], [2:0-2-12,0-1-8], [3:0-2-4,0-2-8], [4:0-2-12,0-1-8], [5:0-3-1,0-3-0], [6:0-4-12,0-1-8], [8:0-4-12,0-1-8] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.88 0.84 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.17 -0.27 0.08 (loc) 8-10 8-10 5 l/defl >999 >883 n/a L/d 360 240 n/a PLATES MT20 Weight: 207 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF 2400F 2.0E WEBS 2x4 DF Stud *Except* W3: 2x4 HF No.2 WEDGE Left: 2x4 DF Stud , Right: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=6827/0-5-8 (min. 0-3-6), 5=6878/0-5-8 (min. 0-3-7) Max Horz 1=103(LC 24) Max Uplift1=-523(LC 10), 5=-527(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11262/868, 2-13=-7623/600, 3-13=-7541/618, 3-14=-7541/619, 4-14=-7623/600, 4-5=-11246/866 BOT CHORD 1-15=-761/9713, 15-16=-761/9713, 8-16=-761/9713, 8-17=-761/9713, 7-17=-761/9713, 7-18=-689/9700, 6-18=-689/9700, 6-19=-689/9700, 19-20=-689/9700, 5-20=-689/9700 WEBS 3-7=-566/7365, 4-7=-4080/390, 4-6=-271/3932, 2-7=-4096/392, 2-8=-273/3952 NOTES-(11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=523, 5=527. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1345 lb down and 110 lb up at 2-0-12, 1345 lb down and 110 lb up at 4-0-12, 1345 lb down and 110 lb up at 6-0-12, 1345 lb down and 110 lb up at 8-0-12, 1345 lb down and 110 lb up at 10-0-12, 1345 lb down and 110 lb up at 12-0-12, 1345 lb down and 110 lb up at 14-0-12, and 1345 lb down and 110 lb up at 16-0-12, and 1345 lb down and 110 lb up at 18-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 Job M-2062-04 Truss B1 Truss Type Common Girder Qty 1 Ply 2 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 14:43:51 2023 Page 2 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-gNGPLnGJy4BfOqzuOuq3jctwhePH8eGAUEU91nyrqRc 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 3-5=-66, 1-5=-14 Concentrated Loads (lb) Vert: 6=-1345(F) 7=-1345(F) 8=-1345(F) 15=-1345(F) 16=-1345(F) 17=-1345(F) 18=-1345(F) 19=-1345(F) 20=-1345(F) Job M-2062-04 Truss B2 Truss Type COMMON Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 14:43:54 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-4yyYzoIBF?ZEFHhT31NmLEVWTrXdLAScACipe6yrqRZ Scale = 1:42.1 T1 T1 B1 W1 T2 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 1 2 3 4 5 6 7 8 9 11 12 14 16 17 18 20 10 13 15 25 24 23 22 21 19 32 33 3x6 3x8 3x8 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-8-8 9-8-8 15-0-0 5-3-8 20-0-0 5-0-0 -1-0-0 1-0-0 10-0-0 10-0-0 15-0-0 5-0-0 20-0-0 5-0-0 21-0-0 1-0-0 0-4-53-4-76-2-56-9-10-4-57.00 12 Plate Offsets (X,Y)-- [2:0-9-0,0-1-10], [9:0-3-0,Edge], [16:0-2-15,Edge], [17:0-9-0,0-1-10], [20:0-2-13,0-3-0] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MSH 0.53 0.42 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.03 -0.03 0.01 (loc) 19 19-31 17 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 110 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 *Except* T2: 2x6 DF SS BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-2-3 oc bracing. JOINTS 1 Brace at Jt(s): 13 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 except (jt=length) 17=0-5-8. (lb) - Max Horz 2=114(LC 37) Max Uplift All uplift 100 lb or less at joint(s) 24, 23, 22, 20 except 2=-1377(LC 30), 17=-1420(LC 41), 25=-123(LC 39), 21=-127(LC 28) Max Grav All reactions 250 lb or less at joint(s) 25, 24, 23, 22, 21, 2 except 2=1428(LC 37), 17=1575(LC 36), 20=664(LC 1), 20=664(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2592/2566, 3-4=-1974/1974, 4-5=-1602/1590, 5-6=-1239/1255, 6-7=-878/907, 7-8=-495/570, 9-11=-191/254, 11-12=-526/616, 12-14=-917/954, 14-16=-1343/1354, 16-17=-2756/2568, 10-20=-529/166, 10-13=-515/168, 13-15=-477/149, 15-16=-449/140 BOT CHORD 2-32=-1800/1843, 19-20=-10/397, 19-33=-9/400, 17-33=-1659/1917 NOTES-(13) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable studs spaced at 1-4-0 oc. 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 24, 23, 22, 20 except (jt=lb) 2=1377, 17=1420, 25=123, 21=127, 2=1377. 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) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 18-0-0 to 20-0-0 for 1150.0 plf. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss C1 Truss Type GABLE Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 14:43:58 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-zjB3pALiJE3fku?EIsSiV4gFSTy1H?dB5qg0ntyrqRV Scale = 1:22.8 T1 T1 B1 ST3 ST1 ST2 ST1 ST2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 4x4 4x4 4x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 10-0-0 10-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 10-0-0 5-0-0 11-0-0 1-0-0 0-4-53-3-53-10-10-4-57.00 12 Plate Offsets (X,Y)-- [2:0-1-1,Edge], [8:0-1-1,Edge] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.19 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 9 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 41 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-8-1 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 Horz 2=62(LC 37) Max Uplift All uplift 100 lb or less at joint(s) 10, 11, 14, 13 except 2=-703(LC 38), 8=-712(LC 41) Max Grav All reactions 250 lb or less at joint(s) 12, 10, 11, 14, 13 except 2=743(LC 51), 8=755(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1382/1364, 3-15=-653/663, 4-15=-486/504, 4-5=-289/298, 5-6=-284/314, 6-16=-470/494, 7-16=-637/652, 7-8=-1360/1340 BOT CHORD 2-17=-1016/1040, 8-18=-1016/1040 NOTES-(13) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 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 3-6-0 tall by 2-0-0 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) 10, 11, 14, 13 except (jt=lb) 2=703, 8=712. 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) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 8-0-0 to 10-0-0 for 575.0 plf. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss D1 Truss Type Common Girder Qty 1 Ply 2 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 14:44:01 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-NItBSBNac9REbMkpz??P7jIlPgtzUDuenovgOCyrqRS Scale = 1:24.7 T1 T1 B1 W2 W1 W2 W1 1 2 3 4 5 7 6 12 13 14 15 16 17 3x10 3x10 5x6 3x10 2x4 3x10 2x4 Special Special Special Special Special 4-3-0 4-3-0 7-9-0 3-6-0 12-0-0 4-3-0 3-4-8 3-4-8 6-0-0 2-7-8 8-7-8 2-7-8 12-0-0 3-4-8 0-4-53-10-50-4-57.00 12 Plate Offsets (X,Y)-- [1:0-10-0,0-1-1], [5:0-10-0,0-1-1] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.35 0.63 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.12 0.03 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 113 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=3898/0-5-8 (min. 0-2-1), 5=3787/0-5-8 (min. 0-2-0) Max Horz 1=62(LC 26) Max Uplift1=-299(LC 10), 5=-291(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6251/487, 2-12=-6184/496, 3-12=-6137/503, 3-13=-6077/498, 4-13=-6114/491, 4-5=-6187/482 BOT CHORD 1-14=-429/5399, 14-15=-429/5399, 7-15=-429/5399, 7-16=-263/3762, 6-16=-263/3762, 6-17=-382/5342, 5-17=-382/5342 WEBS 3-6=-281/3304, 3-7=-290/3419 NOTES-(11) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=299, 5=291. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1345 lb down and 110 lb up at 1-11-4, 1345 lb down and 110 lb up at 3-11-4, 1345 lb down and 110 lb up at 5-11-4, and 1345 lb down and 110 lb up at 7-11-4, and 1345 lb down and 110 lb up at 9-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Continued on page 2 Job M-2062-04 Truss D1 Truss Type Common Girder Qty 1 Ply 2 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 14:44:01 2023 Page 2 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-NItBSBNac9REbMkpz??P7jIlPgtzUDuenovgOCyrqRS LOAD CASE(S)Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 3-5=-66, 1-5=-14 Concentrated Loads (lb) Vert: 6=-1345(F) 14=-1345(F) 15=-1345(F) 16=-1345(F) 17=-1345(F) Job M-2062-04 Truss D2 Truss Type COMMON SUPPORTED GAB Qty 1 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 14:44:04 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-otYK4DQTu4ppSpSOe7Z6lLwG9t?nhi64Tm7L_XyrqRP Scale = 1:25.5 T1 T1 B1 ST1 ST2 ST3 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 1218 19 3x6 4x6 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 12-0-0 12-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 12-0-0 6-0-0 13-0-0 1-0-0 0-4-53-10-54-5-10-4-57.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [6:0-3-0,Edge], [10:0-0-0,0-0-4] LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.32 0.24 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 51 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-2-2 oc bracing: 2-17,10-12. 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 Horz 2=72(LC 37) Max Uplift All uplift 100 lb or less at joint(s) 17, 16, 15, 13, 12 except 2=-825(LC 38), 10=-830(LC 41) Max Grav All reactions 250 lb or less at joint(s) 17, 16, 15, 14, 13, 12 except 2=882(LC 51), 10=888(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1675/1633, 3-4=-921/902, 4-5=-558/559, 7-8=-542/549, 8-9=-906/889, 9-10=-1665/1618 BOT CHORD 2-18=-1224/1273, 10-19=-1224/1273 NOTES-(13) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 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=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 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 3-6-0 tall by 2-0-0 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) 17, 16, 15, 13, 12 except (jt=lb) 2=825, 10=830. 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) This truss has been designed for a total drag load of 230 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0, 10-0-0 to 12-0-0 for 690.0 plf. 13) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss EJ2 Truss Type MONO TRUSS Qty 6 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 14:44:06 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-kFg4VvRjQh4Xi7cmmYbaqm?gdhjY9c3Nw4cR3QyrqRN Scale = 1:8.6 B1 T1 W1 1 2 3 4 3x4 2x4 2x4 0-1-8 -1-0-0 1-0-0 1-11-8 1-11-8 0-4-11-1-131-6-90-10-50-3-81-1-135.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2 2-4 4 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 7 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud 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=159/0-3-8 (min. 0-1-8), 4=52/0-1-8 (min. 0-1-8) Max Horz 2=29(LC 7) Max Uplift2=-28(LC 6), 4=-6(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 2, 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. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss EJ3 Truss Type MONOPITCH Qty 5 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 14:44:08 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-georwbTzyJKFxRm9tzd2vB40yVOOdWZgON5Y7IyrqRL Scale = 1:10.7 T1 W1 B1 1 2 3 4 8 2x4 3x4 2x4 0-1-8 -1-0-0 1-0-0 2-11-8 2-11-8 0-4-11-6-131-11-91-3-50-3-81-6-135.00 12 LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.08 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 0.00 (loc) 7 4-7 2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES MT20 Weight: 10 lb FT = 16% GRIP 185/148 LUMBER- TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 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=190/0-3-8 (min. 0-1-8), 4=101/0-1-8 (min. 0-1-8) Max Horz 2=41(LC 9) Max Uplift2=-27(LC 10), 4=-14(LC 10) Max Grav 2=191(LC 17), 4=105(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(11) 1) Wind: ASCE 7-10; Vult=110mph Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 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 3-6-0 tall by 2-0-0 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 100 lb uplift at joint(s) 2, 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. 11) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard Job M-2062-04 Truss Z1 Truss Type JOIST Qty 41 Ply 1 2394/A/Gar LT-Roof Job Reference (optional) 8.710 s Jun 15 2023 MiTek Industries, Inc. Wed Aug 2 14:44:08 2023 Page 1 Truss Co, Sumner, WA, Kelly Finelli ID:di5RKrGqHE64?mLhpAlyHhyENx3-georwbTzyJKFxRm9tzd2vB419VP0dWZgON5Y7IyrqRL Scale = 1:4.1 B1 2 1 1-10-8 1-10-8 1-10-8 1-10-8 0-3-82 x 4 Vent Block W ( 4 ) 2" Holes and Screen LOADING (psf) TCLL (Roof Snow=25.0) TCDL BCLL BCDL 25.0 8.0 0.0 * 7.0 SPACING- Plate Grip DOL Plate Metal DOL Lumber DOL Rep Stress Incr Code 2-0-0 0.90 0.90 0.90 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.00 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 2 1-2 l/defl >999 >999 n/a L/d 360 240 n/a PLATES Weight: 2 lb FT = 16% GRIP LUMBER- BOT CHORD 2x4 HF No.2 BRACING- 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=12/0-5-8 (min. 0-1-8), 1=12/0-5-8 (min. 0-1-8) Max Grav 2=30(LC 5), 1=30(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES-(5) 1) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) 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. 5) All dimensions given in feet-inches-sixteenths (FFIISS) format. LOAD CASE(S)Standard