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HomeMy WebLinkAboutGN010.0 Truss drawing18 19 920 821 22 7 23 24 6 25 26 1 5 42 1716 3 T1 T1 B1 B2 W1 W2 W3 W2 W1 HW1 HW1 Scale = 1:56.9 Plate Offsets (X, Y): [1:0-4-11,Edge], [2:0-2-0,0-2-0], [3:0-1-12,0-2-0], [4:0-2-0,0-2-0], [5:0-4-11,Edge], [6:0-6-4,0-1-8], [9:0-6-4,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.12 7-9 >999 360 MT20 197/144 Snow (Pf/Pg)23.1/30.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.27 7-9 >966 240 MT18HS 244/190 TCDL 10.0 Rep Stress Incr NO WB 0.95 Horiz(TL) 0.03 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 295 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* W1:2x4 SPF Stud WEDGE Left: 2x8 SP 2400F 2.0E Right: 2x8 SP 2400F 2.0E BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=7404/0-3-8, (min. 0-3-1), 5=7735/0-3-8, (min. 0-3-3) Max Horiz 1=293 (LC 9) Max Uplift 1=-1370 (LC 13), 5=-1433 (LC 12) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-8268/1585, 2-16=-5867/1238, 3-16=-5732/1257, 3-17=-5733/1257, 4-17=-5868/1239, 4-5=-8316/1593 BOT CHORD 1-18=-1157/5745, 18-19=-1157/5745, 9-19=-1157/5745, 9-20=-1157/5745, 8-20=-1157/5745, 8-21=-1157/5745, 21-22=-1157/5745, 7-22=-1157/5745, 7-23=-1044/5781, 23-24=-1044/5781, 6-24=-1044/5781, 6-25=-1044/5781, 25-26=-1044/5781, 5-26=-1044/5781 WEBS 2-9=-588/3249, 2-7=-2551/720, 3-7=-1604/7771, 4-7=-2605/732, 4-6=-603/3321 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-6-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-7-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1370 lb uplift at joint 1 and 1433 lb uplift at joint 5. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1328 lb down and 251 lb up at 2-0-12, 1328 lb down and 251 lb up at 4-0-12, 1328 lb down and 251 lb up at 6-0-12, 1328 lb down and 251 lb up at 8-0-12, 1328 lb down and 251 lb up at 10-0-12, 1328 lb down and 251 lb up at 12-0-12, 1328 lb down and 251 lb up at 14-0-12, 1328 lb down and 251 lb up at 16-0-12, and 1328 lb down and 251 lb up at 18-0-12, and 1328 lb down and 251 lb up at 20-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . G01 4 2REN0-046176 Common Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:42:02 Page: 1 ID:Yadal3xhXoq7F1oOZPjy_hyn_UF-waHgjTaBfgY1XQ0qJTg1YPVoThfQlnwfD58La9zeGhZ Continued on page 2 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (lb/ft) Vert: 1-3=-66, 3-5=-66, 10-13=-20 Concentrated Loads (lb) Vert: 6=-1328, 18=-1328, 19=-1328, 20=-1328, 21=-1328, 22=-1328, 23=-1328, 24=-1328, 25=-1328, 26=-1328 Job Truss Truss Type Qty Ply . G01 4 2REN0-046176 Common Girder Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:42:02 Page: 2 ID:Yadal3xhXoq7F1oOZPjy_hyn_UF-waHgjTaBfgY1XQ0qJTg1YPVoThfQlnwfD58La9zeGhZ 212 1.5x4 1.5x4 5 1 2 11 12 13 3 4 T1 W1 B1 ST1 Scale = 1:24.6 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.69 Vert(LL) n/a - n/a 999 MT20 197/144 Snow (Pf/Pg)23.1/30.0 Lumber DOL 1.15 BC 0.59 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.13 Horiz(TL) 0.03 2 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 26 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 9-5-12. (lb) - Max Horiz 2=75 (LC 15), 7=75 (LC 15) Max Uplift All uplift 100 (lb) or less at joint(s) 5 except 2=-103 (LC 12), 6=-192 (LC 16), 7=-103 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 5 except 2=347 (LC 23), 6=724 (LC 23), 7=347 (LC 23) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-596/402 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) -0-10-8 to 2-1-8, Exterior (2) 2-1-8 to 9-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; 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 12.0 psf or 2.00 times flat roof load of 23.1 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=103, 6=191, 2=103. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . GE01 4 1REN0-046176 Monopitch Supported Gable Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:42:02 Page: 1 ID:VzkK9lzx2P4rUKymhqlQ36yn_UD-waHgjTaBfgY1XQ0qJTg1YPVr_hbXlzkfD58La9zeGhZ 17 1 31 18 2 16 153 4 14 5 13 6 12 7 11 32 33 8 10 9 W1 T2 T1 T2 T1 W1B1 B2 ST6 ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 ST1 Scale = 1:55.6 Plate Offsets (X, Y): [18:0-2-4,0-0-4], [31:0-5-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) n/a - n/a 999 MT20 197/144 Snow (Pf/Pg)23.1/30.0 Lumber DOL 1.15 BC 0.14 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.23 Horiz(TL) 0.01 18 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MR BCDL 10.0 Weight: 135 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* ST6,ST5,ST4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-24, 8-25, 10-23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 21-7-0. (lb) - Max Horiz 31=343 (LC 15) Max Uplift All uplift 100 (lb) or less at joint(s) except 18=-235 (LC 15), 19=-342 (LC 17), 20=-125 (LC 17), 21=-129 (LC 17), 22=-138 (LC 17), 23=-118 (LC 17), 25=-120 (LC 16), 26=-137 (LC 16), 28=-130 (LC 16), 29=-123 (LC 16), 30=-369 (LC 16), 31=-325 (LC 14) Max Grav All reactions 250 (lb) or less at joint(s) 20, 21, 22, 23, 25, 26, 28, 29 except 18=419 (LC 17), 19=255 (LC 15), 24=362 (LC 17), 30=305 (LC 14), 31=469 (LC 16) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-31=-318/216, 2-3=-413/303, 8-9=-288/331, 9-10=-288/331, 15-16=-370/259, 16-18=-282/225 WEBS 9-24=-388/274 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) -0-10-8 to 2-1-8, Exterior (2) 2-1-8 to 10-9-8, Corner (3) 10-9-8 to 13-9-8, Exterior (2)13-9-8 to 22-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 10) Gable studs spaced at 2-0-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 325 lb uplift at joint 31, 234 lb uplift at joint 18, 119 lb uplift at joint 25, 137 lb uplift at joint 26, 129 lb uplift at joint 28, 123 lb uplift at joint 29, 369 lb uplift at joint 30, 117 lb uplift at joint 23, 138 lb uplift at joint 22, 129 lb uplift at joint 21, 124 lb uplift at joint 20 and 341 lb uplift at joint 19. Job Truss Truss Type Qty Ply . GE02 4 1REN0-046176 Common Supported Gable Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:42:02 Page: 1 ID:rf0oefpQtjaY2U1T_JYcaayn_UP-waHgjTaBfgY1XQ0qJTg1YPVyKhiYly9fD58La9zeGhZ Continued on page 2 13) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . GE02 4 1REN0-046176 Common Supported Gable Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:42:02 Page: 2 ID:rf0oefpQtjaY2U1T_JYcaayn_UP-waHgjTaBfgY1XQ0qJTg1YPVyKhiYly9fD58La9zeGhZ 1 2 20 193 184 175 166 157 148 139 1210 11 T2 T1 T2 T3 B1 B2HW1 HW1 ST8 ST7 ST6 ST5 ST4 ST3 ST2 ST1 ST7 ST6 ST5 ST4 ST3 ST2 ST1 Scale = 1:56.3 Plate Offsets (X, Y): [2:0-3-0,0-0-6], [20:0-3-0,0-0-6] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) n/a - n/a 999 MT20 197/144 Snow (Pf/Pg)23.1/30.0 Lumber DOL 1.15 BC 0.07 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.15 Horiz(TL) 0.01 20 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 182 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* ST8,ST7,ST6:2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 11-28, 10-30, 9-31, 12-27, 13-26 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 31-3-7. (lb) - Max Horiz 2=312 (LC 13), 37=312 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 20, 22, 23, 24, 25, 26, 27, 30, 31, 32, 33, 34, 35, 41 except 2=-113 (LC 12), 21=-138 (LC 17), 36=-141 (LC 16), 37=-113 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 2, 20, 21, 22, 23, 24, 25, 26, 31, 32, 33, 34, 35, 36, 37, 41 except 27=265 (LC 24), 28=266 (LC 17), 30=261 (LC 23) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-332/245, 3-4=-257/193, 4-5=-251/214, 10-11=-253/282, 11-12=-253/282, 19-20=-262/175 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner (3) -0-10-8 to 2-3-1, Exterior (2) 2-3-1 to 15-7-12, Corner (3) 15-7-12 to 18-9-4, Exterior (2) 18-9-4 to 31-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 7) All plates are 1.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 30, 31, 32, 33, 34, 35, 27, 26, 25, 24, 23, 22, 20 except (jt=lb) 2=112, 36=141, 21=138, 2=112. 12) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . GE03 6 1REN0-046176 Common Supported Gable Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:42:03 Page: 1 ID:FEixGgsIAey7vym2fR5JCCyn_UM-Onr2wpapQzgu9ab0tABG5d29553tUQfoSluu6bzeGhY 1 7 43 48 62 3 5 44 47 45 46 4 T2 T1 T2 T1 B1 B2 W3 W2 W1W2 W1 HW1 HW1 ST7 ST8 ST5 ST6 ST3 ST4 ST2 ST1 ST7 ST8 ST5 ST6 ST3 ST4 ST2 ST1 Scale = 1:55.3 Plate Offsets (X, Y): [2:0-1-12,0-1-8], [6:0-1-12,0-1-8], [14:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) 0.04 20-39 >999 360 MT20 197/144 Snow (Pf/Pg)23.1/30.0 Lumber DOL 1.15 BC 0.49 Vert(TL) -0.04 20-39 >994 240 TCDL 10.0 Rep Stress Incr YES WB 0.27 Horiz(TL) 0.01 40 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 198 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* W1:2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* ST7:2x4 SPF No.2 WEDGE Left: 2x4 SPF Stud Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-14, 6-14, 2-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 31-3-7. (lb) - Max Horiz 1=301 (LC 13), 37=301 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 8, 9, 10, 19 except 1=-111 (LC 17), 7=-111 (LC 17), 14=-230 (LC 16), 18=-121 (LC 16), 20=-106 (LC 16), 37=-111 (LC 17), 40=-111 (LC 17) Max Grav All reactions 250 (lb) or less at joint(s) 8, 9, 11, 12, 13, 15, 16, 17, 19, 20 except 1=375 (LC 1), 7=375 (LC 1), 10=441 (LC 23), 14=590 (LC 1), 18=441 (LC 22), 37=375 (LC 1), 40=375 (LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-43=-439/186, 2-43=-254/213, 2-3=-305/182, 5-6=-305/154, 6-48=-254/183, 7-48=-439/155 BOT CHORD 1-20=-229/365, 19-20=-175/365, 18-19=-175/365, 17-18=-175/365, 16-17=-175/365, 15-16=-175/365, 14-15=-175/365, 13-14=-27/256, 12-13=-27/256, 11-12=-27/256, 10-11=-27/256, 9-10=-27/256, 8-9=-27/256, 7-8=-27/256 WEBS 4-14=-322/5, 6-14=-319/323, 6-10=-383/83, 2-14=-319/285, 2-18=-383/126 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-0 to 3-1-9, Interior (1) 3-1-9 to 15-7-12, Exterior (2) 15-7-12 to 18-9-4, Interior (1) 18-9-4 to 31-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10, 19, 9, 8 except (jt=lb) 1=110, 14=230, 18=121, 7=111, 20=106, 1=110, 7=111. 10) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . GE04 2 1REN0-046176 Common Structural Gable Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:42:03 Page: 1 ID:FEixGgsIAey7vym2fR5JCCyn_UM-Onr2wpapQzgu9ab0tABG5d2yS5zJUOnoSluu6bzeGhY 312 1.5x4 1.5x4 1 4 2 8 9 10 3 T1 W1 B1 Scale = 1:22.6 Plate Offsets (X, Y): [2:Edge,0-1-2] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.13 4-7 >648 360 MT20 197/144 Snow (Pf/Pg)23.1/30.0 Lumber DOL 1.15 BC 0.46 Vert(TL) -0.36 4-7 >241 240 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.04 2 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MP BCDL 10.0 Weight: 20 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-4 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=371/0-3-8, (min. 0-1-8), 4=306/ Mechanical, (min. 0-1-8) Max Horiz 2=91 (LC 15) Max Uplift 2=-118 (LC 12), 4=-85 (LC 16) Max Grav 2=381 (LC 23), 4=338 (LC 23) FORCES (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=5.0psf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 7-2-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; 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 12.0 psf or 2.00 times flat roof load of 23.1 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 4 and 118 lb uplift at joint 2. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . T01 22 1REN0-046176 Monopitch Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:42:03 Page: 1 ID:VzkK9lzx2P4rUKymhqlQ36yn_UD-Onr2wpapQzgu9ab0tABG5d2zO5znUS?oSluu6bzeGhY 2x4 4x4 3x4 5 1 2 9 10 3 11 4 T1 W2 B1 W1 Scale = 1:24.6 Plate Offsets (X, Y): [2:Edge,0-1-2] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.16 5-8 >691 360 MT20 197/144 Snow (Pf/Pg)23.1/30.0 Lumber DOL 1.15 BC 0.59 Vert(TL) -0.41 5-8 >273 240 TCDL 10.0 Rep Stress Incr YES WB 0.49 Horiz(TL) 0.02 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 30 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-1 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=463/0-3-8, (min. 0-1-8), 5=400/ Mechanical, (min. 0-1-8) Max Horiz 2=75 (LC 15) Max Uplift 2=-144 (LC 12), 5=-107 (LC 16) Max Grav 2=483 (LC 23), 5=448 (LC 23) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1137/326, 9-10=-1125/328, 3-10=-1104/332 BOT CHORD 2-5=-343/1110 WEBS 3-5=-1045/354 NOTES 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 9-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; 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 12.0 psf or 2.00 times flat roof load of 23.1 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 107 lb uplift at joint 5 and 144 lb uplift at joint 2. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . T02 20 1REN0-046176 Monopitch Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:42:04 Page: 1 ID:VzkK9lzx2P4rUKymhqlQ36yn_UD-Onr2wpapQzgu9ab0tABG5d24F5xmULLoSluu6bzeGhY 9 1 14 13 12 11 10 2 8 2015 3 7 4 6 16 19 17 18 5 T2 T1 T2 T1 W1 W1B1 B2 W4 W3 W4 W3 W2 W2 Scale = 1:56.1 Plate Offsets (X, Y): [2:0-3-4,0-3-8], [5:0-2-0,0-1-8], [8:0-3-4,0-3-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.06 13-14 >999 360 MT20 197/144 Snow (Pf/Pg)23.1/30.0 Lumber DOL 1.15 BC 0.36 Vert(TL) -0.16 13-14 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.73 Horiz(TL) 0.01 10 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 120 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* W4:2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-7-6 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) 10=985/0-3-8, (min. 0-1-9), 14=985/0-3-8, (min. 0-1-9) Max Horiz 14=-343 (LC 14) Max Uplift 10=-162 (LC 17), 14=-162 (LC 16) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-1029/198, 3-15=-908/202, 3-4=-804/221, 4-16=-949/360, 16-17=-910/364, 5-17=-907/382, 5-18=-908/382, 18-19=-910/364, 6-19=-949/360, 6-7=-804/221, 7-20=-908/202, 8-20=-1029/197, 2-14=-919/256, 8-10=-919/256 BOT CHORD 13-14=-331/487, 12-13=-47/502, 11-12=-47/502, 10-11=-124/343 WEBS 5-11=-293/540, 6-11=-400/354, 5-13=-294/539, 4-13=-400/355, 2-13=-22/425, 8-11=-42/441 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -0-10-8 to 2-1-8, Interior (1) 2-1-8 to 10-9-8, Exterior (2) 10-9-8 to 13-9-8, Interior(1) 13-9-8 to 22-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; 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 12.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 lb uplift at joint 14 and 162 lb uplift at joint 10. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . T03 14 1REN0-046176 Common Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:42:04 Page: 1 ID:CcphhMtYiFCq8GwQns7nHdyn_UK-szPQ79bSBHolnjACRuiVdqbFXVLaDkqyhPdSe1zeGhX 1 13 12 11 10 9 2 8 20 25 73 4 6 2421 23 22 5 T2 T1 T2 T3 B1 B3B2 W3 W2 W1W2 W1 HW1 HW1 Scale = 1:57 Plate Offsets (X, Y): [3:0-1-12,0-1-8], [5:0-2-8,0-2-0], [7:0-1-12,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.92 Vert(LL) 0.11 9-19 >999 360 MT20 197/144 Snow (Pf/Pg)23.1/30.0 Lumber DOL 1.15 BC 0.54 Vert(TL) -0.23 11-13 >999 240 TCDL 10.0 Rep Stress Incr YES WB 0.46 Horiz(TL) 0.07 8 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 129 lb FT = 20% LUMBER TOP CHORD 2x4 SPF 1650F 1.5E *Except* T1,T3:2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* W1:2x4 SPF Stud WEDGE Left: 2x4 SPF Stud Right: 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. WEBS 1 Row at midpt 7-11, 3-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS (lb/size) 2=1407/0-3-8, (min. 0-2-3), 8=1348/ Mechanical, (min. 0-1-8) Max Horiz 2=312 (LC 13) Max Uplift 2=-265 (LC 16), 8=-241 (LC 17) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-1892/315, 3-20=-1639/347, 3-4=-1331/315, 4-21=-1179/333, 21-22=-1169/335, 5-22=-1153/355, 5-23=-1153/358, 23-24=-1169/338, 6-24=-1186/335, 6-7=-1331/317, 7-25=-1642/354, 8-25=-1895/327 BOT CHORD 2-13=-347/1479, 12-13=-347/1479, 11-12=-347/1479, 10-11=-168/1442, 9-10=-168/1442, 8-9=-168/1442 WEBS 5-11=-203/932, 7-11=-670/351, 7-9=0/314, 3-11=-666/349, 3-13=0/314 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) -0-10-8 to 2-3-1, Interior (1) 2-3-1 to 15-7-12, Exterior (2) 15-7-12 to 18-9-4, Interior (1) 18-9-4 to 31-3-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; 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 12.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 265 lb uplift at joint 2 and 241 lb uplift at joint 8. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . T04 40 1REN0-046176 Common Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:42:04 Page: 1 ID:cBVqKOwR?AaP?je?S_hUvGyn_UH-szPQ79bSBHolnjACRuiVdqb7tVImDo2yhPdSe1zeGhX 12 1 7 62 2318 53 2219 2120 4 T1 T1 B1 B2 ST3 ST2 ST1 ST2 ST1 Scale = 1:47.9 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 197/144 Snow (Pf/Pg)23.1/30.0 Lumber DOL 1.15 BC 0.10 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horiz(TL) 0.01 7 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 78 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* ST3:2x4 SPF 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 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 19-5-10. (lb) - Max Horiz 1=-259 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 7 except 1=-120 (LC 14), 8=-160 (LC 17), 9=-293 (LC 17), 11=-293 (LC 16), 13=-170 (LC 16) Max Grav All reactions 250 (lb) or less at joint(s) 1, 7 except 8=308 (LC 26), 9=428 (LC 26), 10=285 (LC 28), 11=428 (LC 25), 13=319 (LC 25) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-337/224, 6-7=-289/190 WEBS 3-11=-376/331, 2-13=-283/240, 5-9=-376/331, 6-8=-283/237 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-4 to 3-0-4, Interior (1) 3-0-4 to 9-9-1, Exterior (2) 9-9-1 to 12-9-1, Interior (1)12-9-1 to 19-5-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 1=120, 11=292, 13=170, 9=293, 8=160. 9) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . V01 4 1REN0-046176 Valley Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:42:04 Page: 1 ID:CcphhMtYiFCq8GwQns7nHdyn_UK-szPQ79bSBHolnjACRuiVdqbI_VPeDspyhPdSe1zeGhX 12 1 5 1914 42 1815 1716 3 T1 T1 B1 B2 ST2 ST1 ST1 Scale = 1:45.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) n/a - n/a 999 MT20 197/144 Snow (Pf/Pg)23.1/30.0 Lumber DOL 1.15 BC 0.15 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.35 Horiz(TL) 0.01 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 62 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* ST2:2x4 SPF No.2 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 16-7-10. (lb) - Max Horiz 1=-221 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5 except 6=-303 (LC 17), 9=-308 (LC 16) Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=476 (LC 26), 7=375 (LC 1), 9=481 (LC 25) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-14=-202/265 WEBS 3-7=-316/0, 2-9=-385/326, 4-6=-385/324 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-4 to 3-0-4, Interior (1) 3-0-4 to 8-4-1, Exterior (2) 8-4-1 to 11-4-1, Interior (1)11-4-1 to 16-7-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 9=308, 6=303. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . V02 4 1REN0-046176 Valley Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:42:04 Page: 1 ID:CcphhMtYiFCq8GwQns7nHdyn_UK-szPQ79bSBHolnjACRuiVdqbILVOsDqnyhPdSe1zeGhX 12 1 5 2 4 13 16 1514 3 T1 T1 B1 ST2 ST1 ST1 Scale = 1:38.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) n/a - n/a 999 MT20 197/144 Snow (Pf/Pg)23.1/30.0 Lumber DOL 1.15 BC 0.10 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.17 Horiz(TL) 0.00 5 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 50 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 13-9-10. (lb) - Max Horiz 1=-182 (LC 12) Max Uplift All uplift 100 (lb) or less at joint(s) 1, 5 except 6=-249 (LC 17), 8=-254 (LC 16) Max Grav All reactions 250 (lb) or less at joint(s) 1, 5 except 6=394 (LC 26), 7=272 (LC 1), 8=400 (LC 25) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-8=-338/287, 4-6=-338/285 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-4 to 2-11-1, Interior (1) 2-11-1 to 6-11-1, Exterior (2) 6-11-1 to 9-11-1, Interior (1) 9-11-1 to 13-9-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=254, 6=248. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . V03 4 1REN0-046176 Valley Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:42:04 Page: 1 ID:gpN3viuATZKhmPVdKZe0qryn_UJ-szPQ79bSBHolnjACRuiVdqbJRVPeDtayhPdSe1zeGhX 12 4x4 1 3 9 14 10 13 11 12 2 T1 T1 B1 ST1 Scale = 1:33.2 Plate Offsets (X, Y): [1:0-2-4,0-1-8], [2:0-2-0,0-1-12], [3:0-2-4,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) n/a - n/a 999 MT20 197/144 Snow (Pf/Pg)23.1/30.0 Lumber DOL 1.15 BC 0.30 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.39 Horiz(TL) 0.01 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MS BCDL 10.0 Weight: 35 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 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 (lb/size) 1=24/10-11-10, (min. 0-1-8), 3=24/10-11-10, (min. 0-1-8), 4=897/10-11-10, (min. 0-1-8) Max Horiz 1=144 (LC 13) Max Uplift 1=-40 (LC 34), 3=-40 (LC 33), 4=-292 (LC 16) Max Grav 1=72 (LC 16), 3=75 (LC 16), 4=897 (LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-186/298, 9-10=-155/305, 10-11=-154/305, 2-11=-145/376, 2-12=-143/374, 12-13=-151/305, 13-14=-152/305, 3-14=-169/298 BOT CHORD 1-4=-314/219, 3-4=-314/219 WEBS 2-4=-702/346 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-4 to 3-0-4, Interior (1) 3-0-4 to 5-6-1, Exterior (2) 5-6-1 to 8-6-1, Interior (1) 8-6-1 to 10-11-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 1, 40 lb uplift at joint 3 and 292 lb uplift at joint 4. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . V04 4 1REN0-046176 Valley Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:42:05 Page: 1 ID:gpN3viuATZKhmPVdKZe0qryn_UJ-L9zpLUc4ybwcOtlO_bDkA27RguilyGP5w3N?AUzeGhW 12 4x4 1 3 149 10 13 11 12 2 T1 T1 B1 ST1 Scale = 1:28 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a - n/a 999 MT20 197/144 Snow (Pf/Pg)23.1/30.0 Lumber DOL 1.15 BC 0.19 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.15 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MP BCDL 10.0 Weight: 25 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 8-2-2 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 (lb/size) 1=40/8-1-10, (min. 0-1-8), 3=40/8-1-10, (min. 0-1-8), 4=620/8-1-10, (min. 0-1-8) Max Horiz 1=-105 (LC 12) Max Uplift 1=-13 (LC 34), 3=-13 (LC 33), 4=-198 (LC 16) Max Grav 1=68 (LC 33), 3=68 (LC 34), 4=620 (LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-449/238 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) 0-0-4 to 3-0-4, Interior (1) 3-0-4 to 4-1-1, Exterior (2) 4-1-1 to 7-1-1, Interior (1) 7-1-1 to 8-1-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1, 13 lb uplift at joint 3 and 198 lb uplift at joint 4. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . V05 4 1REN0-046176 Valley Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:42:05 Page: 1 ID:gpN3viuATZKhmPVdKZe0qryn_UJ-L9zpLUc4ybwcOtlO_bDkA27TjukUyK85w3N?AUzeGhW 1212 4x4 1 3 2 T1 T1 B1 ST1 Scale = 1:23.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) n/a - n/a 999 MT20 197/144 Snow (Pf/Pg)23.1/30.0 Lumber DOL 1.15 BC 0.08 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.05 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MP BCDL 10.0 Weight: 16 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-2 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 (lb/size) 1=58/5-3-10, (min. 0-1-8), 3=58/5-3-10, (min. 0-1-8), 4=340/5-3-10, (min. 0-1-8) Max Horiz 1=-67 (LC 12) Max Uplift 3=-3 (LC 17), 4=-91 (LC 16) Max Grav 1=68 (LC 22), 3=68 (LC 23), 4=340 (LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 lb uplift at joint 3 and 91 lb uplift at joint 4. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . V06 4 1REN0-046176 Valley Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:42:05 Page: 1 ID:gpN3viuATZKhmPVdKZe0qryn_UJ-L9zpLUc4ybwcOtlO_bDkA27VuulCyMi5w3N?AUzeGhW 1212 3x4 1 3 2 T1 T1 B1 Scale = 1:21.3 Plate Offsets (X, Y): [2:0-2-0,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) n/a - n/a 999 MT20 197/144 Snow (Pf/Pg)23.1/30.0 Lumber DOL 1.15 BC 0.04 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix-MP BCDL 10.0 Weight: 6 lb FT = 20% LUMBER TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-2 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=106/2-5-10, (min. 0-1-8), 3=106/2-5-10, (min. 0-1-8) Max Horiz 1=-28 (LC 14) Max Uplift 1=-18 (LC 16), 3=-18 (LC 17) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.0psf; BCDL=5.0psf; h=30ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=20.0 psf (roof live load: Lumber DOL=1.15 Plate DOL=1.15); Pg=30.0 psf (ground snow); Pf=23.1 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp C; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 1 and 18 lb uplift at joint 3. 8) This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply . V07 4 1REN0-046176 Valley Job Reference (optional) Stark Truss Company Inc., Rensselaer IN 47978, user Run: 8.4 S 0 Apr 7 2020 Print: 8.420 S Dec 30 2020 MiTek Industries, Inc. Thu Mar 04 15:42:05 Page: 1 ID:gpN3viuATZKhmPVdKZe0qryn_UJ-L9zpLUc4ybwcOtlO_bDkA27WNumqyMU5w3N?AUzeGhW