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7. Roof Truss Drawings 1-5-16Job 16053203B OPTION Truss M01 Truss Type Monopitch Qty 1 Ply 1 Gorman Bishop House Job Reference (optional) Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:26 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-ScyhOTuMGZ2vX8E8hxuBgGuepLLHvbqY0PqttbzyTgR Scale = 1:18.0 T1 W3 B1 W1 HW1 W2 1 2 3 4 5 6 8 13 14 7 3x6 3x8 4x4 3x4 2x4 3x4 1-6-0 1-6-0 8-6-0 7-0-0 -0-10-0 0-10-0 4-3-0 4-3-0 8-6-0 4-3-0 0-10-103-0-22-3-00-9-23-0-23.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-0-9] LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-MP 0.30 0.33 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 0.02 0.00 (loc) 6-7 6-7 13 6 l/defl >999 >621 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 33 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-1-5 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=501/1-9-8 (min. 0-1-8), 7=140/0-3-8 (min. 0-1-8), 13=446/Mechanical Max Horz2=83(LC 6) Max Uplift2=-151(LC 6), 13=-87(LC 6) Max Grav2=562(LC 2), 7=326(LC 4), 13=525(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-14=-796/314, 4-14=-728/321, 6-8=-109/285, 5-8=-109/285 BOT CHORD 2-7=-403/731, 6-7=-403/731 WEBS 4-6=-639/368 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 42.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 2=151. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 16053203B OPTION Truss M01GE Truss Type Monopitch Supported Gable Qty 1 Ply 1 Gorman Bishop House Job Reference (optional) Run: 7.640 s Apr 22 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:26 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-ScyhOTuMGZ2vX8E8hxuBgGugsLPYveFY0PqttbzyTgR Scale = 1:22.6 W1 T1 W2 B1 ST4 ST3 ST2 ST1 1 2 3 4 5 6 7 13 12 11 10 9 8 3x4 3x4 2x4 2x4 -0-10-0 0-10-0 9-0-0 9-0-0 1-6-03-9-03.00 12 LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-R 0.17 0.12 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 Weight: 35 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 9-0-0. (lb) - Max Horz13=91(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 8, 9, 10, 11 except 12=-149(LC 6) Max Grav All reactions 250 lb or less at joint(s) 8, 12 except 13=305(LC 12), 9=310(LC 2), 10=291(LC 2), 11=285(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-287/0 WEBS 6-9=-268/120, 5-10=-253/126 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x3 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 9, 10, 11 except (jt=lb) 12=149. 13) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 16053203B OPTION Truss M02 Truss Type Monopitch Qty 7 Ply 1 Gorman Bishop House Job Reference (optional) Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:27 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-woW4bpv_1sAl9IpLFfQQCTRptkfQe2giF3ZQP1zyTgQ Scale = 1:18.0 T1 W3 B1 W1 HW1 W2 1 2 3 4 5 6 7 12 13 3x6 3x10 MT20HS 4x4 3x4 2x4 3x4 8-6-0 8-6-0 -0-10-0 0-10-0 4-3-0 4-3-0 8-6-0 4-3-0 0-10-103-0-22-3-00-9-23-0-23.00 12 Plate Offsets (X,Y)-- [2:0-7-0,Edge] LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-MP 0.28 0.46 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.10 -0.24 0.02 0.00 (loc) 6-10 6-10 12 6 l/defl >999 >419 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 33 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-4 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=613/0-3-8 (min. 0-1-8), 12=473/Mechanical Max Horz2=83(LC 6) Max Uplift2=-91(LC 6), 12=-72(LC 6) Max Grav2=657(LC 2), 12=548(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-619/0, 3-13=-862/279, 4-13=-794/286, 6-7=-90/318, 5-7=-90/318 BOT CHORD 2-6=-365/803 WEBS 4-6=-717/326 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 16053203B OPTION Truss M02GE Truss Type Monopitch Supported Gable Qty 1 Ply 1 Gorman Bishop House Job Reference (optional) Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:27 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-woW4bpv_1sAl9IpLFfQQCTRrcklIe5diF3ZQP1zyTgQ Scale = 1:18.4 W1 T1 W2 B1 ST2 ST1 1 2 3 4 5 9 8 7 6 10 2x4 2x4 2x4 2x4 1.5x3 1.5x3 1.5x3 1.5x3 -0-10-0 0-10-0 7-0-0 7-0-0 1-3-23-0-23.00 12 LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-R 0.17 0.08 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.01 -0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 Weight: 25 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 7-0-0. (lb) - Max Horz9=73(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 9, 6, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6 except 9=275(LC 2), 7=268(LC 2), 8=365(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-252/115 WEBS 3-8=-305/219 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 6, 7, 8. 12) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 16053203B OPTION Truss M03 Truss Type Monopitch Qty 1 Ply 1 Gorman Bishop House Job Reference (optional) Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:28 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-O_4So9vcoAIcmSOXoMxflh_zJ81lNVKrUjJ_xUzyTgP Scale = 1:18.0 T1 W3 B1 W1 HW1 W2 1 2 3 4 5 6 8 13 14 7 3x6 3x8 4x4 3x4 2x4 3x4 1-6-0 1-6-0 8-6-0 7-0-0 -0-10-0 0-10-0 4-3-0 4-3-0 8-6-0 4-3-0 0-10-103-0-22-3-00-9-23-0-23.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-0-9] LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-MP 0.30 0.33 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.05 -0.13 0.02 0.00 (loc) 6-7 6-7 13 6 l/defl >999 >621 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 33 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-1-5 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=501/1-9-8 (min. 0-1-8), 7=140/0-3-8 (min. 0-1-8), 13=446/Mechanical Max Horz2=83(LC 6) Max Uplift2=-151(LC 6), 13=-87(LC 6) Max Grav2=562(LC 2), 7=326(LC 4), 13=525(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-14=-796/314, 4-14=-728/321, 6-8=-109/285, 5-8=-109/285 BOT CHORD 2-7=-403/731, 6-7=-403/731 WEBS 4-6=-639/368 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 42.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except (jt=lb) 2=151. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 16053203B OPTION Truss PB01 Truss Type Piggyback Qty 8 Ply 1 Gorman Bishop House Job Reference (optional) Run: 7.640 s Apr 22 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:28 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-O_4So9vcoAIcmSOXoMxflh__G85fNY_rUjJ_xUzyTgP Scale = 1:19.3 T1 T1 B1 ST1 1 2 3 4 5 6 7 8 4x4 2x4 2x4 1.5x3 0-7-4 0-7-4 6-6-9 5-11-4 7-1-13 0-7-4 3-6-14 3-6-14 7-1-13 3-6-14 0-4-133-0-00-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-P 0.24 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 Weight: 20 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=261/5-11-4 (min. 0-1-8), 4=261/5-11-4 (min. 0-1-8), 6=295/5-11-4 (min. 0-1-8) Max Horz2=77(LC 7) Max Uplift2=-51(LC 8), 4=-59(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) 2, 4. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 16053203B OPTION Truss PB01GE Truss Type GABLE Qty 1 Ply 1 Gorman Bishop House Job Reference (optional) Run: 7.640 s Apr 22 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:29 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-sBdq0VwEYUQTOczjM3SuHuW90YRu6?E?iN2XTwzyTgO Scale = 1:19.3 T1 T1 B1 ST1 1 2 3 4 5 6 7 8 4x4 2x4 2x4 1.5x3 0-7-4 0-7-4 6-6-9 5-11-4 7-1-13 0-7-4 3-6-14 3-6-14 7-1-13 3-6-14 0-4-133-0-00-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-P 0.24 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 Weight: 20 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=261/5-11-4 (min. 0-1-8), 4=261/5-11-4 (min. 0-1-8), 6=295/5-11-4 (min. 0-1-8) Max Horz2=-77(LC 6) Max Uplift2=-51(LC 8), 4=-59(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) 2, 4. 11) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 16053203B OPTION Truss PB02 Truss Type Piggyback Qty 1 Ply 1 Gorman Bishop House Job Reference (optional) Run: 7.640 s Apr 22 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:29 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-sBdq0VwEYUQTOczjM3SuHuW90YRu6?E?iN2XTwzyTgO Scale = 1:19.3 T1 T1 B1 ST1 1 2 3 4 5 6 7 8 4x4 2x4 2x4 1.5x3 0-7-4 0-7-4 6-6-9 5-11-4 7-1-13 0-7-4 3-6-14 3-6-14 7-1-13 3-6-14 0-4-133-0-00-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-P 0.24 0.08 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 Weight: 20 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=261/5-11-4 (min. 0-1-8), 4=261/5-11-4 (min. 0-1-8), 6=295/5-11-4 (min. 0-1-8) Max Horz2=-77(LC 6) Max Uplift2=-51(LC 8), 4=-59(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) 2, 4. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 16053203B OPTION Truss T01 Truss Type Roof Special Qty 7 Ply 1 Gorman Bishop House Job Reference (optional) Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:30 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:rG_JSTzFr7zPrKcBNEwa2LzyU9K-KNBCDrxsJnZK0mYwwnz7q63C0ybnrGj8x1o50MzyTgN Scale = 1:71.4 T2 T3 B1 B3 B4 W3 W4 W5 W6 W7 W1 W2 W9 W8 T1 T4 B2 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 3x8 4x6 3x4 4x6 3x10 MT20HS 3x4 8x12 4x4 5x6 4x8 4x6 5x6 4x4 4x12 6-7-12 6-7-12 16-3-0 9-7-4 26-0-0 9-9-0 -1-6-0 1-6-0 6-7-12 6-7-12 13-0-0 6-4-4 16-3-0 3-3-0 20-11-12 4-8-12 26-0-0 5-0-4 27-6-0 1-6-0 1-6-012-4-01-6-00-3-02-11-1110.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [11:0-4-12,0-2-0], [12:0-4-12,0-3-8] LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-MS 0.73 0.87 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.29 -0.72 0.23 0.04 (loc) 13-15 11-12 11 13 l/defl >999 >427 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 154 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T3,T4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* W9: 2x10 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-16. WEBS 1 Row at midpt 8-11 2 Rows at 1/3 pts 3-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 16=2001/0-3-8 (min. 0-3-2), 11=1979/0-3-8 (min. 0-3-2) Max Horz16=-325(LC 6) Max Uplift16=-196(LC 8), 11=-206(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2068/416, 3-17=-1615/347, 4-17=-1442/358, 4-5=-1357/382, 5-6=-2056/646, 6-7=-2246/628, 7-18=-2083/451, 8-18=-2360/436, 8-9=-312/171, 2-16=-1973/483, 9-11=-575/303 BOT CHORD 15-16=-367/373, 14-15=-151/1408, 14-19=-151/1408, 13-19=-151/1408, 12-13=-69/1103, 7-12=-612/279, 11-12=-166/1765 WEBS 3-15=0/254, 3-13=-1670/188, 3-12=-2/1063, 5-12=-507/1839, 2-15=-23/1276, 8-11=-2405/353 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Bearing at joint(s) 11 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) except (jt=lb) 16=196, 11=206. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 16053203B OPTION Truss T01AGE Truss Type GABLE Qty 1 Ply 1 Gorman Bishop House Job Reference (optional) Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:31 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:rG_JSTzFr7zPrKcBNEwa2LzyU9K-pZlaRByU45hBdv76UUUMNJcOLM5oaoYHAhXeYpzyTgM Scale = 1:74.8 T2 T3 B1 B3 B4 W1 W2 ST7 ST6 ST5 ST4 ST3 ST2ST1 ST6 ST8 ST9 ST10 ST11 ST12 T1 T4 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 39 38 3x4 4x4 3x4 5x6 3x4 2x4 2x4 3x4 4x10 4x6 3x8 16-3-0 16-3-0 26-0-0 9-9-0 -1-6-0 1-6-0 13-0-0 13-0-0 16-3-0 3-3-0 26-0-0 9-9-0 27-6-0 1-6-0 1-6-012-4-01-6-02-11-1110.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [21:0-5-0,0-0-15] LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-R 0.70 0.24 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.15 0.08 (loc) 20 20 21 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 Weight: 179 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* W2: 2x10 SP 2400F 2.0E OTHERS 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, Except: 10-0-0 oc bracing: 26-27. WEBS 1 Row at midpt 10-29, 9-30, 7-32, 11-28 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 26-0-0. (lb) - Max Horz37=-325(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 27, 30, 32, 33, 34, 35, 28, 25, 24, 23 except 37=-784(LC 6), 26=-137(LC 9), 21=-202(LC 9), 36=-539(LC 7), 22=-112(LC 6) Max Grav All reactions 250 lb or less at joint(s) 27, 26, 33, 34, 25, 22 except 37=662(LC 7), 21=509(LC 12), 29=589(LC 9), 30=389(LC 2), 32=318(LC 2), 35=267(LC 2), 36=583(LC 6), 28=317(LC 3), 24=257(LC 1), 23=254(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-481/573, 3-4=-291/389, 4-5=-233/396, 5-6=-168/392, 6-39=-105/479, 7-39=-94/491, 7-8=-93/595, 8-9=-76/607, 9-10=-111/685, 10-11=-102/681, 11-12=0/635, 12-13=-40/634, 13-14=-41/567, 14-38=0/488, 15-38=-62/482, 15-16=-57/382, 16-17=-53/274, 18-19=-24/276, 2-37=-537/544 WEBS 10-29=-755/0, 9-30=-349/100, 7-32=-278/163, 3-36=-306/289, 11-28=-274/50, 18-21=-351/178 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x3 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 Job 16053203B OPTION Truss T01AGE Truss Type GABLE Qty 1 Ply 1 Gorman Bishop House Job Reference (optional) Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:31 2017 Page 2 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:rG_JSTzFr7zPrKcBNEwa2LzyU9K-pZlaRByU45hBdv76UUUMNJcOLM5oaoYHAhXeYpzyTgM NOTES- 12) Bearing at joint(s) 26, 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 30, 32, 33, 34, 35, 28, 25, 24, 23 except (jt=lb) 37=784, 26=137, 21=202, 36=539, 22=112. 14) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 25, 24, 23, 22. 15) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 16053203B OPTION Truss T01GE Truss Type Attic Supported Gable Qty 1 Ply 1 Gorman Bishop House Job Reference (optional) Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:32 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-HmJzeXy6rPp2F3iI1C?bvW8aOlNYJGwROLHB4FzyTgL Scale = 1:68.8 W1 T2 T2 W1 B1 ST2 ST1 ST1W3W3 T1 T1 B1B2 W4 W2 W2 1 2 3 4 5 6 78 9 10 11 17 16 15 14 13 12 18 21 22 2x4 3x6 3x6 4x4 3x6 2x4 3x6 8x8 2x4 3x4 1.5x3 3x4 1.5x3 1.5x3 8x8 1.5x3 1.5x3 1.5x3 11-0-08-0-125-7-35-6-0 5-6-0 16-6-0 11-0-0 22-0-0 5-6-0 -1-6-0 1-6-0 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-0-0 5-6-0 23-6-0 1-6-0 2-2-011-4-02-2-010.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [10:0-1-4,0-1-8] LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-S 0.61 0.40 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 10 10-11 12 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 Weight: 138 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B2: 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* W1: 2x6 SPF No.2 OTHERS 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 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 22-0-0. (lb) - Max Horz17=-273(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 17, 12 except 15=-151(LC 8), 16=-401(LC 2), 13=-401(LC 3), 14=-142(LC 9) Max Grav All reactions 250 lb or less at joint(s) 16, 13 except 17=1316(LC 1), 12=1316(LC 1), 15=1051(LC 2), 14=1051(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-1271/114, 2-3=-856/117, 3-21=-830/215, 4-21=-646/232, 4-5=-329/66, 5-6=-292/81, 6-7=-292/81, 7-8=-329/66, 8-22=-646/232, 9-22=-830/215, 9-10=-856/115, 10-12=-1271/112 BOT CHORD 16-17=-286/296, 15-16=-48/513, 14-15=-42/497, 13-14=-40/513 WEBS 3-15=-611/299, 9-14=-611/299, 4-18=-314/219, 8-18=-314/219, 2-16=-81/577, 10-13=-81/577 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 12 except (jt=lb) 15=151, 16=401, 13=401, 14=142. 12) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job 16053203B OPTION Truss T01SGE Truss Type GABLE Qty 1 Ply 1 Gorman Bishop House Job Reference (optional) Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:33 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-lytLsszlcixvtDHUbvXqSkhjE9aR2enad?0lchzyTgK Scale = 1:66.3 T2 T3 T4 B1 B2 B3 W3 W6 W7 W8 W9 W10 W11 W2 W13 W12 W4 W5 T1 T5 ST9 ST10 ST7 ST8 ST5 ST6 ST4 ST3 ST2 ST1 ST11 ST12 ST13 ST14 ST15 ST16 W1 SB1 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 44 45 46 47 48 49 50 51 4x6 8x8 5x6 4x10 WB 6x10 5x6 4x12 5x10 4x8 3x8 4x6 3x8 5x12 MT18HS 5x6 5x16 4x8 4x8 2x4 2x4 2x4 2x4 3x8 3x8 2x4 2x4 3x12 MT18HS 0-10-0 0-10-0 8-3-8 7-5-8 11-4-13 3-1-5 15-9-0 4-4-3 18-7-3 2-10-3 30-0-0 11-4-13 -1-6-0 1-6-0 0-10-0 0-10-0 6-1-6 5-3-6 8-3-8 2-2-2 11-4-13 3-1-5 15-9-0 4-4-3 18-7-3 2-10-3 24-1-14 5-6-10 30-0-0 5-10-2 31-6-0 1-6-0 1-6-01-6-91-6-01-6-03-8-1211-0-010.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-5-0,0-2-0], [2:0-1-8,0-2-4], [4:0-5-0,0-3-0], [6:0-3-12,0-2-8], [7:0-4-12,0-2-4], [7:0-0-0,0-1-12], [11:Edge,0-2-12], [13:0-4-0,0-2-8], [16:0-2-12,Edge], [28:0-1-15,0-0-0], [37:0-2-4,0-0-0] LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-MS 0.73 1.00 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.37 -0.81 0.36 0.07 (loc) 11-12 11-12 11 15 l/defl >970 >438 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 278 lb FT = 4% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* T4,T5: 2x4 SPF 2100F 1.8E, T1: 2x6 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* B3: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* W2: 2x10 SP 2400F 2.0E, W13: 2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-6 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. WEBS 1 Row at midpt 5-13, 5-12, 8-11, 2-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=2304/0-3-8 (req. 0-4-14), 44=1975/(0-3-8 + bearing block) (req. 0-4-3) Max Horz44=-314(LC 6) Max Uplift11=-208(LC 9), 44=-126(LC 8) Max Grav11=3102(LC 18), 44=2656(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-45=-5256/623, 2-45=-4756/651, 2-3=-3010/677, 3-4=-2917/698, 4-46=-2026/536, 5-46=-2026/536, 5-47=-1643/535, 6-47=-1641/535, 6-7=-2152/584, 7-8=-2539/551, 8-48=-252/237, 9-48=-837/218, 1-16=-362/195, 9-11=-1140/350 BOT CHORD 15-16=-365/1045, 14-15=-457/4071, 13-14=-129/1837, 12-13=-109/1629, 12-50=-181/2042, 50-51=-181/2042, 11-51=-181/2042 WEBS 1-15=-147/2855, 4-14=-347/1484, 5-14=-163/842, 5-13=-875/57, 5-12=-420/258, 6-12=-191/775, 8-12=-567/286, 8-11=-2440/330, 2-15=-322/3124, 2-14=-3475/500 NOTES- 1) 2x10 SP 2400F 2.0E bearing block 12" long at jt. attached to front face with 5 rows of 10d (0.131"x3") nails spaced 3" o.c. 20 Total fasteners. User Defined Bearing crushing capacity= 425psi. 2) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 9) All plates are 1.5x3 MT20 unless otherwise indicated. 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) * 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 = 10.0psf. 13) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. Continued on page 2 Job 16053203B OPTION Truss T01SGE Truss Type GABLE Qty 1 Ply 1 Gorman Bishop House Job Reference (optional) Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:33 2017 Page 2 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-lytLsszlcixvtDHUbvXqSkhjE9aR2enad?0lchzyTgK NOTES- 14) Bearing at joint(s) 44 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 15) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=208, 44=126. 16) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 17) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16053203B OPTION Truss T02 Truss Type Common Qty 10 Ply 1 Gorman Bishop House Job Reference (optional) Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:34 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-D8Rj3C_NN03mUNsh9d23_xDsCZxrn3fksfmI97zyTgJ Scale = 1:70.0 T2 T2 B1 W4 W3 W4 W3 W1 W2 W1 W2 B2 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 3x10 MT20HS 5x6 3x10 MT20HS 3x6 4x4 4x6 4x4 4x6 3x8 5x12 MT18HS 5x12 MT18HS 3x8 8-9-3 8-9-3 17-2-13 8-5-11 26-0-0 8-9-3 -1-6-0 1-6-0 6-7-12 6-7-12 13-0-0 6-4-4 19-4-4 6-4-4 26-0-0 6-7-12 27-6-0 1-6-0 1-6-012-4-01-6-010.00 12 Plate Offsets (X,Y)-- [10:Edge,0-2-12], [14:Edge,0-2-12] LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-MS 0.85 0.92 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.33 0.07 0.03 (loc) 11-13 10-11 10 11-13 l/defl >999 >921 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS MT18HS Weight: 140 lb FT = 4% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 14=2156/0-3-8 (min. 0-3-6), 10=2156/0-3-8 (min. 0-3-6) Max Horz14=326(LC 7) Max Uplift14=-197(LC 8), 10=-197(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-547/320, 3-15=-2034/594, 4-15=-1838/607, 4-5=-1777/631, 5-6=-1777/631, 6-16=-1838/607, 7-16=-2034/594, 7-8=-547/320, 2-14=-744/409, 8-10=-744/409 BOT CHORD 14-17=-175/1505, 17-18=-175/1505, 13-18=-175/1505, 13-19=-29/1084, 12-19=-29/1084, 12-20=-29/1084, 11-20=-29/1084, 11-21=-101/1505, 21-22=-101/1505, 10-22=-101/1505 WEBS 5-11=-296/943, 7-11=-526/391, 5-13=-296/943, 3-13=-526/391, 3-14=-1821/133, 7-10=-1821/133 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=197, 10=197. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 16053203B OPTION Truss T02GE Truss Type Attic Supported Gable Qty 1 Ply 1 Gorman Bishop House Job Reference (optional) Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:35 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-hL?5GY??8KBd6XRtjKZIX9m5ezPGWdHt5JVrhazyTgI Scale = 1:68.8 W1 T1 T2 W1 B1 ST2 ST1 ST1W3 T3 B1 W3 B2 W4 W2 W2 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 1619 20 2x4 3x8 4x4 3x6 2x4 3x6 8x8 2x4 3x4 1.5x3 3x4 1.5x3 8x8 1.5x3 1.5x3 1.5x3 1.5x3 8-0-1211-0-0 5-6-0 5-6-0 16-6-0 11-0-0 22-0-0 5-6-0 5-6-0 5-6-0 11-0-0 5-6-0 16-6-0 5-6-0 22-0-0 5-6-0 23-6-0 1-6-0 2-2-011-4-02-2-010.00 12 Plate Offsets (X,Y)-- [8:0-1-4,0-1-8] LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-S 0.61 0.40 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.01 (loc) 8 8-9 10 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 Weight: 136 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B2: 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* W1: 2x6 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. JOINTS 1 Brace at Jt(s): 16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 22-0-0. (lb) - Max Horz15=-305(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 15, 10 except 13=-171(LC 8), 14=-373(LC 1), 11=-390(LC 1), 12=-144(LC 9) Max Grav All reactions 250 lb or less at joint(s) 14, 11 except 15=1056(LC 1), 10=1299(LC 1), 13=1087(LC 2), 12=1037(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-1011/100, 1-2=-824/116, 2-19=-824/210, 3-19=-634/228, 3-4=-333/84, 4-5=-292/82, 5-6=-330/67, 6-20=-626/226, 7-20=-790/208, 7-8=-843/111, 8-10=-1255/108 BOT CHORD 14-15=-259/308, 13-14=-45/504, 12-13=-40/487, 11-12=-38/503 WEBS 7-12=-598/304, 2-13=-647/329, 3-16=-302/209, 6-16=-302/209, 1-14=-96/528, 8-11=-79/557 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 10 except (jt=lb) 13=171, 14=373, 11=390, 12=144. 12) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job 16053203B OPTION Truss T03 Truss Type Piggyback Base Qty 8 Ply 1 Gorman Bishop House Job Reference (optional) Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:36 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-9XYTUu0dvdJUkh?3G24X4MJFTNcTF?a1JzFPD0zyTgH Scale = 1:66.7 T2 T3 T4 B1 B2 B3 W3 W6 W7 W8 W9 W10 W11 W2 W13 W12 W4 W5 T1 W11 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 24 25 26 4x6 8x8 5x6 3x8 6x8 5x6 5x12 5x10 4x8 3x8 4x6 3x8 5x12 MT18HS 4x6 3x12 MT18HS 0-10-0 0-10-0 8-3-8 7-5-8 11-4-13 3-1-5 15-9-0 4-4-3 18-7-3 2-10-3 30-0-0 11-4-13 -1-6-0 1-6-0 0-10-0 0-10-0 6-1-6 5-3-6 8-3-8 2-2-2 11-4-13 3-1-5 15-9-0 4-4-3 18-7-3 2-10-3 24-1-14 5-6-10 30-0-0 5-10-2 31-6-0 1-6-0 0-3-01-6-91-6-01-6-03-8-1211-0-010.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-2-8], [3:0-1-4,0-1-8], [5:0-5-0,0-3-0], [7:0-3-12,0-2-8], [12:Edge,0-2-12], [14:0-4-0,0-2-8], [17:0-2-12,Edge] LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-MS 0.67 0.98 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.36 -0.81 0.35 0.07 (loc) 12-13 12-13 12 16 l/defl >976 >440 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 204 lb FT = 4% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* T4,T5: 2x4 SPF 2100F 1.8E, T1: 2x6 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* B3: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* W2: 2x10 SP 2400F 2.0E, W13: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-5 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-12 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14, 6-13, 9-12, 3-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 12=2299/0-3-8 (req. 0-4-14), 18=2195/(0-3-8 + bearing block) (req. 0-4-11) Max Horz18=286(LC 7) Max Uplift12=-209(LC 9), 18=-213(LC 8) Max Grav12=3095(LC 18), 18=2986(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-5217/626, 3-20=-4653/654, 3-4=-2947/664, 4-5=-2849/684, 5-21=-2014/537, 6-21=-2014/537, 6-22=-1636/535, 7-22=-1635/536, 7-8=-2143/584, 8-9=-2530/551, 9-23=-252/237, 10-23=-837/219, 2-17=-485/227, 10-12=-1140/350 BOT CHORD 16-17=-438/1319, 15-16=-451/3983, 14-15=-129/1827, 13-14=-110/1620, 13-25=-181/2036, 25-26=-181/2036, 12-26=-181/2036 WEBS 2-16=-27/2516, 5-15=-324/1395, 6-15=-165/836, 6-14=-870/57, 6-13=-416/270, 7-13=-191/772, 9-13=-569/286, 9-12=-2432/330, 3-16=-331/3113, 3-15=-3332/469 NOTES- 1) 2x10 SP 2400F 2.0E bearing block 12" long at jt. attached to front face with 5 rows of 10d (0.131"x3") nails spaced 3" o.c. 20 Total fasteners. User Defined Bearing crushing capacity= 425psi. 2) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 3) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 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) * 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 = 10.0psf. 10) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 11) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=209 , 18=213. 13) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 Job 16053203B OPTION Truss T03 Truss Type Piggyback Base Qty 8 Ply 1 Gorman Bishop House Job Reference (optional) Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:36 2017 Page 2 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-9XYTUu0dvdJUkh?3G24X4MJFTNcTF?a1JzFPD0zyTgH LOAD CASE(S) Standard Job 16053203B OPTION Truss T04 Truss Type Attic Qty 13 Ply 1 Gorman Bishop House Job Reference (optional) Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:37 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-dj6shE0FgxRLLqaGqlbmcarOHm0T_aFAYd_ylSzyTgG Scale = 1:64.8 T2 T2 B1 W3W3 W4 W5 W1 W2 W1 W2 T1 T1 B2 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 1617 183x12 M18SHS 4x6 3x12 M18SHS 4x6 8x8 1.5x3 8x8 1.5x3 2x4 2x4 2x4 5x10 4x6 5x10 11-0-08-0-125-4-4 5-4-4 16-7-12 11-3-8 22-0-0 5-4-4 -1-6-0 1-6-0 5-4-4 5-4-4 6-8-2 1-3-14 8-7-9 1-11-7 11-0-0 2-4-7 13-4-7 2-4-7 15-3-14 1-11-7 16-7-12 1-3-14 22-0-0 5-4-4 23-6-0 1-6-0 2-2-011-4-02-2-010.00 12 Plate Offsets (X,Y)-- [12:Edge,0-2-0], [13:0-2-12,0-3-8], [14:0-2-12,0-3-8] LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-MS 0.79 0.73 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.40 -0.65 0.01 0.21 (loc) 13-14 13-14 12 14-15 l/defl >639 >397 n/a >999 L/d 240 180 n/a 360 PLATES MT20 M18SHS Weight: 143 lb FT = 4% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 DF 2850F 2.3E *Except* T1: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 *Except* B2: 2x10 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* W1: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 15=2027/0-3-8 (min. 0-3-3), 12=2027/0-3-8 (min. 0-3-3) Max Horz15=-273(LC 6) Max Uplift15=-142(LC 8), 12=-142(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1737/244, 3-4=-1421/251, 4-17=-1291/309, 5-17=-1073/337, 7-18=-1073/337, 8-18=-1291/309, 8-9=-1421/250, 9-10=-1737/244, 2-15=-1904/354, 10-12=-1904/354 BOT CHORD 14-15=-358/370, 13-14=-12/1097, 12-13=-88/288 WEBS 8-13=-76/343, 4-14=-76/343, 5-16=-1321/518, 7-16=-1321/518, 2-14=-115/910, 10-13=-118/910 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8, 5-16, 7-16 9) Bottom chord live load (30.0 psf) and additional bottom chord dead load (0.0 psf) applied only to room. 13-14 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=142 , 12=142. 11) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job 16053203B OPTION Truss T04GE Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Gorman Bishop House Job Reference (optional) Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:38 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-5wgEva1tRFZCz_9SOS6?9nOb2AVSj?JJnHkWIvzyTgF Scale = 1:68.2 W1 T2 T3 T2 W2 B1 B2 B3 ST9ST8ST7ST6ST5ST4 ST3 ST2 ST1 ST10 ST11 ST12 ST13 ST14 T1 T1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 39 40 41 42 43 44 3x8 4x4 3x4 5x6 5x6 3x4 4x4 3x4 3x4 4x4 0-10-0 0-10-0 8-3-8 7-5-8 15-9-0 7-5-8 30-0-0 14-3-0 -1-6-0 1-6-0 11-4-13 11-4-13 18-7-3 7-2-6 30-0-0 11-4-13 31-6-0 1-6-0 1-6-00-3-011-0-01-6-00-3-03-8-1211-0-010.00 12 6.00 12 Plate Offsets (X,Y)-- [9:0-2-4,Edge], [13:0-2-0,0-1-13], [14:0-3-0,0-3-0], [19:0-2-0,0-1-12], [29:0-2-0,0-1-0], [38:0-4-0,0-0-0] LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-R 0.66 0.17 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.07 0.01 (loc) 20 19-20 21 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 Weight: 191 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x10 SP 2400F 2.0E *Except* W2: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (10-0-0 max.): 9-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 13-27, 12-28, 11-30, 10-31, 14-26 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 30-0-0. (lb) - Max Horz38=284(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 29, 28, 30, 35, 36, 26, 25, 24, 23 except 38=-315(LC 6), 21=-315(LC 7), 34=-110(LC 7), 33=-117(LC 8), 37=-236(LC 7), 22=-276(LC 6) Max Grav All reactions 250 lb or less at joint(s) 34, 29, 22 except 38=591(LC 18), 21=448(LC 18), 27=351(LC 18), 28=450(LC 17), 30=424(LC 17), 31=427(LC 17), 32=422(LC 18), 33=428(LC 18), 35=426(LC 18), 36=443(LC 18), 37=395(LC 18), 26=457(LC 18), 25=387(LC 18), 24=433(LC 18), 23=456(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-38=-524/188, 5-6=-51/345, 6-7=-53/472, 7-8=0/482, 8-9=-49/413, 9-10=0/419, 10-41=0/419, 11-41=0/419, 11-12=0/419, 12-42=0/419, 13-42=0/419, 13-14=-88/493, 14-15=-57/391, 15-16=-80/294, 18-19=-256/264, 19-21=-441/243 WEBS 13-27=-309/0, 12-28=-417/59, 11-30=-389/130, 10-31=-386/10, 8-32=-381/0, 6-33=-395/196, 5-35=-388/134, 4-36=-398/138, 3-37=-369/189, 14-26=-417/142, 15-25=-347/133, 16-24=-393/144, 17-23=-416/151 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 1.5x3 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) * 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.Continued on page 2 Job 16053203B OPTION Truss T04GE Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Gorman Bishop House Job Reference (optional) Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:38 2017 Page 2 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-5wgEva1tRFZCz_9SOS6?9nOb2AVSj?JJnHkWIvzyTgF NOTES- 13) Bearing at joint(s) 38 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 28, 30, 35, 36, 26, 25, 24, 23 except (jt=lb) 38=315, 21=315, 34=110, 33=117, 37=236, 22=276. 15) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 34, 30, 31, 32, 33, 35, 36, 37. 16) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 17) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16053203B OPTION Truss T05 Truss Type Roof Special Qty 7 Ply 1 Gorman Bishop House Job Reference (optional) Run: 7.640 s Apr 22 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:38 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-5wgEva1tRFZCz_9SOS6?9nOXpAJtjs8JnHkWIvzyTgF Scale = 1:46.5 T2 T3 B1 W3 W4 W5 W6 W7 W1 W2 W9 W8 T1 B1 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 3x8 3x10 MT20HS 4x12 1.5x3 4x6 3x8 4x8 1.5x3 4x8 6x8 6x6 2x4 8-3-14 8-3-14 16-0-0 7-8-2 23-11-3 7-11-3 28-0-0 4-0-13 -0-10-0 0-10-0 8-3-14 8-3-14 16-0-0 7-8-2 23-11-3 7-11-3 28-0-0 4-0-13 28-10-0 0-10-0 1-6-05-6-01-6-03.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-0-8,0-2-0], [5:0-3-9,0-2-4], [6:0-3-6,0-1-8] LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-MS 0.94 0.92 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.39 0.15 0.10 (loc) 11-13 11-13 9 11-13 l/defl >999 >854 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 119 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T3: 2x4 DF 2850F 2.3E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* W1: 2x8 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-11, 6-11, 3-14, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 14=1827/0-3-8 (min. 0-2-14), 9=1809/0-3-8 (min. 0-2-13) Max Horz14=-66(LC 9) Max Uplift14=-239(LC 6), 9=-207(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-643/264, 3-15=-2461/767, 4-15=-2451/769, 4-5=-2358/786, 5-16=-2534/785, 6-16=-2546/760, 2-14=-683/342 BOT CHORD 13-14=-851/3117, 12-13=-854/3113, 11-12=-854/3113, 10-11=-681/2425, 9-10=-679/2428 WEBS 3-13=0/321, 3-11=-1125/330, 5-11=-101/578, 6-11=-501/259, 6-10=0/261, 3-14=-2803/749, 6-9=-2880/810 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) TCLL: ASCE 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 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) 14=239, 9=207. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 16053203B OPTION Truss T05GE Truss Type Common Supported Gable Qty 1 Ply 1 Gorman Bishop House Job Reference (optional) Run: 8.030 s Oct 5 2016 Print: 8.030 s Oct 5 2016 MiTek Industries, Inc. Thu Jan 05 08:34:39 2017 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:LAGFckcuz?T0liHCEaxE_kz92c1-a6Ec6w2VCYh3b8keyAdEh?xoYaqaSR3T?xT3qLzyTgE Scale = 1:74.8 W1 T2 T2 W1 B1 ST7 ST6 ST5 ST4 ST3 ST2ST1 ST6 ST5 ST4 ST3 ST2 ST1 T1 T1 B2 1 2 3 4 5 6 7 89 10 11 12 13 14 15 16 17 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 37 36 3x4 4x4 3x4 4x4 3x4 3x4 4x4 3x4 26-0-0 26-0-0 -1-6-0 1-6-0 13-0-0 13-0-0 26-0-0 13-0-0 27-6-0 1-6-0 1-6-012-4-01-6-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [18:0-2-0,0-1-12], [20:Edge,0-1-8] LOADING (psf) TCLL (Roof Snow=42.0) TCDL BCLL BCDL 42.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB Matrix-R 0.55 0.18 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.09 0.01 (loc) 19 18-19 20 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 Weight: 170 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 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 10-28, 9-29, 7-30, 11-27, 13-25 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 26-0-0. (lb) - Max Horz35=326(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 33, 27, 25, 24, 23, 22 except 35=-437(LC 6), 20=-375(LC 7), 34=-393(LC 7), 21=-349(LC 6) Max Grav All reactions 250 lb or less at joint(s) except 35=528(LC 12), 20=528(LC 12), 28=398(LC 9), 29=412(LC 2), 30=337(LC 2), 31=269(LC 1), 32=264(LC 2), 33=288(LC 2), 34=335(LC 6), 27=412(LC 3), 25=337(LC 3), 24=269(LC 1), 23=264(LC 3), 22=288(LC 3), 21=291(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-35=-525/314, 2-3=-333/321, 5-6=-64/258, 6-37=-51/349, 7-37=0/360, 7-8=-40/470, 8-9=0/474, 9-10=-104/558, 10-11=-104/558, 11-12=0/474, 12-13=-85/470, 13-36=0/360, 14-36=-51/349, 14-15=-53/258, 17-18=-288/276, 18-20=-525/273 WEBS 10-28=-606/0, 9-29=-372/110, 7-30=-297/159, 11-27=-372/110, 13-25=-297/159 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 7-05; Pf=42.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x3 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 29, 30, 31, 32, 33, 27 , 25, 24, 23, 22 except (jt=lb) 35=437, 20=375, 34=393, 21=349. 13) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard