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31A-331 16081664 RT Profiles - Prelim 8-19-16Job 16081664B Truss CJ01 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:45:58 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-rn3h45NPq2OyxNfPMuO7e6_BMPB7K0YNMBWnm?ymLjt Scale = 1:14.5 T1 W1 B1 1 2 3 4 5 6 7 2x4 2x4 2x4 2x4 NAILED NAILED NAILED NAILED -2-7-13 2-7-13 5-1-13 5-1-13 0-6-62-4-43-2-154.24 12 Plate Offsets (X,Y)-- [2:0-0-8,0-0-1] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.81 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 2-4 2-4 2 l/defl >999 >999 n/a **** L/d 240 180 n/a 360 PLATES MT20 Weight: 26 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=157/Mechanical, 2=632/0-7-6 Max Horz2=114(LC 5) Max Uplift4=-105(LC 11), 2=-180(LC 5) Max Grav4=207(LC 2), 2=756(LC 11) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=84, 2-5=-105, 5-6=-77, 3-6=23, 3-4=-110 BOT CHORD 2-7=0, 4-7=0 JOINT STRESS INDEX 2 = 0.00, 2 = 0.00, 3 = 0.00 and 4 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 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 19.8 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 105 lb uplift at joint 4 and 180 lb uplift at joint 2. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-100, 2-4=-20 Concentrated Loads (lb) Vert: 6=70(F=35, B=35) Job 16081664B Truss CJ02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:45:58 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-rn3h45NPq2OyxNfPMuO7e6_CFP5qK0YNMBWnm?ymLjt Scale = 1:14.5 T1 W1 B1 HW1 1 2 3 4 5 6 7 2x4 2x4 2x4 3x10 MT20HS 2x4 NAILED NAILED NAILED NAILED 1-2-7 1-2-7 -2-7-13 2-7-13 5-1-13 5-1-13 0-6-62-4-43-2-154.24 12 Plate Offsets (X,Y)-- [2:0-0-8,0-0-1] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.76 0.51 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 2-4 2-4 2 l/defl >999 >999 n/a **** L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 27 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=171/Mechanical, 2=621/0-4-15 Max Horz2=114(LC 5) Max Uplift4=-89(LC 11), 2=-173(LC 5) Max Grav4=221(LC 2), 2=726(LC 11) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=84, 2-5=-102, 5-6=-72, 3-6=27, 3-4=-123 BOT CHORD 2-7=0, 4-7=0 JOINT STRESS INDEX 2 = 0.00, 2 = 0.00, 2 = 0.00, 3 = 0.00 and 4 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 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 19.8 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 4 and 173 lb uplift at joint 2. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-100, 2-4=-20 Concentrated Loads (lb) Vert: 6=70(F=35, B=35) Job 16081664B Truss CJ03 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:45:59 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-Jzd3HRO1bLWpZXEbwbwMAKWNRoXy3TWWarGKIRymLjs Scale = 1:15.1 W1 T1 B1 W21 2 5 4 6 7 3 8 2x4 4x4 3x6 NAILED NAILED NAILED NAILED -2-7-13 2-7-13 4-0-0 4-0-0 1-5-82-10-82-10-84.24 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.73 0.07 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 -0.00 -0.00 (loc) 4-5 4-5 3 4-5 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 25 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=551/0-7-6, 3=5/Mechanical, 4=37/Mechanical Max Horz5=103(LC 5) Max Uplift5=-205(LC 5), 3=-230(LC 11), 4=-8(LC 5) Max Grav5=707(LC 11), 3=43(LC 15), 4=77(LC 4) FORCES.(lb) - First Load Case Only TOP CHORD 2-5=-514, 1-2=93, 2-6=-78, 6-7=-65, 3-7=-51 BOT CHORD 5-8=0, 4-8=0 WEBS 2-4=-0 JOINT STRESS INDEX 2 = 0.00, 4 = 0.00 and 5 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 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 19.8 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 205 lb uplift at joint 5, 230 lb uplift at joint 3 and 8 lb uplift at joint 4. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-3=-100, 4-5=-20 Concentrated Loads (lb) Vert: 7=141(F=70, B=70) 8=3(F=2, B=2) Job 16081664B Truss CJ04 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:00 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-o9BRVnOfMfegBgpnUJRbjX3esCtXovogpV?uquymLjr Scale = 1:15.1 T1 W3 B1 W2 W11 2 3 5 4 6 73x4 1.5x3 3x4 3x4 1.5x3 NAILED NAILED NAILED NAILED 2-10-11 2-10-11 6-7-13 3-9-2 3-3-8 3-3-8 6-7-13 3-4-5 0-6-42-10-84.24 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.37 0.11 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 -0.00 -0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 23 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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. REACTIONS.(lb/size) 4=14/Mechanical, 5=669/0-7-12 Max Horz5=89(LC 5) Max Uplift4=-160(LC 11), 5=-180(LC 5) Max Grav4=49(LC 14), 5=699(LC 2) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=407, 2-6=-60, 3-6=11, 3-4=-66 BOT CHORD 1-5=-305, 5-7=-201, 4-7=-201 WEBS 2-4=216, 2-5=-589 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00 and 5 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 160 lb uplift at joint 4 and 180 lb uplift at joint 5. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-100, 1-4=-20 Concentrated Loads (lb) Vert: 6=96(F=48, B=48) 7=2(F=1, B=1) Job 16081664B Truss CJ05 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:00 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-o9BRVnOfMfegBgpnUJRbjX3WgCtXovKgpV?uquymLjr Scale = 1:15.8 T1 W3 B1 W2W1 1 2 3 5 4 6 73x4 1.5x3 3x4 3x4 1.5x3 Special NAILED Special NAILED 2-10-11 2-10-11 7-1-13 4-3-2 3-6-8 3-6-8 7-1-13 3-7-5 0-6-43-0-104.24 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.89 0.11 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.01 -0.00 -0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 4=53/Mechanical, 5=563/0-7-12 Max Horz5=96(LC 14) Max Uplift4=-151(LC 13), 5=-164(LC 5) Max Grav4=94(LC 2), 5=595(LC 2) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=474, 2-6=-24, 3-6=-53, 3-4=-100 BOT CHORD 1-5=-367, 5-7=-186, 4-7=-186 WEBS 2-4=199, 2-5=-524 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00 and 5 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 151 lb uplift at joint 4 and 164 lb uplift at joint 5. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 58 lb down and 374 lb up at 4-4-15, and 58 lb down and 374 lb up at 4-4-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-100, 1-4=-20 Concentrated Loads (lb) Vert: 6=196(F=98, B=98) 7=29(F=14, B=14) Job 16081664B Truss CJ06 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:01 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-GMkpi7PH7zmXpqO_20yqFlckhcD4XLpp29lRNKymLjq Scale = 1:13.1 T1 W2 B1 W1 1 2 4 3 5 6 73x4 4x4 3x6 2x4 Special NAILED Special NAILED 2-10-11 2-10-11 5-6-0 5-6-0 0-6-42-5-104.24 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.68 0.09 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 3-4 3-4 3-4 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 19 lb FT = 4% GRIP 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 5-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 3=-142/Mechanical, 4=549/0-7-12 Max Horz4=75(LC 14) Max Uplift3=-469(LC 12), 4=-169(LC 5) Max Grav3=96(LC 14), 4=570(LC 2) FORCES.(lb) - First Load Case Only TOP CHORD 1-5=649, 5-6=662, 2-6=667, 2-3=135 BOT CHORD 1-4=-603, 4-7=0, 3-7=0 WEBS 2-4=-769 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00 and 4 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 469 lb uplift at joint 3 and 169 lb uplift at joint 4. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down and 378 lb up at 4-3-8, and 60 lb down and 378 lb up at 4-3-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 1-3=-20 Concentrated Loads (lb) Vert: 6=206(F=103, B=103) 7=30(F=15, B=15) Job 16081664B Truss H01 Truss Type Hip Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:02 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-kYIBvSQwuGuOQ_zAbkT3oy8rb0RdGdGyHpU_vmymLjp Scale = 1:51.0 T1 T2 T1 B1 B2 B3 B2 B1 W1 W2 W3 W4 W5 W4 W3 W2 W1 BL1 BL1 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 5x6 7x14 MT20HS 3x4 5x12 MT18HS 5x12 MT18HS 3x4 7x14 MT20HS 3x4 4x4 5x6 3x8 3x4 0-7-4 0-7-4 6-10-4 6-3-0 11-8-12 4-10-8 15-9-4 4-0-8 20-7-12 4-10-8 26-10-12 6-3-0 27-6-0 0-7-4 -1-10-8 1-10-8 0-7-4 0-7-4 6-10-4 6-3-0 11-8-12 4-10-8 15-9-4 4-0-8 20-7-12 4-10-8 26-10-12 6-3-0 27-6-0 0-7-4 29-4-8 1-10-8 1-9-50-10-17-7-117-11-91-9-50-10-12-9-94-10-16.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-4-4,Edge], [3:0-1-12,0-1-8], [4:0-3-0,0-2-0], [5:0-3-8,0-2-4], [6:0-1-12,0-1-8], [7:0-4-4,Edge], [11:0-2-0,0-1-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.86 0.58 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.32 -0.50 0.38 0.09 (loc) 12-13 12-13 16 12 l/defl >969 >624 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS MT18HS Weight: 125 lb FT = 4% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T2: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B3: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* W1: 2x4 SPF 2100F 1.8E OTHERS 2x8 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-5-10 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-14,9-10. REACTIONS.(lb/size) 15=1823/0-5-8, 16=1822/0-5-8 Max Horz15=125(LC 8) Max Uplift15=-261(LC 8), 16=-261(LC 9) Max Grav15=2541(LC 18), 16=2541(LC 18) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=117, 2-17=-3946, 3-17=-3791, 3-18=-2523, 4-18=-2407, 4-5=-2131, 5-19=-2408, 6-19=-2524, 6-20=-3791, 7-20=-3946, 7-8=117 BOT CHORD 14-15=41, 2-15=-1781, 13-14=83, 12-13=3348, 11-12=2130, 10-11=3347, 9-10=83, 9-16=41, 7-16=-1781 WEBS 2-13=3373, 3-13=645, 3-12=-1323, 4-12=663, 4-11=2, 5-11=664, 6-11=-1322, 6-10=644, 7-10=3372 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 15 = 0.00, 16 = 0.00 and 16 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Bearing at joint(s) 15, 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 lb uplift at joint 15 and 261 lb uplift at joint 16. 11) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss H02 Truss Type Hip Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:03 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-Cksa7oRYfa0F28YM9R_ILAh3vQkV?6i6VTEYRDymLjo Scale = 1:51.0 T1 T2 T1 B1 B2 B3 B2 B1 W2 W3 W4 W5 W4 W3 W2 W1BL1W1 BL1 B4 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 5x6 4x6 7x16 MT18HS 2x4 6x8 3x10 MT20HS 6x6 2x4 7x16 MT18HS 3x4 3x4 3x8 3x4 0-7-4 0-7-4 4-10-4 4-3-0 9-8-12 4-10-8 17-9-4 8-0-8 22-7-12 4-10-8 26-10-12 4-3-0 27-6-0 0-7-4 -1-10-8 1-10-8 0-7-4 0-7-4 4-10-4 4-3-0 9-8-12 4-10-8 17-9-4 8-0-8 22-7-12 4-10-8 26-10-12 4-3-0 27-6-0 0-7-4 29-4-8 1-10-8 1-9-50-10-16-7-116-11-91-9-50-10-11-9-94-10-16.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-6-4,Edge], [4:0-3-0,0-1-12], [5:0-3-4,0-2-0], [7:0-6-4,Edge], [14:0-4-4,0-3-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.70 0.80 0.71 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.38 0.16 0.05 (loc) 13 12-13 17 12-13 l/defl >999 >823 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS MT18HS Weight: 127 lb FT = 4% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T2: 2x6 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x8 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, except 2-0-0 oc purlins (4-8-2 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-12 REACTIONS.(lb/size) 16=1822/0-5-8, 17=1822/0-5-8 Max Horz16=112(LC 8) Max Uplift16=-248(LC 8), 17=-248(LC 9) Max Grav16=2306(LC 18), 17=2306(LC 18) FORCES.(lb) - First Load Case Only TOP CHORD 1-18=100, 2-18=117, 2-3=-2839, 3-4=-2364, 4-19=-2026, 19-20=-2026, 5-20=-2026, 5-6=-2366, 6-7=-2838, 7-21=117, 8-21=100 BOT CHORD 15-16=73, 2-16=-1749, 14-15=-77, 13-14=2442, 12-13=2024, 11-12=2441, 10-11=2441, 9-10=-77, 9-17=73, 7-17=-1749 WEBS 3-14=9, 3-13=-451, 4-13=344, 4-12=3, 5-12=344, 6-12=-447, 6-10=8, 7-10=2491, 2-14=2493 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 16 = 0.00, 17 = 0.00 and 17 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Bearing at joint(s) 16, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 248 lb uplift at joint 16 and 248 lb uplift at joint 17. 11) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss H03 Truss Type Hip Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:03 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-Cksa7oRYfa0F28YM9R_ILAh1TQoF?BE6VTEYRDymLjo Scale = 1:50.5 T1 T2 T1 B1 B2 B3 B2 B1W1 W2 W3 W4 W5 W6 W5 W4 W3 W2 W1 BL1 BL1 B41 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 4x6 7x16 MT18HS 2x4 4x6 3x4 4x6 2x4 7x16 MT18HS 3x4 3x4 4x8 4x6 2x4 3x4 3x4 0-7-4 0-7-4 2-10-4 2-3-0 7-8-12 4-10-8 13-9-0 6-0-4 19-9-4 6-0-4 24-7-12 4-10-8 26-10-12 2-3-0 27-6-0 0-7-4 -1-10-8 1-10-8 0-7-4 0-7-4 2-10-4 2-3-0 7-8-12 4-10-8 13-9-0 6-0-4 19-9-4 6-0-4 24-7-12 4-10-8 26-10-12 2-3-0 27-6-0 0-7-4 29-4-8 1-10-8 1-9-50-10-15-7-115-11-91-9-50-10-14-10-16.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-6-4,Edge], [4:0-3-8,0-1-12], [6:0-3-8,0-1-12], [8:0-6-4,Edge], [10:0-2-0,0-0-12], [11:0-3-0,0-2-4], [16:0-3-0,0-2-4], [17:0-2-0,0-0-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.79 0.56 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.21 0.06 0.04 (loc) 14 14-15 19 14 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 128 lb FT = 4% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x8 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins, except 2-0-0 oc purlins (3-7-13 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17,10-11. REACTIONS.(lb/size) 18=1823/0-5-8, 19=1822/0-5-8 Max Horz18=99(LC 8) Max Uplift18=-232(LC 8), 19=-232(LC 9) Max Grav18=2072(LC 18), 19=2072(LC 18) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=117, 2-3=-1539, 3-4=-2026, 4-20=-2246, 5-20=-2245, 5-21=-2245, 6-21=-2246, 6-7=-2026, 7-8=-1539, 8-9=117 BOT CHORD 17-18=73, 2-18=-1750, 16-17=-144, 15-16=1385, 14-15=1719, 13-14=1719, 12-13=1719, 11-12=1385, 10-11=-144, 10-19=73, 8-19=-1750 WEBS 2-16=1630, 3-16=-711, 3-15=368, 4-15=-41, 4-14=660, 5-14=-672, 6-14=660, 6-12=-41, 7-12=368, 7-11=-711, 8-11=1630 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 18 = 0.00, 19 = 0.00 and 19 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Bearing at joint(s) 18, 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 18 and 232 lb uplift at joint 19. 11) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss H04 Truss Type Hip Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:04 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-gxQyK8SAQu86gI6Yj8VXtNEBLp7okcRFk7z5zfymLjn Scale = 1:50.5 T1 T2 T1 B1 B2 B1W1 W2 W3 W4 W5 W2 W1 BL1 BL1 T3 B3 O1 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 5x10 WB 5x6 7x16 MT18HS 2x4 3x6 7x16 MT18HS 3x6 4x6 4x8 2x4 3x6 2x4 0-7-4 0-7-4 0-10-4 0-3-0 5-8-12 4-10-8 13-9-0 8-0-4 21-9-4 8-0-4 26-7-12 4-10-8 26-10-12 0-3-0 27-6-0 0-7-4 -1-10-8 1-10-8 0-7-4 0-7-4 5-8-12 5-1-8 13-9-0 8-0-4 21-9-4 8-0-4 26-10-12 5-1-8 27-6-0 0-7-4 29-4-8 1-10-8 2-1-31-1-154-11-92-1-31-1-154-10-16.00 12 Plate Offsets (X,Y)-- [2:0-6-4,Edge], [3:0-3-4,0-1-12], [4:0-5-0,Edge], [6:0-3-4,0-1-12], [7:0-6-4,Edge], [10:0-2-4,0-1-8], [12:0-4-0,0-1-8], [13:0-2-4,0-1-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.85 0.60 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.27 -0.03 0.04 (loc) 12 10-12 16 12 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 131 lb FT = 4% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T2: 2x4 DF 2850F 2.3E, T3: 2x6 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x8 SP No.1 *Except* O1: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-13 oc purlins, except 2-0-0 oc purlins (3-1-4 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 15=1823/0-5-8, 16=1822/0-5-8 Max Horz15=86(LC 8) Max Uplift15=-214(LC 8), 16=-214(LC 9) Max Grav15=1887(LC 17), 16=1887(LC 17) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=117, 2-3=-1623, 3-4=-2373, 4-17=-2373, 5-17=-2380, 5-18=-2374, 6-18=-2372, 6-7=-1630, 7-8=117 BOT CHORD 14-15=33, 2-15=-1790, 13-14=-30, 12-13=1354, 11-12=1367, 10-11=1367, 9-10=-30, 9-16=33, 7-16=-1790 WEBS 2-13=1488, 3-13=-437, 3-12=1170, 5-12=-971, 6-12=1153, 6-10=-442, 7-10=1501 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 15 = 0.00, 16 = 0.00 and 16 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Bearing at joint(s) 15, 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 214 lb uplift at joint 15 and 214 lb uplift at joint 16. 11) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss H05 Truss Type Hip Girder Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:05 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-87_KYUSoBBGzHShlHs0mQbmLBDRAT23PznjfW5ymLjm Scale = 1:49.5 T1 T2 T1 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 W1 HW2 T3 B2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 26 27 28 29 30 3x4 3x8 4x4 2x4 3x4 4x6 3x4 4x4 3x6 4x4 3x4 3x4 4x4 2x4 3x8 3x10 MT20HS Special Special Special Special Special Special Special Special Special Special HJC26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED HJC26 3-8-12 3-8-12 7-8-15 4-0-3 11-9-1 4-0-3 15-9-4 4-0-3 19-9-4 4-0-0 23-9-4 4-0-0 27-6-0 3-8-12 -1-10-8 1-10-8 3-8-12 3-8-12 8-8-14 5-0-2 13-9-0 5-0-2 18-9-2 5-0-2 23-9-4 5-0-2 27-6-0 3-8-12 29-4-8 1-10-8 0-6-62-4-123-1-90-6-62-4-126.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-8], [3:0-3-0,0-1-12], [7:0-1-12,0-1-8], [8:0-2-4,0-1-12], [9:0-0-12,0-1-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.90 0.66 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.10 0.03 0.02 (loc) 16 16-17 9 16 l/defl >999 >999 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 No.2 *Except* T3: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-7 oc purlins, except 2-0-0 oc purlins (3-1-13 max.): 3-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 13-15,12-13. REACTIONS.(lb/size) 2=1251/0-5-8, 13=2569/0-5-8, 9=868/0-3-8 Max Horz2=59(LC 20) Max Uplift2=-203(LC 7), 13=-275(LC 6), 9=-178(LC 8) Max Grav2=1456(LC 17), 13=3171(LC 16), 9=1132(LC 17) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=74, 2-3=-1653, 3-18=-1517, 18-19=-1517, 19-20=-1516, 4-20=-1516, 4-5=-472, 5-21=-472, 6-21=-472, 6-22=1628, 22-23=1628, 7-23=1628, 7-24=-113, 24-25=-114, 25-26=-114, 8-26=-114, 8-9=-927, 9-10=74 BOT CHORD 2-17=1353, 17-27=1337, 16-27=1337, 16-28=1501, 15-28=1501, 14-15=-279, 13-14=-279, 13-29=-79, 12-29=-79, 12-30=708, 11-30=708, 9-11=726 WEBS 3-17=224, 3-16=201, 4-16=35, 4-15=-1239, 6-15=1069, 6-13=-1909, 7-13=-1870, 7-12=432, 8-12=-665, 8-11=249 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 9 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00 and 17 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 203 lb uplift at joint 2, 275 lb uplift at joint 13 and 178 lb uplift at joint 9. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent spaced at 19-11-12 oc max. starting at 3-9-2 from the left end to 23-8-14 to connect truss(es) J03 (1 ply 2x4 SPF), CJ01 (1 ply 2x6 SPF), J03 (1 ply 2x4 SPF), CJ02 (1 ply 2x6 SPF) to front face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 24 lb up at 3-8-12, 103 lb down and 24 lb up at 5-9-0, 103 lb down and 24 lb up at 7-9-0, 103 lb down and 24 lb up at 9-9-0, 103 lb down and 24 lb up at 11-9-0, 103 lb down and 24 lb up at 13-9-0, 79 lb down and 18 lb up at 15-9-0, 103 lb down and 24 lb up at 17-9-0, 103 lb down and 24 lb up at 19-9-0, and 103 lb down and 24 lb up at 21-9-0, and 103 lb down and 24 lb up at 23-9-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 17) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-100, 3-8=-100, 8-10=-100, 2-9=-20 Continued on page 2 Job 16081664B Truss H05 Truss Type Hip Girder Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:05 2016 Page 2 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-87_KYUSoBBGzHShlHs0mQbmLBDRAT23PznjfW5ymLjm LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-47(F) 14=-15(F) 17=-194(F) 16=-15(F) 3=-47(F) 15=-15(F) 6=-47(F) 12=-15(F) 8=-47(F) 11=-208(F) 18=-47(F) 20=-47(F) 21=-47(F) 22=-23 23=-47(F) 24=-47(F) 26=-47(F) 27=-15(F) 28=-15(F) 29=-15(F) 30=-15(F) Job 16081664B Truss H06 Truss Type Hip Girder Qty 1 Ply 2 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:06 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-cJYilqTQyVOqvbGxqZY?yoJagdqFCTHYBRSC2XymLjl Scale = 1:19.3 T1 T2 T3 B1 W3 W4 W3 W5 W1 W2 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 16 3x6 12x12 8x8 10x12 5x6 4x10 4x4 SKH24L NAILED NAILED SKH24R JH20 JH20 JH20 Special 2-11-0 2-11-0 7-5-0 4-6-0 10-1-4 2-8-4 12-2-8 2-1-4 2-11-0 2-11-0 7-5-0 4-6-0 12-2-8 4-9-8 1-5-82-11-00-6-42-11-06.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [3:0-3-0,0-1-12], [6:0-3-8,0-6-4], [7:0-3-8,0-6-4], [8:Edge,0-10-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.66 0.48 0.72 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.07 -0.12 0.01 0.03 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 140 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-11 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=5581/0-5-8, 5=4999/0-5-8 Max Horz8=-56(LC 29) Max Uplift8=-661(LC 7), 5=-708(LC 8) Max Grav8=5614(LC 16), 5=5176(LC 16) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=-6328, 2-9=-5295, 9-10=-5295, 3-10=-5295, 3-11=-1378, 4-11=-1393, 1-8=-5121 BOT CHORD 8-12=273, 7-12=273, 7-13=5443, 13-14=5443, 14-15=5443, 15-16=5443, 6-16=5443, 5-6=5520, 4-5=1137 WEBS 2-7=2553, 2-6=-168, 3-6=3811, 3-5=-5727, 1-7=5743 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00 and 8 = 0.00 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 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 6-3 2x4 - 1 row at 0-8-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-05; Pf=40.0 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) Provide adequate drainage to prevent water ponding. 7) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 661 lb uplift at joint 8 and 708 lb uplift at joint 5. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Use USP SKH24L (With 16d nails into Girder & NA9D nails into Truss) or equivalent at 2-11-0 from the left end to connect truss(es) CJ04 (1 ply 2x4 SPF) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 14) Use USP SKH24R (With 16d nails into Girder & NA9D nails into Truss) or equivalent at 7-5-0 from the left end to connect truss(es) CJ04 (1 ply 2x4 SPF) to front face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 15) Use USP JH20 (With 10d nails into Girder & 10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-8-0 from the left end to 5-8-0 to connect truss(es) T14 (1 ply 2x4 SPF), T15 (1 ply 2x4 SPF), T16 (1 ply 2x4 SPF) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 18) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2543 lb down and 341 lb up at 7-8-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job 16081664B Truss H06 Truss Type Hip Girder Qty 1 Ply 2 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:06 2016 Page 2 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-cJYilqTQyVOqvbGxqZY?yoJagdqFCTHYBRSC2XymLjl LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-100, 2-3=-100, 3-4=-100, 4-8=-20 Concentrated Loads (lb) Vert: 7=-20(F) 6=-2563(F=-20, B=-2543) 12=-2156(B) 13=-2133(B) 14=-80(F) 15=-2100(B) 16=-80(F) Job 16081664B Truss H07 Truss Type Hip Qty 2 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:07 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-4W64zAU2ipWhXlr7OH3EV0sk017gxs8hQ5Cla_ymLjk Scale = 1:57.8 T2 T3 T2 B1 W2 W3 W4 W5 W4 W3 W2 W1 W1 T1 T1 B3B2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 4x4 5x6 4x4 4x6 3x10 MT20HS 6x8 2x4 3x4 4x6 3x8 6x8 2x4 4x6 3x10 MT20HS4x8 4x8 2-1-4 2-1-4 8-4-1 6-2-13 16-5-12 8-1-11 19-3-4 2-9-8 27-4-15 8-1-11 33-7-12 6-2-13 35-9-0 2-1-4 8-4-1 8-4-1 16-5-12 8-1-11 19-3-4 2-9-8 27-4-15 8-1-11 35-9-0 8-4-1 0-6-48-9-20-6-48-9-26.00 12 Plate Offsets (X,Y)-- [1:0-3-1,0-2-6], [2:0-3-9,0-2-8], [3:0-2-0,Edge], [4:0-3-12,0-1-12], [5:0-4-0,0-2-8], [6:0-2-0,Edge], [7:0-3-9,0-2-8], [8:0-3-1,0-2-6] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.75 0.66 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.24 -0.44 0.15 0.07 (loc) 13-15 13-15 9 13-15 l/defl >999 >876 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 179 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 DF 2850F 2.3E *Except* T3: 2x4 SPF No.2, T1: 2x6 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except 2-0-0 oc purlins (3-0-2 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 4-12, 7-12 2 Rows at 1/3 pts 2-16, 7-9 REACTIONS.(lb/size) 16=2145/0-5-8, 9=2145/0-5-8 Max Horz16=-120(LC 6) Max Uplift16=-254(LC 8), 9=-254(LC 9) Max Grav16=3026(LC 17), 9=3026(LC 17) FORCES.(lb) - First Load Case Only TOP CHORD 1-17=89, 17-18=251, 2-18=470, 2-3=-2271, 3-4=-2031, 4-5=-1809, 5-6=-2033, 6-7=-2273, 7-19=469, 19-20=250, 8-20=88 BOT CHORD 1-16=-223, 15-16=2461, 14-15=2461, 13-14=2461, 12-13=1808, 11-12=2460, 10-11=2460, 9-10=2460, 8-9=-222 WEBS 2-15=111, 2-13=-732, 4-13=461, 4-12=4, 5-12=462, 7-12=-729, 7-11=109, 2-16=-3219, 7-9=-3217 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00 and 16 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 254 lb uplift at joint 16 and 254 lb uplift at joint 9. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss H08 Truss Type Hip Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:07 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-4W64zAU2ipWhXlr7OH3EV0siZ19KxsJhQ5Cla_ymLjk Scale = 1:50.4 T2 T3 T2 B1 W2 W3 W4 W5 W4 W3 W2 W1 HW1 W1 HW1 T1 T1 B2 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 3x12 MT18HS 12x18 MT18HS 3x12 MT18HS 6x6 3x10 MT20HS 4x10 2x4 3x4 5x6 3x8 4x10 2x4 4x6 4x6 6x6 2-1-4 2-1-4 7-5-15 5-4-11 14-9-8 7-3-9 16-5-8 1-8-0 23-9-1 7-3-9 29-1-12 5-4-11 31-3-0 2-1-4 7-5-15 7-5-15 14-9-8 7-3-9 16-5-8 1-8-0 23-9-1 7-3-9 31-3-0 7-5-15 0-6-47-11-00-6-47-11-06.00 12 Plate Offsets (X,Y)-- [1:0-0-3,0-2-8], [2:0-4-13,0-1-8], [4:0-3-8,0-2-4], [5:0-2-4,0-9-8], [7:0-4-13,0-1-8], [8:0-0-3,0-2-8], [9:0-2-12,0-2-0], [12:0-3-4,0-1-8], [15:0-2-12,0-2-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.85 0.55 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.31 0.11 0.05 (loc) 13-14 13-14 9 13-14 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS MT18HS Weight: 149 lb FT = 4% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T3: 2x4 SPF No.2, T1: 2x4 DF 2850F 2.3E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-1-15 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-15,8-9. WEBS 1 Row at midpt 2-15, 7-9 REACTIONS.(lb/size) 15=1875/0-5-8, 9=1875/0-5-8 Max Horz15=-108(LC 6) Max Uplift15=-232(LC 8), 9=-232(LC 9) Max Grav15=2732(LC 17), 9=2732(LC 17) FORCES.(lb) - First Load Case Only TOP CHORD 1-16=283, 2-16=481, 2-17=-1859, 3-17=-1717, 3-4=-1670, 4-5=-1488, 5-6=-1673, 6-18=-1719, 7-18=-1861, 7-19=480, 8-19=282 BOT CHORD 1-15=-250, 14-15=1963, 13-14=1963, 12-13=1486, 11-12=1486, 10-11=1962, 9-10=1962, 8-9=-249 WEBS 2-14=93, 2-13=-537, 4-13=354, 4-11=9, 5-11=356, 7-11=-534, 7-10=90, 2-15=-2708, 7-9=-2706 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00 and 15 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 15 and 232 lb uplift at joint 9. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss H09 Truss Type Hip Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:08 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-ZifTAWVgT6eY8vQKy_aT2DOtVRQfgOqrflxJ6QymLjj Scale = 1:50.0 T1 T2 T1 B1 W2 W3 W4 W5 W4 W3 W2 W1 HW1 W1 HW1 B2 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 17 5x6 3x4 2x4 4x8 3x4 5x6 3x8 4x8 2x4 4x6 6x6 4x6 6x6 2-1-4 2-1-4 7-5-6 5-4-2 12-9-8 5-4-2 18-5-8 5-8-0 23-9-10 5-4-2 29-1-12 5-4-2 31-3-0 2-1-4 6-5-15 6-5-15 12-9-8 6-3-9 18-5-8 5-8-0 24-9-1 6-3-9 31-3-0 6-5-15 0-6-46-11-00-6-46-11-06.00 12 Plate Offsets (X,Y)-- [1:0-0-5,0-2-12], [2:0-3-0,0-1-8], [3:0-4-0,0-2-8], [4:0-4-0,0-2-8], [5:0-3-0,0-1-8], [6:0-0-5,0-2-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.84 0.86 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.22 0.12 0.05 (loc) 11-12 11-12 7 11-12 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 136 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except 2-0-0 oc purlins (4-1-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-9, 2-13, 5-7 REACTIONS.(lb/size) 13=1875/0-5-8, 7=1875/0-5-8 Max Horz13=94(LC 7) Max Uplift13=-221(LC 8), 7=-221(LC 9) Max Grav13=2498(LC 17), 7=2498(LC 17) FORCES.(lb) - First Load Case Only TOP CHORD 1-14=300, 2-14=470, 2-15=-1999, 3-15=-1776, 3-4=-1639, 4-16=-1777, 5-16=-1999, 5-17=470, 6-17=300 BOT CHORD 1-13=-265, 12-13=1875, 11-12=1897, 10-11=1639, 9-10=1639, 8-9=1896, 7-8=1875, 6-7=-265 WEBS 2-12=75, 2-11=-289, 3-11=262, 3-9=1, 4-9=262, 5-9=-287, 5-8=74, 2-13=-2680, 5-7=-2680 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00 and 13 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 221 lb uplift at joint 13 and 221 lb uplift at joint 7. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss H10 Truss Type Hip Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:09 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-1uDrNsVJEQmPm3?WWi5iaRx0oqomPur_uPhsfsymLji Scale = 1:50.6 T1 T2 T1 B1 W2 W3 W4 W3 W2W1 HW1 W1 HW1B2 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 6x6 4x6 3x10 MT20HS3x4 4x6 3x8 4x6 3x8 4x4 4x8 3x8 4x4 4x8 2-1-4 2-1-4 10-9-8 8-8-4 20-5-8 9-8-0 29-1-12 8-8-4 31-3-0 2-1-4 5-5-15 5-5-15 10-9-8 5-3-9 20-5-8 9-8-0 25-9-1 5-3-9 31-3-0 5-5-15 0-6-45-11-00-6-45-11-06.00 12 Plate Offsets (X,Y)-- [1:0-2-5,Edge], [1:0-0-0,0-0-11], [3:0-2-8,0-1-0], [6:0-0-0,0-0-11], [6:0-2-5,Edge] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.99 0.74 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.46 0.10 0.06 (loc) 8-10 8-10 7 8-10 l/defl >999 >723 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 142 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T2: 2x8 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 2-11, 5-7 REACTIONS.(lb/size) 11=1875/0-5-8, 7=1875/0-5-8 Max Horz11=79(LC 7) Max Uplift11=-208(LC 8), 7=-208(LC 9) Max Grav11=2264(LC 17), 7=2264(LC 17) FORCES.(lb) - First Load Case Only TOP CHORD 1-12=206, 2-12=402, 2-3=-2136, 3-13=-1803, 13-14=-1803, 4-14=-1803, 4-5=-2137, 5-15=404, 6-15=208 BOT CHORD 1-11=-230, 10-11=1720, 9-10=1801, 8-9=1801, 7-8=1720, 6-7=-232 WEBS 2-10=96, 3-10=142, 3-8=2, 4-8=141, 5-8=98, 2-11=-2547, 5-7=-2549 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00 and 11 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 lb uplift at joint 11 and 208 lb uplift at joint 7. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss H11 Truss Type Hip Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:09 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-1uDrNsVJEQmPm3?WWi5iaRx0iqqpPuI_uPhsfsymLji Scale = 1:50.6 T1 T2 T1 B1 W1 W2 W3 W4 W5 W4 W3 W2 W1 HW1 HW1B1 1 2 3 4 5 6 7 12 11 10 9 8 13 14 5x6 3x8 2x4 4x6 5x8 5x6 2x4 4x6 3x8 2x4 3x4 3x8 3x4 3x8 2-1-4 2-1-4 8-9-8 6-8-4 15-7-8 6-10-0 22-5-8 6-10-0 29-1-12 6-8-4 31-3-0 2-1-4 2-1-4 2-1-4 8-9-8 6-8-4 15-7-8 6-10-0 22-5-8 6-10-0 29-1-12 6-8-4 31-3-0 2-1-4 0-6-44-11-00-6-44-11-06.00 12 Plate Offsets (X,Y)-- [1:0-2-5,Edge], [1:0-0-0,0-0-11], [2:0-3-4,0-1-8], [3:0-4-0,0-2-8], [5:0-4-0,0-2-8], [6:0-3-4,0-1-8], [7:0-2-5,Edge], [7:0-0-0,0-0-11], [10:0-4-0,0-3-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 1.00 0.61 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.28 0.06 0.05 (loc) 10 10-11 8 10 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 125 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 12=1875/0-5-8, 8=1875/0-5-8 Max Horz12=-65(LC 6) Max Uplift12=-199(LC 8), 8=-199(LC 9) Max Grav12=2030(LC 17), 8=2030(LC 17) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=-133, 2-3=-2133, 3-13=-2431, 4-13=-2430, 4-14=-2430, 5-14=-2431, 5-6=-2133, 6-7=-133 BOT CHORD 1-12=153, 11-12=153, 10-11=1767, 9-10=1767, 8-9=153, 7-8=153 WEBS 2-12=-1762, 2-11=1639, 3-11=-179, 3-10=800, 4-10=-754, 5-10=800, 5-9=-179, 6-9=1639, 6-8=-1762 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00 and 12 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 199 lb uplift at joint 12 and 199 lb uplift at joint 8. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss H12 Truss Type Hip Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:10 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-V4nDbBWx?kuFODai3Pcx7eUGDE7b8H?863QPBJymLjh Scale = 1:50.6 T1 T2 T1 B1 W1 W2 W3 W4 W5 W4 W3 W2 W1 HW1 HW1 T3 B1 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 6x6 5x10 6x6 4x6 2x4 4x6 5x12 2x4 4x6 4x6 2x4 3x4 3x8 3x4 3x8 2-1-4 2-1-4 6-9-8 4-8-4 15-7-8 8-10-0 24-5-8 8-10-0 29-1-12 4-8-4 31-3-0 2-1-4 2-1-4 2-1-4 6-9-8 4-8-4 15-7-8 8-10-0 24-5-8 8-10-0 29-1-12 4-8-4 31-3-0 2-1-4 0-6-43-11-00-6-43-11-06.00 12 Plate Offsets (X,Y)-- [1:0-2-5,Edge], [1:0-0-0,0-0-15], [2:0-2-12,0-2-0], [3:0-3-12,0-2-8], [6:0-4-4,0-2-12], [7:0-2-12,0-2-0], [8:0-0-0,0-0-15], [8:0-2-5,Edge], [10:0-2-12,0-2-0], [11:0-6-0,0-3-4], [12:0-2-8,0-2-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.69 0.77 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.27 -0.48 0.08 0.07 (loc) 11 11-12 9 11 l/defl >999 >681 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 131 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T2,T3: 2x6 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except 2-0-0 oc purlins (3-4-13 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 13=1875/0-5-8, 9=1875/0-5-8 Max Horz13=-51(LC 6) Max Uplift13=-180(LC 8), 9=-180(LC 9) Max Grav13=2034(LC 16), 9=2034(LC 16) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=153, 2-3=-2042, 3-4=-3286, 4-14=-3287, 5-14=-3287, 5-15=-3289, 6-15=-3287, 6-7=-2041, 7-8=151 BOT CHORD 1-13=-49, 12-13=-49, 11-12=1753, 10-11=1751, 9-10=-47, 8-9=-47 WEBS 2-13=-1805, 2-12=1856, 3-12=-355, 3-11=1655, 5-11=-1054, 6-11=1658, 6-10=-354, 7-10=1851, 7-9=-1806 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00 and 13 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 180 lb uplift at joint 13 and 180 lb uplift at joint 9. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss H13 Truss Type Hip Girder Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:11 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-zHLboXXZm106?N9vd77Afs0OneVYti8HLjAzjlymLjg Scale = 1:50.2 T1 T2 T1 B1 W1 W2 W3 W4 W3 W4 W3 W4 W3 W2 W1 T3 B1 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 20 21 22 23 24 25 26 27 3x6 5x10 3x12 MT18HS 5x10 3x6 4x6 4x8 4x10 2x4 7x14 MT20HS 2x4 2x4 4x8 4x10 4x6 Special Special NAILEDNAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 2-1-4 2-1-4 4-9-8 2-8-4 10-1-10 5-4-2 15-7-8 5-5-14 21-1-6 5-5-14 26-5-8 5-4-2 29-1-12 2-8-4 31-3-0 2-1-4 4-9-8 4-9-8 10-1-10 5-4-2 15-7-8 5-5-14 21-1-6 5-5-14 26-5-8 5-4-2 31-3-0 4-9-8 0-6-42-11-00-6-42-11-06.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-8], [3:0-3-12,0-2-0], [6:0-2-12,0-2-0], [7:0-3-0,0-2-8], [10:0-3-8,0-1-12], [12:0-7-0,0-4-8], [14:0-3-8,0-1-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.83 0.60 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.51 -0.69 0.14 0.17 (loc) 12 12 9 12 l/defl >653 >481 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS MT18HS Weight: 143 lb FT = 4% GRIP 197/144 148/108 220/195 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T2,T3: 2x4 DF 2850F 2.3E BOT CHORD 2x6 SPF 2100F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (2-5-9 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 6-10 REACTIONS.(lb/size) 15=2231/0-5-8, 9=2231/0-5-8 Max Horz15=36(LC 27) Max Uplift15=-506(LC 6), 9=-506(LC 5) Max Grav15=2625(LC 15), 9=2624(LC 15) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=71, 2-16=-2011, 3-16=-2011, 3-4=-5792, 4-5=-5792, 5-6=-5792, 6-17=-2011, 7-17=-2011, 7-8=-153 BOT CHORD 1-15=36, 14-15=2092, 14-18=4878, 18-19=4878, 19-20=4878, 13-20=4878, 13-21=4878, 21-22=4878, 12-22=4878, 12-23=4878, 23-24=4878, 11-24=4878, 11-25=4878, 25-26=4878, 26-27=4878, 10-27=4878, 9-10=2092, 8-9=36 WEBS 2-15=-2723, 2-14=1408, 3-14=-3160, 3-13=342, 3-12=1007, 5-12=-536, 6-12=1007, 6-11=342, 6-10=-3160, 7-10=1408, 7-9=-2723 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00 and 15 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 506 lb uplift at joint 15 and 506 lb uplift at joint 9. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 lb down and 352 lb up at 4-9-8, and 72 lb down and 352 lb up at 26-5-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-7=-100, 7-8=-100, 1-8=-20 Concentrated Loads (lb) Vert: 2=93(F) 7=93(F) 14=-8(F) 12=-80(F) 10=-8(F) 18=-80(F) 19=-80(F) 20=-80(F) 21=-80(F) 22=-80(F) 23=-80(F) 24=-80(F) 25=-80(F) 26=-80(F) 27=-80(F) Job 16081664B Truss H14 Truss Type Hip Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:12 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-RTvz0tYBXL8zdWk5BqePC3ZZG2sDc83RaNvWGBymLjf Scale = 1:50.4 T2 T3 T2 B1 W2 W3 W4 W5 W4 W3 W2 W1 HW1 W1 HW1 T1 T1 B2 1 2 3 4 5 6 7 8 15 14 13 1211 10 9 16 17 18 19 3x10 MT20HS 5x6 4x8 3x10 MT20HS 6x6 5x10 4x10 2x4 3x4 4x10 2x4 4x6 4x6 5x8 2-1-4 2-1-4 7-8-1 5-6-13 15-1-12 7-5-11 16-1-14 1-0-2 23-7-9 7-5-11 29-2-6 5-6-13 31-3-10 2-1-4 7-8-1 7-8-1 15-1-12 7-5-11 16-1-14 1-0-2 23-7-9 7-5-11 31-3-10 7-8-1 0-6-48-1-20-6-48-1-26.00 12 Plate Offsets (X,Y)-- [1:0-0-4,0-2-11], [2:0-4-15,0-1-8], [4:0-2-8,0-1-12], [5:0-4-0,0-1-15], [7:0-4-13,0-1-8], [8:0-3-8,Edge], [9:0-2-12,0-2-0], [12:0-4-12,0-3-0], [15:0-2-12,0-2-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.85 0.57 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.32 0.11 0.05 (loc) 13-14 13-14 9 13-14 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 151 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T3: 2x6 SPF No.2, T1: 2x4 DF 2850F 2.3E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (4-7-2 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-15,8-9. WEBS 1 Row at midpt 2-13, 7-11, 2-15, 7-9 REACTIONS.(lb/size) 15=1878/0-5-8, 9=1878/0-5-8 Max Horz15=-110(LC 6) Max Uplift15=-234(LC 8), 9=-234(LC 9) Max Grav15=2775(LC 17), 9=2775(LC 17) FORCES.(lb) - First Load Case Only TOP CHORD 1-16=284, 2-16=485, 2-17=-1846, 3-17=-1821, 3-4=-1654, 4-5=-1480, 5-6=-1657, 6-18=-1824, 7-18=-1849, 7-19=483, 8-19=282 BOT CHORD 1-15=-251, 14-15=1970, 13-14=1970, 12-13=1477, 11-12=1477, 10-11=1968, 9-10=1968, 8-9=-249 WEBS 2-14=95, 2-13=-556, 4-13=352, 4-11=22, 5-11=354, 7-11=-550, 7-10=92, 2-15=-2710, 7-9=-2705 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00 and 15 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 234 lb uplift at joint 15 and 234 lb uplift at joint 9. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss H15 Truss Type Hip Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:13 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-vfTLDDZpIfGqFgIHlXAekH5iES7OLfRao1f4odymLje Scale = 1:50.0 T1 T2 T1 B1 W2 W3 W4 W5 W4 W3 W2 W1 HW1 W1 HW1B2 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 17 5x6 3x4 2x4 4x8 3x4 4x6 3x8 4x8 2x4 4x6 6x6 4x6 6x6 2-1-4 2-1-4 7-7-8 5-6-4 13-1-12 5-6-4 18-1-14 5-0-2 23-8-2 5-6-4 29-2-6 5-6-4 31-3-10 2-1-4 6-8-1 6-8-1 13-1-12 6-5-11 18-1-14 5-0-2 24-7-9 6-5-11 31-3-10 6-8-1 0-6-47-1-20-6-47-1-26.00 12 Plate Offsets (X,Y)-- [1:0-0-5,0-2-8], [2:0-3-4,0-1-8], [3:0-3-8,0-1-12], [4:0-4-0,0-2-8], [5:0-3-4,0-1-8], [6:0-0-5,0-2-8], [7:Edge,0-2-0], [13:Edge,0-2-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.96 0.89 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.24 0.12 0.05 (loc) 11-12 11-12 7 11-12 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 137 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T2: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-9, 2-13, 5-7 REACTIONS.(lb/size) 13=1878/0-5-8, 7=1878/0-5-8 Max Horz13=-96(LC 6) Max Uplift13=-224(LC 8), 7=-224(LC 9) Max Grav13=2541(LC 17), 7=2541(LC 17) FORCES.(lb) - First Load Case Only TOP CHORD 1-14=301, 2-14=476, 2-15=-1979, 3-15=-1785, 3-4=-1616, 4-16=-1785, 5-16=-1980, 5-17=476, 6-17=301 BOT CHORD 1-13=-266, 12-13=1898, 11-12=1921, 10-11=1615, 9-10=1615, 8-9=1921, 7-8=1897, 6-7=-266 WEBS 2-12=82, 2-11=-343, 3-11=280, 3-9=1, 4-9=281, 5-9=-342, 5-8=82, 2-13=-2697, 5-7=-2696 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00 and 13 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 224 lb uplift at joint 13 and 224 lb uplift at joint 7. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss H16 Truss Type Hip Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:13 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-vfTLDDZpIfGqFgIHlXAekH5pMS9oLaEao1f4odymLje Scale = 1:39.1 T1 T1 B1 W1 W2 W3 W3 W2 W1HW1 HW1 B2 W4 1 2 3 4 5 6 7 11 10 9 8 4x4 3x6 2x4 3x4 3x4 3x8 3x4 3x4 2x4 3x4 3x8 3x4 3x8 2-1-4 2-1-4 11-11-12 9-10-8 12-1-8 0-1-12 12-3-4 0-1-12 22-1-12 9-10-8 24-3-0 2-1-4 2-1-4 2-1-4 7-0-8 4-11-4 11-11-12 4-11-4 12-1-8 0-1-12 12-3-4 0-1-12 17-2-8 4-11-4 22-1-12 4-11-4 24-3-0 2-1-4 0-6-46-6-20-6-46.00 12 Plate Offsets (X,Y)-- [1:0-2-5,Edge], [1:0-0-0,0-0-15], [3:0-1-0,0-1-8], [5:0-1-0,0-1-8], [7:0-0-0,0-0-15], [7:0-2-5,Edge] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.57 0.74 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.15 -0.39 0.04 0.02 (loc) 10-11 10-11 8 10 l/defl >999 >619 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 96 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=1455/0-5-8, 8=1455/0-5-8 Max Horz11=-89(LC 6) Max Uplift11=-205(LC 8), 8=-205(LC 9) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=44, 2-3=68, 3-4=-1200, 4-5=-1200, 5-6=-153, 6-7=-64 BOT CHORD 1-11=42, 10-11=1164, 9-10=1164, 8-9=1164, 7-8=42 WEBS 2-11=-412, 3-11=-1406, 3-10=-248, 5-10=-248, 5-8=-1406, 6-8=-412, 4-10=498 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00 and 11 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 lb uplift at joint 11 and 205 lb uplift at joint 8. 7) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 16081664B Truss H17 Truss Type Hip Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:14 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-Ns1kRZZR3yPhsqtTIFhtHUew4raI4Dpj1hOdK4ymLjd Scale = 1:39.1 T1 T2 T1 B1 W1 W2 W3 W4 W3 W2 W1HW1 HW1 B2 1 2 3 4 5 6 11 10 9 8 7 12 13 6x8 3x4 3x4 2x4 3x6 4x6 3x10 MT20HS 3x4 2x4 3x4 3x8 3x4 3x8 2-1-4 2-1-4 9-11-12 7-10-8 14-3-4 4-3-8 22-1-12 7-10-8 24-3-0 2-1-4 2-1-4 2-1-4 9-11-12 7-10-8 14-3-4 4-3-8 22-1-12 7-10-8 24-3-0 2-1-4 0-6-45-6-20-6-45-6-26.00 12 Plate Offsets (X,Y)-- [1:0-2-5,Edge], [1:0-0-0,0-0-11], [2:0-1-8,0-1-8], [3:0-3-12,0-1-12], [4:0-2-8,0-4-4], [5:0-1-8,0-1-8], [6:0-2-5,Edge], [6:0-0-0,0-0-11], [10:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.83 0.40 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.08 -0.20 0.02 0.02 (loc) 10-11 10-11 7 9-10 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 103 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 DF 2850F 2.3E *Except* T2: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins, except 2-0-0 oc purlins (4-3-14 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=1455/0-5-8, 7=1455/0-5-8 Max Horz11=74(LC 7) Max Uplift11=-194(LC 8), 7=-194(LC 9) Max Grav11=1945(LC 17), 7=1945(LC 17) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=-266, 2-12=-1427, 3-12=-1144, 3-4=-1100, 4-13=-1144, 5-13=-1427, 5-6=-267 BOT CHORD 1-11=306, 10-11=306, 9-10=1100, 8-9=306, 7-8=306, 6-7=306 WEBS 2-11=-1324, 2-10=804, 3-10=-11, 3-9=-0, 4-9=-11, 5-9=803, 5-7=-1324 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00 and 11 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint 11 and 194 lb uplift at joint 7. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss H18 Truss Type Hip Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:14 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-Ns1kRZZR3yPhsqtTIFhtHUezGrUS47Rj1hOdK4ymLjd Scale = 1:38.6 T1 T2 T1 B1 W1 W2 W3 W2 W1 B2 1 2 3 4 9 8 7 6 5 10 11 4x6 8x12 8x12 4x6 3x4 3x4 3x4 2x4 3x4 2-1-4 2-1-4 7-11-12 5-10-8 16-3-4 8-3-8 22-1-12 5-10-8 24-3-0 2-1-4 7-11-12 7-11-12 16-3-4 8-3-8 24-3-0 7-11-12 0-6-44-6-20-6-44-6-26.00 12 Plate Offsets (X,Y)-- [1:0-3-1,0-2-6], [2:0-4-4,0-4-8], [3:0-8-8,0-4-0], [4:0-3-1,0-2-6], [5:0-1-0,0-1-8], [9:0-1-8,0-1-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.63 0.77 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.12 -0.33 0.06 0.05 (loc) 6-8 6-8 5 6-8 l/defl >999 >746 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 110 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except 2-0-0 oc purlins (5-10-8 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 4-11-7 oc bracing. WEBS 1 Row at midpt 2-9, 3-8, 3-5 REACTIONS.(lb/size) 9=1455/0-5-8, 5=1455/0-5-8 Max Horz9=-58(LC 6) Max Uplift9=-172(LC 8), 5=-172(LC 9) Max Grav9=1710(LC 17), 5=1710(LC 17) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=633, 2-10=-1336, 10-11=-1336, 3-11=-1336, 3-4=632 BOT CHORD 1-9=-393, 8-9=1341, 7-8=1334, 6-7=1334, 5-6=1339, 4-5=-393 WEBS 2-9=-2093, 2-8=137, 3-8=3, 3-6=137, 3-5=-2089 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00 and 9 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 172 lb uplift at joint 9 and 172 lb uplift at joint 5. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss H19 Truss Type Hip Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:15 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-r2b6eva3qGXYU_SgsyC6qiB5MFvepcWtGL8AsWymLjc Scale = 1:39.1 T1 T2 T1 B1 W1 W2 W3 W4 W5 W4 W3 W2 W1 HW1 HW1 B2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 4x6 3x4 4x4 2x4 4x4 4x8 4x6 2x4 4x4 4x4 2x4 3x4 3x8 3x4 3x8 2-1-4 2-1-4 5-11-12 3-10-8 12-1-8 6-1-12 18-3-4 6-1-12 22-1-12 3-10-8 24-3-0 2-1-4 2-1-4 2-1-4 5-11-12 3-10-8 12-1-8 6-1-12 18-3-4 6-1-12 22-1-12 3-10-8 24-3-0 2-1-4 0-6-43-6-20-6-43-6-26.00 12 Plate Offsets (X,Y)-- [1:0-2-5,Edge], [1:0-0-0,0-0-15], [3:0-3-4,0-1-12], [5:0-3-4,0-1-12], [7:0-0-0,0-0-15], [7:0-2-5,Edge], [9:0-1-12,0-2-0], [12:0-1-12,0-2-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.80 0.46 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.11 -0.18 0.03 0.03 (loc) 11 11-12 8 11 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 94 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except 2-0-0 oc purlins (3-7-11 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 13=1455/0-5-8, 8=1455/0-5-8 Max Horz13=-46(LC 6) Max Uplift13=-162(LC 8), 8=-162(LC 9) Max Grav13=1496(LC 16), 8=1496(LC 16) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=186, 2-3=-1340, 3-14=-1930, 4-14=-1929, 4-15=-1929, 5-15=-1930, 5-6=-1340, 6-7=186 BOT CHORD 1-13=-89, 12-13=-89, 11-12=1134, 10-11=1134, 9-10=1134, 8-9=-89, 7-8=-89 WEBS 2-13=-1379, 2-12=1277, 3-12=-312, 3-11=898, 4-11=-699, 5-11=898, 5-9=-312, 6-9=1277, 6-8=-1379 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00 and 13 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 13 and 162 lb uplift at joint 8. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss H20 Truss Type Hip Girder Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:16 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-KE8UsFbibafP681sQgjLMvjEGfAhY0r0V?tkPyymLjb Scale = 1:38.9 T1 T2 T1 B1 W1 W2 W3 W4 W3 W4 W3 W2 W1 T3 B2 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 22 23 24 25 26 27 28 4x4 4x10 3x6 4x4 4x4 2x4 4x4 4x8 2x4 2x4 5x8 4x12 2x4 3x4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED SKH26R NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED SKH26L 2-1-4 2-1-4 3-11-12 1-10-8 9-4-5 5-4-9 14-10-11 5-6-5 20-3-4 5-4-9 22-1-12 1-10-8 24-3-0 2-1-4 3-11-12 3-11-12 9-4-5 5-4-9 14-10-11 5-6-5 20-3-4 5-4-9 24-3-0 3-11-12 0-6-42-6-20-6-42-6-26.00 12 Plate Offsets (X,Y)-- [1:0-1-15,0-0-8], [2:0-2-8,0-2-4], [6:0-7-4,0-1-8], [11:0-1-8,0-2-8], [13:0-2-0,0-2-4] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.91 0.79 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.29 0.05 0.06 (loc) 11-12 11-12 8 11-12 l/defl >999 >860 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 105 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T3: 2x4 SPF 2100F 1.8E BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (2-7-1 max.): 2-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 9-3-13 oc bracing: 12-13 9-3-8 oc bracing: 11-12. WEBS 1 Row at midpt 3-13 REACTIONS.(lb/size) 14=1114/0-5-8, 8=1114/0-5-8 Max Horz14=30(LC 27) Max Uplift14=-295(LC 7), 8=-295(LC 8) Max Grav14=1389(LC 15), 8=1389(LC 15) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=263, 2-15=-678, 15-16=-678, 16-17=-678, 3-17=-678, 3-4=-2079, 4-18=-2079, 18-19=-2079, 5-19=-2079, 5-20=-2078, 20-21=-2079, 21-22=-2079, 6-22=-2079, 6-7=277 BOT CHORD 1-14=-148, 13-14=704, 13-23=2089, 23-24=2089, 12-24=2089, 12-25=2089, 25-26=2089, 11-26=2089, 10-11=722, 10-27=722, 27-28=722, 9-28=722, 8-9=713, 7-8=-160 WEBS 2-14=-1218, 2-13=387, 3-13=-1513, 3-12=102, 3-11=-11, 5-11=-442, 6-11=1459, 6-9=-139, 6-8=-1247 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00 and 14 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 295 lb uplift at joint 14 and 295 lb uplift at joint 8. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use USP SKH26R (With 16d nails into Girder & NA9D nails into Truss) or equivalent at 3-11-12 from the left end to connect truss(es) CJ06 (1 ply 2x4 SPF) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 12) Use USP SKH26L (With 16d nails into Girder & NA9D nails into Truss) or equivalent at 20-3-4 from the left end to connect truss(es) CJ06 (1 ply 2x4 SPF) to back face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 13) Fill all nail holes where hanger is in contact with lumber. 14) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-6=-100, 6-7=-100, 1-7=-20 Concentrated Loads (lb) Vert: 13=171(B) 3=42(B) 12=1(B) 5=42(B) 11=1(B) 9=171(B) 15=42(B) 17=42(B) 18=42(B) 19=42(B) 20=42(B) 22=42(B) 23=1(B) 24=1(B) 25=1(B) 26=1(B) 27=1(B) 28=1(B) Job 16081664B Truss J01 Truss Type Jack-Open Qty 3 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:17 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-oRis3bcKMtnGjIc2_NEav7GUL3ivHcFAjfdHxPymLja Scale = 1:9.5 T1 B1 HW1 1 2 5 3 4 3x4 3x8 -1-10-8 1-10-8 1-7-11 1-7-11 0-6-61-4-42-1-01-4-46.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0], [2:0-2-8,Edge] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.64 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 240 180 n/a 360 PLATES MT20 Weight: 7 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=-33/Mechanical, 2=400/0-3-8, 4=16/Mechanical Max Horz2=77(LC 8) Max Uplift3=-188(LC 12), 2=-149(LC 8) Max Grav3=29(LC 8), 2=579(LC 12), 4=32(LC 4) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=67, 2-5=-105, 3-5=-86 BOT CHORD 2-4=0 JOINT STRESS INDEX 2 = 0.00 and 2 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 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 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 188 lb uplift at joint 3 and 149 lb uplift at joint 2. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 16081664B Truss J02 Truss Type Jack-Open Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:17 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-oRis3bcKMtnGjIc2_NEav7GUL3ivHcFAjfdHxPymLja Scale = 1:9.5 T1 B1 HW1 1 2 5 3 4 3x4 4x8 -1-10-8 1-10-8 1-7-11 1-7-11 0-6-61-4-42-1-01-4-46.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0], [2:0-2-0,0-7-6] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.64 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 240 180 n/a 360 PLATES MT20 Weight: 8 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=-33/Mechanical, 4=16/Mechanical, 2=400/0-3-8 Max Horz2=77(LC 8) Max Uplift3=-188(LC 12), 2=-149(LC 8) Max Grav3=29(LC 8), 4=32(LC 4), 2=579(LC 12) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=67, 2-5=-105, 3-5=-86 BOT CHORD 2-4=0 JOINT STRESS INDEX 2 = 0.00 and 2 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 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 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 188 lb uplift at joint 3 and 149 lb uplift at joint 2. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 16081664B Truss J03 Truss Type Jack-Open Qty 10 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:17 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-oRis3bcKMtnGjIc2_NEav7GS23hLHcFAjfdHxPymLja Scale = 1:14.0 T1 B1 HW1 1 2 5 3 4 3x4 3x8 -1-10-8 1-10-8 3-8-12 3-8-12 0-6-62-4-123-1-92-4-126.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0], [2:0-2-8,Edge] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.72 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.01 -0.02 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 240 180 n/a 360 PLATES MT20 Weight: 12 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=118/Mechanical, 2=471/0-3-8, 4=35/Mechanical Max Horz2=113(LC 8) Max Uplift3=-69(LC 12), 2=-129(LC 8) Max Grav3=147(LC 2), 2=539(LC 12), 4=70(LC 4) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=67, 2-5=-118, 3-5=42 BOT CHORD 2-4=0 JOINT STRESS INDEX 2 = 0.00 and 2 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 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 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 69 lb uplift at joint 3 and 129 lb uplift at joint 2. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 16081664B Truss J04 Truss Type Jack-Open Supported Gable Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:18 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-GdGEGxcy7Bv7LRBFX5lpRKpePT1403fJyJMrTrymLjZ Scale = 1:14.0 T1 W1 B1 ST1 HW1 1 2 3 4 6 5 7 1.5x3 1.5x3 3x4 3x8 1.5x3 1.5x3 -1-10-8 1-10-8 3-8-12 3-8-12 0-6-62-4-123-1-96.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-0], [2:0-2-8,Edge] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.62 0.03 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.16 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 180 80 n/a PLATES MT20 Weight: 15 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 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=109/3-8-12, 2=390/3-8-12, 6=119/3-8-12 Max Horz2=111(LC 8) Max Uplift5=-29(LC 8), 2=-129(LC 8), 6=-179(LC 12) Max Grav5=123(LC 2), 2=590(LC 12), 6=149(LC 2) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=67, 2-7=-101, 3-7=-36, 3-4=34, 4-5=-94 BOT CHORD 2-6=0, 5-6=0 WEBS 3-6=-74 JOINT STRESS INDEX 2 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00 and 6 = 0.00 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=1.60 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 7-05; Pf=40.0 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 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 lb uplift at joint 5, 129 lb uplift at joint 2 and 179 lb uplift at joint 6. 11) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 16081664B Truss J05 Truss Type Jack-Closed Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:18 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-GdGEGxcy7Bv7LRBFX5lpRKpbbT?h0?FJyJMrTrymLjZ Scale = 1:14.2 T1 W2 B1 W1 1 2 4 3 5 3x4 4x4 1.5x3 2x4 2-10-11 2-10-11 6-2-8 6-2-8 0-6-42-8-104.24 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.80 0.18 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.01 -0.01 0.00 -0.01 (loc) 3-4 3-4 3-4 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 22 lb FT = 4% GRIP 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 6-2-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 3=81/Mechanical, 4=646/0-7-12 Max Horz4=84(LC 6) Max Uplift3=-26(LC 7), 4=-156(LC 6) Max Grav3=110(LC 2), 4=671(LC 2) FORCES.(lb) - First Load Case Only TOP CHORD 1-5=838, 2-5=930, 2-3=-65 BOT CHORD 1-4=-785, 3-4=0 WEBS 2-4=-955 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00 and 4 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 26 lb uplift at joint 3 and 156 lb uplift at joint 4. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 16081664B Truss J06 Truss Type Jack-Open Girder Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:19 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-kpqdUGdauU1_zbmR5oG2_YLwOsIZlWlTBy6O?HymLjY Scale = 1:14.7 W1 T1 B1 1 4 5 2 6 3 2x4 1.5x3 HUS28 2-7-4 2-7-4 1-5-82-9-22-9-26.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.15 0.33 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.00 (loc) 3-4 3-4 2 3-4 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 12 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.1 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=1410/0-5-8, 2=116/Mechanical, 3=379/Mechanical Max Horz4=43(LC 7) Max Uplift4=-114(LC 7), 2=-43(LC 7), 3=-40(LC 7) Max Grav4=1410(LC 2), 2=118(LC 2), 3=379(LC 2) FORCES.(lb) - First Load Case Only TOP CHORD 1-4=-123, 1-5=-44, 2-5=41 BOT CHORD 4-6=0, 3-6=0 JOINT STRESS INDEX 1 = 0.00 and 4 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 114 lb uplift at joint 4, 43 lb uplift at joint 2 and 40 lb uplift at joint 3. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Use USP HUS28 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 0-8-0 from the left end to connect truss(es) T11 (1 ply 2x4 SPF) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 3-4=-20 Concentrated Loads (lb) Vert: 6=-1618(B) Job 16081664B Truss J07 Truss Type Jack-Closed Qty 3 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:19 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-kpqdUGdauU1_zbmR5oG2_YLpssM2lV2TBy6O?HymLjY Scale = 1:14.5 T1 W2 B1 W1 HW1 1 2 4 3 5 4x4 1.5x3 1.5x3 3x4 3x6 2-1-4 2-1-4 4-5-12 4-5-12 0-6-42-9-26.00 12 Plate Offsets (X,Y)-- [1:0-0-13,0-5-8], [1:0-0-0,0-0-15], [2:0-2-0,0-1-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.63 0.11 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 -0.00 (loc) 3-4 3-4 3-4 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 18 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 3=50/Mechanical, 4=470/0-5-8 Max Horz4=84(LC 8) Max Uplift3=-33(LC 7), 4=-94(LC 8) Max Grav3=65(LC 2), 4=479(LC 2) FORCES.(lb) - First Load Case Only TOP CHORD 1-5=448, 2-5=532, 2-3=-42 BOT CHORD 1-4=-393, 3-4=0 WEBS 2-4=-554 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00 and 4 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 33 lb uplift at joint 3 and 94 lb uplift at joint 4. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 16081664B Truss J08 Truss Type Jack-Closed Qty 13 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:20 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-C0O?hceCfo9ralLdfWoHXluy4GiEUxycPcrxYkymLjX Scale = 1:15.2 T1 W2 B1 W1 HW1 1 2 4 3 5 4x4 1.5x3 1.5x3 3x4 3x6 2-1-4 2-1-4 4-9-8 4-9-8 0-6-42-11-06.00 12 Plate Offsets (X,Y)-- [1:0-0-13,0-5-8], [1:0-0-0,0-0-15], [2:0-2-0,0-1-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.73 0.11 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 -0.00 0.00 -0.00 (loc) 3-4 3-4 3-4 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 19 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 3=81/Mechanical, 4=476/0-5-8 Max Horz4=90(LC 8) Max Uplift3=-34(LC 7), 4=-92(LC 8) Max Grav3=100(LC 2), 4=487(LC 2) FORCES.(lb) - First Load Case Only TOP CHORD 1-5=478, 2-5=567, 2-3=-70 BOT CHORD 1-4=-420, 3-4=0 WEBS 2-4=-574 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00 and 4 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 34 lb uplift at joint 3 and 92 lb uplift at joint 4. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 16081664B Truss J09 Truss Type Jack-Open Qty 4 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:20 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-C0O?hceCfo9ralLdfWoHXlu5GGitUzNcPcrxYkymLjX Scale = 1:12.4 T1 B1 W2 W1 HW1 1 2 3 5 4 6x6 3x4 1.5x3 3x4 3x6 2-1-4 2-1-4 3-5-11 1-4-7 3-5-11 3-5-11 0-6-42-3-26.00 12 Plate Offsets (X,Y)-- [1:0-0-13,0-5-8], [1:0-0-0,0-0-15], [3:0-1-4,Edge] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.14 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 13 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 3=-111/Mechanical, 4=-2/Mechanical, 5=529/0-5-8 Max Horz5=69(LC 8) Max Uplift3=-111(LC 1), 4=-2(LC 1), 5=-123(LC 8) Max Grav3=9(LC 6), 4=12(LC 8), 5=535(LC 2) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=247, 2-3=181 BOT CHORD 1-5=-155, 4-5=0 WEBS 3-5=-269, 2-5=-250 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00 and 5 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 111 lb uplift at joint 3, 2 lb uplift at joint 4 and 123 lb uplift at joint 5. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job 16081664B Truss J10 Truss Type Jack-Open Qty 3 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:21 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-gCyNvyfqP6HiCvwqDDJW3zRGtg2ADQbleGbV4AymLjW Scale = 1:13.3 T1 B1 W2 W1 HW1 1 2 3 5 4 6x6 3x4 1.5x3 3x4 3x6 2-1-4 2-1-4 3-10-11 1-9-7 3-10-11 3-10-11 0-6-42-5-102-5-96.00 12 Plate Offsets (X,Y)-- [1:0-0-13,0-5-8], [1:0-0-0,0-0-15], [3:0-1-4,Edge] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.15 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 14 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 3=-48/Mechanical, 4=6/Mechanical, 5=508/0-5-8 Max Horz5=77(LC 8) Max Uplift3=-48(LC 1), 5=-113(LC 8) Max Grav3=5(LC 6), 4=21(LC 4), 5=519(LC 2) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=244, 2-3=187 BOT CHORD 1-5=-151, 4-5=0 WEBS 3-5=-237, 2-5=-267 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00 and 5 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 48 lb uplift at joint 3 and 113 lb uplift at joint 5. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job 16081664B Truss J11 Truss Type Jack-Open Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:21 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-gCyNvyfqP6HiCvwqDDJW3zRH6g21DQEleGbV4AymLjW Scale = 1:13.4 W1 T1 B1 1 4 2 3 2x4 2x4 2-0-3 2-0-3 1-5-82-5-102-5-96.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.07 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.00 -0.01 0.00 (loc) 4 3-4 2 3-4 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 6 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=108/0-5-8, 2=85/Mechanical, 3=23/Mechanical Max Horz4=32(LC 8) Max Uplift2=-39(LC 8), 3=-5(LC 8) Max Grav4=108(LC 1), 2=85(LC 1), 3=35(LC 4) FORCES.(lb) - First Load Case Only TOP CHORD 1-4=-95, 1-2=30 BOT CHORD 3-4=0 JOINT STRESS INDEX 1 = 0.00 and 4 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 39 lb uplift at joint 2 and 5 lb uplift at joint 3. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 16081664B Truss J12 Truss Type Jack-Open Qty 2 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:22 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-8OWl6IgSAPPYq3V0mwqlcAzPu4D0ytUvtwK2ccymLjV Scale = 1:16.2 W1 T1 B1 1 4 5 2 6 3 3x4 3x4 HUS26 3-3-4 3-3-4 1-5-83-1-23-1-26.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-0-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.26 0.79 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.03 -0.05 0.05 0.01 (loc) 3-4 3-4 2 3-4 l/defl >999 >782 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 11 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-1 oc bracing. REACTIONS.(lb/size) 4=914/0-5-8, 2=160/Mechanical, 3=486/Mechanical Max Horz4=54(LC 8) Max Uplift4=-64(LC 8), 2=-55(LC 8), 3=-49(LC 8) Max Grav4=915(LC 2), 2=166(LC 2), 3=486(LC 2) FORCES.(lb) - First Load Case Only TOP CHORD 1-4=-146, 1-5=-52, 2-5=58 BOT CHORD 4-6=0, 3-6=0 JOINT STRESS INDEX 1 = 0.00 and 4 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 64 lb uplift at joint 4, 55 lb uplift at joint 2 and 49 lb uplift at joint 3. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 1-4-0 from the left end to connect truss(es) T21 (1 ply 2x4 SPF) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 3-4=-20 Concentrated Loads (lb) Vert: 6=-1193(B) Job 16081664B Truss J13 Truss Type Jack-Open Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:22 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-8OWl6IgSAPPYq3V0mwqlcAzRw4LkytUvtwK2ccymLjV Scale = 1:14.7 W1 T1 B1 1 4 5 2 6 3 2x4 1.5x3 HUS28 2-7-4 2-7-4 1-5-82-9-22-9-26.00 12 Plate Offsets (X,Y)-- [4:0-1-12,0-1-4] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.13 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.00 -0.01 0.01 0.00 (loc) 3-4 3-4 2 3-4 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 12 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.1 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=1412/0-5-8, 2=116/Mechanical, 3=380/Mechanical Max Horz4=43(LC 8) Max Uplift4=-114(LC 8), 2=-43(LC 8), 3=-40(LC 8) Max Grav4=1413(LC 2), 2=118(LC 2), 3=380(LC 2) FORCES.(lb) - First Load Case Only TOP CHORD 1-4=-123, 1-5=-44, 2-5=41 BOT CHORD 4-6=0, 3-6=0 JOINT STRESS INDEX 1 = 0.00 and 4 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 114 lb uplift at joint 4, 43 lb uplift at joint 2 and 40 lb uplift at joint 3. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Use USP HUS28 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 0-8-0 from the left end to connect truss(es) T17 (1 ply 2x4 SPF) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 3-4=-20 Concentrated Loads (lb) Vert: 6=-1621(F) Job 16081664B Truss J14 Truss Type Jack-Open Qty 4 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:23 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-cb37Keg5xjXPRD3CKeL_8OWcYUkThK226a4c82ymLjU Scale = 1:11.5 T1 B1 W2 W1 HW1 1 2 3 5 4 8x8 3x4 1.5x3 3x4 3x6 3-0-11 3-0-11 3-0-11 3-0-11 0-6-42-0-102-0-96.00 12 Plate Offsets (X,Y)-- [1:0-0-13,0-5-8], [1:0-0-0,0-0-15], [3:0-2-4,Edge] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.14 0.08 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 11 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 3=-208/Mechanical, 4=-16/Mechanical, 5=589/0-5-8 Max Horz5=62(LC 8) Max Uplift3=-208(LC 1), 4=-16(LC 1), 5=-143(LC 8) Max Grav3=22(LC 8), 4=15(LC 8), 5=593(LC 2) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=245, 2-3=165 BOT CHORD 1-5=-153, 4-5=0 WEBS 3-5=-319, 2-5=-245 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00 and 5 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 208 lb uplift at joint 3, 16 lb uplift at joint 4 and 143 lb uplift at joint 5. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job 16081664B Truss J15 Truss Type Jack-Open Qty 8 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:23 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-cb37Keg5xjXPRD3CKeL_8OWcKUkehK426a4c82ymLjU Scale = 1:13.5 T1 B1 W2 W1 HW1 1 2 3 5 6 4 6x6 3x4 1.5x3 3x4 3x6 2-1-4 2-1-4 3-11-12 1-10-8 3-11-12 3-11-12 0-6-42-6-22-6-26.00 12 Plate Offsets (X,Y)-- [1:0-0-13,0-5-8], [1:0-0-0,0-0-15], [3:0-1-4,Edge] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.16 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 15 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 3=-38/Mechanical, 4=7/Mechanical, 5=506/0-5-8 Max Horz5=78(LC 8) Max Uplift3=-39(LC 4), 5=-111(LC 8) Max Grav3=4(LC 6), 4=23(LC 4), 5=514(LC 2) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=243, 2-6=120, 3-6=187 BOT CHORD 1-5=-150, 4-5=0 WEBS 3-5=-231, 2-5=-271 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00 and 5 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 39 lb uplift at joint 3 and 111 lb uplift at joint 5. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job 16081664B Truss J16 Truss Type Jack-Open Qty 4 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:24 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-5ndWX_hji1fG3MeOuLsDhb3nHt3hQnHCKEp9hVymLjT Scale = 1:11.3 T1 B1 W2 W1 HW1 1 2 3 5 4 8x8 3x4 1.5x3 3x4 3x6 2-11-11 2-11-11 2-11-11 2-11-11 0-6-42-0-22-0-16.00 12 Plate Offsets (X,Y)-- [1:0-0-13,0-5-8], [1:0-0-0,0-0-15], [3:0-2-4,Edge] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.14 0.08 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in 0.00 0.00 -0.00 -0.00 (loc) 5 5 3 5 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 11 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 3=-236/Mechanical, 4=-20/Mechanical, 5=611/0-5-8 Max Horz5=60(LC 8) Max Uplift3=-236(LC 1), 4=-20(LC 1), 5=-150(LC 8) Max Grav3=29(LC 8), 4=16(LC 8), 5=614(LC 2) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=244, 2-3=159 BOT CHORD 1-5=-152, 4-5=0 WEBS 3-5=-333, 2-5=-247 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00 and 5 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 236 lb uplift at joint 3, 20 lb uplift at joint 4 and 150 lb uplift at joint 5. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Job 16081664B Truss T01 Truss Type Roof Special Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:24 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-5ndWX_hji1fG3MeOuLsDhb3a3ty9QYNCKEp9hVymLjT Scale = 1:50.5 T2 T3 B1 B2 B2 B3 W4 W3 W2 W1 W3 W2 W1 BL1 BL1 T1 T4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 18 4x8 3x8 7x16 MT18HS 3x4 3x4 7x16 MT18HS 6x8 8x8 4x4 4x8 4x4 4x8 0-7-4 0-7-4 7-2-2 6-6-14 13-9-0 6-6-14 20-3-14 6-6-14 26-10-12 6-6-14 27-6-0 0-7-4 -1-10-8 1-10-8 0-7-4 0-7-4 7-2-2 6-6-14 13-9-0 6-6-14 20-3-14 6-6-14 26-10-12 6-6-14 27-6-0 0-7-4 29-4-8 1-10-8 1-9-50-10-18-7-138-11-111-9-50-10-16-2-156.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-3-4], [4:0-4-0,Edge], [8:0-6-4,Edge], [11:0-2-12,0-2-0], [12:0-4-0,0-3-15], [13:0-3-0,0-2-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-11-4 1.15 1.15 YES IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.99 0.56 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.48 -0.87 0.76 0.17 (loc) 12 11-12 16 12 l/defl >646 >361 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 124 lb FT = 4% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 DF 2850F 2.3E *Except* T2: 2x6 SPF No.2, T4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* B2: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 OTHERS 2x8 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 15=1766/0-5-8, 16=1766/0-5-8 Max Horz15=133(LC 8) Max Uplift15=-263(LC 8), 16=-263(LC 9) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=114, 2-3=-4045, 3-17=-5439, 4-17=-5369, 4-5=-5287, 5-6=-5287, 6-18=-5373, 7-18=-5443, 7-8=-4067, 8-9=114 BOT CHORD 14-15=26, 2-15=-1739, 13-14=114, 12-13=3910, 11-12=3940, 10-11=94, 10-16=36, 8-16=-1730 WEBS 5-12=4072, 7-12=1262, 7-11=-987, 8-11=3498, 3-12=1289, 3-13=-971, 2-13=3453 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 15 = 0.00, 16 = 0.00 and 16 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 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 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 15, 16 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 263 lb uplift at joint 15 and 263 lb uplift at joint 16. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 16081664B Truss T01GR Truss Type Roof Special Girder Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:25 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-ZzBukKiLTKn7hWDbS3NSEpblzHH190vLZuZiDxymLjS Scale = 1:57.8 T2 T3 T4 T5 B1 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W14W1 W2 W1 W15 T1 B2 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 3x6 4x4 5x8 5x6 7x14 MT20HS 4x6 3x4 4x6 3x4 3x4 4x8 4x4 2x4 4x8 2x4 3x10 MT20HS 5x6 4x12 Special JL24 HJC26 4-9-5 4-9-5 9-3-3 4-5-13 13-9-0 4-5-13 19-11-11 6-2-11 24-10-12 4-11-1 29-4-12 4-6-0 32-0-0 2-7-4 -1-10-8 1-10-8 4-9-5 4-9-5 9-3-3 4-5-13 13-9-0 4-5-13 17-5-9 3-8-9 21-2-3 3-8-9 24-10-12 3-8-9 29-4-12 4-6-0 32-0-0 2-7-4 33-10-8 1-10-8 1-5-82-9-28-4-01-5-82-9-26.00 12 Plate Offsets (X,Y)-- [6:0-2-0,0-1-12], [7:0-1-0,0-2-0], [9:0-2-12,0-2-8], [10:0-3-8,0-2-4], [11:0-3-0,0-1-12], [13:Edge,0-3-8], [14:0-3-8,0-2-0], [16:0-2-11,0-1-12], [20:0-2-8,0-2-4], [21:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.98 0.58 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.44 0.09 0.10 (loc) 15-16 15-16 13 16 l/defl >999 >869 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 180 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* B2: 2x6 SPF 2100F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-14 max.): 9-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21,13-14. WEBS 1 Row at midpt 7-18, 9-14 REACTIONS.(lb/size) 21=2165/0-5-8, 13=2553/0-5-8 Max Horz21=-130(LC 8) Max Uplift21=-277(LC 7), 13=-422(LC 8) Max Grav21=2165(LC 1), 13=2911(LC 19) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=90, 2-3=-2601, 3-22=-2625, 4-22=-2524, 4-5=-2298, 5-6=-2189, 6-7=-2275, 7-23=-3471, 8-23=-3555, 8-9=-3663, 9-24=-2206, 24-25=-2206, 10-25=-2206, 10-11=-2587, 11-12=90, 2-21=-2092, 11-13=-2609 BOT CHORD 20-21=92, 19-20=2226, 18-19=2262, 17-18=2604, 16-17=2604, 15-16=4885, 15-26=4875, 14-26=4875, 13-14=-44 WEBS 3-20=-472, 3-19=45, 4-19=60, 4-18=-491, 6-18=1573, 7-18=-1239, 7-16=1348, 8-16=-354, 9-16=-1853, 9-15=165, 9-14=-2997, 10-14=791, 2-20=2197, 11-14=2562 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00, 20 = 0.00 and 21 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 277 lb uplift at joint 21 and 422 lb uplift at joint 13. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent at 27-6-12 from the left end to connect truss(es) J06 (1 ply 2x8 SP) to front face of bottom chord. 14) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 29-4-6 from the left end to connect truss(es) J07 (1 ply 2x4 SPF), J05 (1 ply 2x4 SPF) to front face of bottom chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 74 lb down and 31 lb up at 27-6-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 17) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-6=-100, 6-9=-100, 9-10=-100, 10-11=-100, 11-12=-100, 13-21=-20 Concentrated Loads (lb) Vert: 14=-132(F) 25=-18(F) 26=-359(F) Job 16081664B Truss T02 Truss Type Roof Special Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:26 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-19lGygjzEev_Igon?mvhm08y6hZSuUGUoYIGlNymLjR Scale = 1:50.5 T2 T2 B1 B2 B3 B2 B1 W5 W4 W3 W2 W1 W5 W4 W3 W2 W1 BL1 BL1 T1 T1 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 3x8 7x16 MT18HS 3x8 7x16 MT18HS 3x4 8x12 8x12 3x4 7x16 MT18HS 2x4 4x4 4x8 2x4 4x4 4x8 0-7-4 0-7-4 6-8-12 6-1-8 12-10-4 6-1-8 14-7-12 1-9-8 20-9-4 6-1-8 26-10-12 6-1-8 27-6-0 0-7-4 -1-10-8 1-10-8 0-7-4 0-7-4 6-8-12 6-1-8 12-10-4 6-1-8 13-9-0 0-10-12 14-7-12 0-10-12 20-9-4 6-1-8 26-10-12 6-1-8 27-6-0 0-7-4 29-4-8 1-10-8 1-9-50-10-18-7-138-11-111-9-50-10-15-9-96.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-6-4,Edge], [10:0-6-4,Edge], [13:0-3-8,0-2-0], [16:0-3-8,0-2-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.89 0.89 0.85 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.49 -0.85 0.73 0.18 (loc) 14-15 13-14 19 15 l/defl >643 >366 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 123 lb FT = 4% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 *Except* B2: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 OTHERS 2x8 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 18=1823/0-5-8, 19=1822/0-5-8 Max Horz18=138(LC 8) Max Uplift18=-271(LC 8), 19=-271(LC 9) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=117, 2-3=-3984, 3-20=-5283, 4-20=-5137, 4-5=-5086, 5-6=-5183, 6-7=-5183, 7-8=-5086, 8-21=-5137, 9-21=-5283, 9-10=-3984, 10-11=117 BOT CHORD 17-18=49, 2-18=-1773, 16-17=56, 15-16=3842, 14-15=3909, 13-14=3842, 12-13=56, 12-19=49, 10-19=-1773 WEBS 6-14=2423, 7-14=-404, 9-14=1170, 9-13=-1011, 10-13=3450, 6-15=2423, 5-15=-404, 3-15=1170, 3-16=-1011, 2-16=3450 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 18 = 0.00, 19 = 0.00 and 19 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 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 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 18, 19 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 271 lb uplift at joint 18 and 271 lb uplift at joint 19. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 16081664B Truss T02GR Truss Type Roof Special Girder Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:27 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-VMJe9?jb?y1rwqNzZUQwJEh615xHdwCe0C2pHqymLjQ Scale = 1:56.8 T2 T3 T4 T5 B1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 W1 W15 W14 T1 B3B2 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 3x8 4x4 5x8 5x6 3x4 4x4 3x4 4x6 3x8 2x4 4x8 4x4 2x4 4x8 2x4 4x4 3x10 MT20HS4x12 4x6 5x12 MT18HS Special JL24 NAILED NAILED 2-1-4 2-1-4 7-0-9 4-11-5 11-11-14 4-11-5 15-7-13 3-7-15 21-10-9 6-2-12 26-9-14 4-11-5 31-3-4 4-5-6 33-10-8 2-7-4 5-6-13 5-6-13 10-7-5 5-0-8 15-7-13 5-0-8 19-4-8 3-8-11 23-1-3 3-8-11 26-9-14 3-8-11 31-3-4 4-5-6 33-10-8 2-7-4 0-6-42-9-28-4-31-5-82-9-26.00 12 Plate Offsets (X,Y)-- [5:0-2-4,0-2-0], [6:0-1-0,0-2-0], [8:0-2-12,0-2-8], [9:0-4-0,0-2-8], [10:0-2-12,0-1-12], [11:Edge,0-3-8], [12:0-3-12,0-2-0], [15:0-2-11,0-1-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.94 0.72 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.26 -0.43 0.10 0.10 (loc) 14-15 14-15 11 15 l/defl >999 >880 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS MT18HS Weight: 180 lb FT = 4% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 2100F 1.8E *Except* B1: 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins, except end verticals, and 2-0-0 oc purlins (2-6-3 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-20. WEBS 1 Row at midpt 6-16, 8-12, 2-20 REACTIONS.(lb/size) 20=2195/0-5-8, 11=2332/Mechanical Max Horz20=129(LC 21) Max Uplift20=-262(LC 7), 11=-331(LC 8) Max Grav20=2195(LC 1), 11=2563(LC 18) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=197, 2-21=-2656, 3-21=-2451, 3-22=-2340, 4-22=-2230, 4-5=-2216, 5-6=-2299, 6-23=-3489, 23-24=-3495, 7-24=-3574, 7-8=-3683, 8-25=-2225, 25-26=-2225, 9-26=-2225, 9-10=-2586, 10-11=-2326 BOT CHORD 1-20=-56, 19-20=2226, 18-19=2328, 17-18=2356, 16-17=2356, 15-16=2624, 14-15=4889, 14-27=4880, 13-27=4880, 12-13=4880, 11-12=64 WEBS 2-19=97, 3-19=-102, 3-18=107, 3-16=-547, 5-16=1564, 6-16=-1230, 6-15=1341, 7-15=-358, 8-15=-1837, 8-14=161, 8-12=-2989, 9-12=754, 2-20=-2905, 10-12=2461 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 19 = 0.00 and 20 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 262 lb uplift at joint 20 and 331 lb uplift at joint 11. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Use USP JL24 (With 10d nails into Girder & NA9D nails into Truss) or equivalent at 29-5-14 from the left end to connect truss(es) J13 (1 ply 2x8 SP) to back face of bottom chord. 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails. For more details refer to MiTek's ST-TOENAIL Detail. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 74 lb down and 31 lb up at 29-5-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 17) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-100, 5-8=-100, 8-9=-100, 9-10=-100, 1-11=-20 Concentrated Loads (lb) Vert: 11=-53(B) 12=-49(B) 25=-18(B) 27=-360(B) Job 16081664B Truss T03 Truss Type Roof Special Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:27 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-VMJe9?jb?y1rwqNzZUQwJEh8P5v5dzGe0C2pHqymLjQ Scale = 1:50.5 T2 T2 B1 B2 B3 B2 B1 W5 W4 W3 W2 W1 W5 W4 W3 W2 W1BL1 BL1 T1 T1 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 5x8 7x16 MT18HS 2x4 6x10 6x10 2x4 7x16 MT18HS 5x6 4x4 5x6 5x6 4x4 5x6 0-7-4 0-7-4 5-8-12 5-1-8 10-10-4 5-1-8 16-7-12 5-9-8 21-9-4 5-1-8 26-10-12 5-1-8 27-6-0 0-7-4 -1-10-8 1-10-8 0-7-4 0-7-4 5-8-12 5-1-8 10-10-4 5-1-8 13-9-0 2-10-12 16-7-12 2-10-12 21-9-4 5-1-8 26-10-12 5-1-8 27-6-0 0-7-4 29-4-8 1-10-8 1-9-50-10-18-7-138-11-111-9-50-10-14-9-96.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-6-4,Edge], [4:0-3-0,0-3-4], [6:0-3-0,0-3-4], [8:0-6-4,Edge], [11:0-2-12,0-2-12], [12:0-6-12,0-3-4], [13:0-6-12,0-3-4], [14:0-2-12,0-2-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.79 0.86 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.45 -0.83 0.64 0.18 (loc) 12-13 12-13 17 12-13 l/defl >699 >375 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 121 lb FT = 4% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T1: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x8 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 16=1823/0-5-8, 17=1822/0-5-8 Max Horz16=138(LC 8) Max Uplift16=-271(LC 8), 17=-271(LC 9) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=117, 2-3=-3424, 3-18=-5000, 4-18=-4875, 4-5=-4929, 5-6=-4929, 6-19=-4875, 7-19=-5000, 7-8=-3424, 8-9=117 BOT CHORD 15-16=63, 2-16=-1759, 14-15=-49, 13-14=3300, 12-13=2761, 11-12=3300, 10-11=-49, 10-17=63, 8-17=-1759 WEBS 5-12=2589, 6-12=-388, 7-12=1409, 7-11=-1089, 8-11=2990, 5-13=2589, 4-13=-388, 3-13=1409, 3-14=-1089, 2-14=2990 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 16 = 0.00, 17 = 0.00 and 17 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 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 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 16, 17 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 271 lb uplift at joint 16 and 271 lb uplift at joint 17. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 16081664B Truss T03GR Truss Type Roof Special Girder Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:29 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-RkRPahlrXZIZA8XMhvSOOfmT4uhD5qvxUWXwMiymLjO Scale = 1:51.4 T1 T2 T3 T3 T4 T1 B1 W1 W2 W3 W4 W5 W6 W7 W7 W6 W5 W4 W8 W2 W1 B2 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 29 303x8 6x12 4x8 4x6 4x8 3x8 4x4 4x6 4x4 2x4 4x8 2x4 2x4 4x8 2x4 4x4 6x12 4x6 Special Special SKH24R Special JL24 Special 2-1-4 2-1-4 5-1-12 3-0-8 8-7-12 3-6-0 13-3-9 4-7-13 17-11-7 4-7-13 22-7-4 4-7-13 26-1-14 3-6-10 29-2-6 3-0-8 31-3-10 2-1-4 5-1-12 5-1-12 8-7-12 3-6-0 12-1-10 3-5-14 15-7-8 3-5-14 19-1-6 3-5-14 22-7-4 3-5-14 26-1-14 3-6-10 31-3-10 5-1-12 0-6-43-1-26-7-00-6-43-1-26.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-2-8], [3:0-2-12,0-2-0], [5:0-3-0,0-1-4], [7:0-2-12,0-2-0], [8:0-4-8,0-2-8], [11:0-1-8,0-1-8], [13:0-4-0,0-1-12], [15:0-4-0,0-1-12], [17:0-1-8,0-1-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2009/TPI2007 CSI. TC BC WB (Matrix) 0.84 0.50 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.25 -0.38 0.10 0.07 (loc) 13-15 13-15 10 15 l/defl >999 >871 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 160 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF 2100F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-10 oc purlins, except 2-0-0 oc purlins (3-3-4 max.): 2-3, 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-18,9-10. REACTIONS.(lb/size) 18=2478/0-5-8, 10=2474/0-5-8 Max Horz18=-88(LC 38) Max Uplift18=-388(LC 7), 10=-387(LC 8) Max Grav18=3030(LC 22), 10=3026(LC 22) FORCES.(lb) - First Load Case Only TOP CHORD 1-19=-243, 2-19=-85, 2-20=-2329, 3-20=-2330, 3-21=-3028, 4-21=-2961, 4-22=-2939, 22-23=-2861, 5-23=-2854, 5-24=-2859, 24-25=-2864, 6-25=-2943, 6-26=-2966, 7-26=-3032, 7-27=-2335, 8-27=-2334, 8-28=-82, 9-28=-237 BOT CHORD 1-18=104, 17-18=2407, 17-29=3790, 16-29=3790, 15-16=3796, 14-15=2148, 13-14=2148, 12-13=3824, 12-30=3817, 11-30=3817, 10-11=2412, 9-10=99 WEBS 2-18=-2988, 2-17=1453, 3-17=-1820, 3-16=120, 3-15=-1320, 4-15=-357, 5-15=1180, 5-13=1191, 6-13=-356, 7-13=-1348, 7-12=129, 7-11=-1838, 8-11=1457, 8-10=-3001 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00 and 18 = 0.00 NOTES- 1) Wind: ASCE 7-05; 100mph; TCDL=5.0psf; BCDL=5.0psf; h=24ft; Cat. II; Exp C; enclosed; MWFRS (low-rise); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 388 lb uplift at joint 18 and 387 lb uplift at joint 10. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use USP SKH24R (With 16d nails into Girder & NA9D nails into Truss) or equivalent at 5-1-12 from the left end to connect truss(es) CJ05 (1 ply 2x4 SPF) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 12) Use USP JL24 (With 16d nails into Girder & NA9D nails into Truss) or equivalent at 25-11-4 from the left end to connect truss(es) J12 (1 ply 2x6 SPF) to back face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 122 lb down and 43 lb up at 5-1-12, and 122 lb down and 43 lb up at 26-1-14 on top chord, and 466 lb down and 59 lb up at 5-3-12, and 66 lb down and 179 lb up at 26-1-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-100, 2-3=-100, 3-5=-100, 5-7=-100, 7-8=-100, 8-9=-100, 1-9=-20 Concentrated Loads (lb) Vert: 2=-66(B) 17=-66(B) 8=-66(B) 29=-466(B) 30=-532(B) Job 16081664B Truss T04 Truss Type Roof Special Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:29 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-RkRPahlrXZIZA8XMhvSOOfmUvuad5ugxUWXwMiymLjO Scale = 1:50.5 T2 T2 B1 B2 B3 B2 B1 W5 W4 W3 W2 W1 W5 W4 W3 W2 W1 T1 T1 BL1 BL1 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 3x8 6x6 3x8 7x16 MT18HS 2x4 6x10 6x10 2x4 7x16 MT18HS 2x4 4x4 4x6 2x4 4x4 4x6 0-7-4 0-7-4 4-8-12 4-1-8 8-10-4 4-1-8 18-7-12 9-9-8 22-9-4 4-1-8 26-10-12 4-1-8 27-6-0 0-7-4 -1-10-8 1-10-8 0-7-4 0-7-4 4-8-12 4-1-8 8-10-4 4-1-8 13-9-0 4-10-12 18-7-12 4-10-12 22-9-4 4-1-8 26-10-12 4-1-8 27-6-0 0-7-4 29-4-8 1-10-8 1-9-50-10-18-7-138-11-111-9-50-10-13-9-96.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-6-4,Edge], [10:0-6-4,Edge], [13:0-2-8,0-2-4], [14:0-6-4,0-3-0], [15:0-6-4,0-3-0], [16:0-2-8,0-2-4] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.79 0.92 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.38 -1.08 0.44 0.15 (loc) 14-15 14-15 19 14-15 l/defl >820 >288 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 121 lb FT = 4% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x8 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS.(lb/size) 18=1823/0-5-8, 19=1822/0-5-8 Max Horz18=-138(LC 9) Max Uplift18=-271(LC 8), 19=-271(LC 9) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=117, 2-3=-2795, 3-20=-4535, 4-20=-4388, 4-5=-4545, 5-6=-4442, 6-7=-4442, 7-8=-4545, 8-21=-4388, 9-21=-4535, 9-10=-2795, 10-11=117 BOT CHORD 17-18=73, 2-18=-1749, 16-17=-84, 15-16=2695, 14-15=2151, 13-14=2695, 12-13=-84, 12-19=73, 10-19=-1749 WEBS 6-14=2520, 8-14=-448, 9-14=1564, 9-13=-1173, 10-13=2466, 6-15=2520, 4-15=-448, 3-15=1564, 3-16=-1173, 2-16=2466 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00, 18 = 0.00, 18 = 0.00, 19 = 0.00 and 19 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 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 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Bearing at joint(s) 18, 19 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 271 lb uplift at joint 18 and 271 lb uplift at joint 19. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 16081664B Truss T05 Truss Type Common Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:30 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-vx?no1mUItQQnH6YEczexsJeJIvyqJh4jAGTu8ymLjN Scale = 1:56.9 T2 T2 B1 W4 W3 W2 W3 W2 W1 W1 T1 T1 B3B2 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 4x10 4x6 4x10 3x8 3x6 3x8 4x10 2x4 4x10 2x4 3x8 3x10 MT20HS3x8 3x8 2-1-4 2-1-4 9-0-7 6-11-3 17-10-8 8-10-1 26-8-9 8-10-1 33-7-12 6-11-3 35-9-0 2-1-4 9-0-7 9-0-7 17-10-8 8-10-1 26-8-9 8-10-1 35-9-0 9-0-7 0-6-49-5-80-6-46.00 12 Plate Offsets (X,Y)-- [1:0-8-4,0-0-15], [2:0-4-13,0-2-0], [6:0-4-13,0-2-0], [7:0-8-4,0-0-15], [8:0-4-4,0-1-8], [14:0-4-4,0-1-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.88 0.92 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.43 0.15 0.09 (loc) 11-13 11-13 8 11-13 l/defl >999 >892 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 173 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-11, 2-11 2 Rows at 1/3 pts 2-14, 6-8 REACTIONS.(lb/size) 14=2145/0-5-8, 8=2145/0-5-8 Max Horz14=-128(LC 6) Max Uplift14=-261(LC 8), 8=-261(LC 9) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=534, 2-15=-2158, 3-15=-2007, 3-4=-1937, 4-5=-1937, 5-16=-2007, 6-16=-2158, 6-7=534 BOT CHORD 1-14=-270, 13-14=2446, 12-13=2446, 11-12=2446, 10-11=2446, 9-10=2446, 8-9=2446, 7-8=-270 WEBS 4-11=951, 6-11=-805, 6-10=125, 2-11=-805, 2-13=125, 2-14=-3233, 6-8=-3233 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00 and 14 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 lb uplift at joint 14 and 261 lb uplift at joint 8. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 16081664B Truss T06 Truss Type Roof Special Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:31 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-N7Y9?Nn63AYHPRhloJUtT4rqfiJ6ZnGExq01QbymLjM Scale = 1:58.0 T2 T3 T4 T5 B1 W3 W4 W5 W6 W7 W8 W9 W10 W1 W2 W1 W11 T1 T1 B1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 3x6 4x6 5x6 3x8 3x10 MT20HS 3x4 3x4 4x6 5x6 4x4 3x8 3x4 4x6 5x6 12x18 MT18HS 7-0-4 7-0-4 14-10-12 7-10-8 19-4-12 4-6-0 25-6-10 6-1-14 32-0-0 6-5-6 -1-10-8 1-10-8 7-0-4 7-0-4 13-9-0 6-8-12 14-10-12 1-1-12 19-4-12 4-6-0 25-6-10 6-1-14 32-0-0 6-5-6 33-10-8 1-10-8 1-5-87-9-28-4-01-5-87-9-26.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-2-0,0-2-4], [7:0-4-0,0-2-8], [12:1-3-5,Edge], [13:0-2-12,0-2-0], [16:0-3-0,0-2-4] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.77 0.67 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.31 0.08 0.07 (loc) 16-17 16-17 12 16 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS MT18HS Weight: 161 lb FT = 4% GRIP 197/144 148/108 197/144 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-2 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 6-16, 6-14 REACTIONS.(lb/size) 18=2105/0-5-8, 12=2105/0-5-8 Max Horz18=130(LC 8) Max Uplift18=-259(LC 8), 12=-289(LC 9) Max Grav18=2105(LC 1), 12=2580(LC 20) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=90, 2-3=-2678, 3-4=-2196, 4-5=-2031, 5-6=-2126, 6-7=-1925, 7-19=-2156, 8-19=-2163, 8-9=-2314, 9-20=-2391, 10-20=-2645, 10-11=90, 2-18=-2038, 10-12=-2041 BOT CHORD 17-18=186, 16-17=2260, 15-16=1995, 14-15=1995, 13-14=2241, 12-13=145 WEBS 3-17=-222, 3-16=-522, 5-16=1361, 6-16=-950, 6-14=-133, 7-14=438, 9-14=-380, 9-13=-282, 2-17=2107, 10-13=2135 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00 and 18 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 259 lb uplift at joint 18 and 289 lb uplift at joint 12. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss T07 Truss Type Roof Special Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:31 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-N7Y9?Nn63AYHPRhloJUtT4rpniIAZmGExq01QbymLjM Scale = 1:57.8 T2 T3 T4 T5 B1 W3 W4 W5 W6 W7 W8 W9 W10 W1 W2 W1 W11 B3B2 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 3x8 5x6 4x6 4x6 3x6 3x4 3x6 4x8 3x4 3x4 4x6 4x6 5x12 MT18HS 12x18 MT18HS3x4 8-7-2 8-7-2 16-10-12 8-3-10 21-4-12 4-6-0 26-6-10 5-1-14 32-0-0 5-5-6 -1-10-8 1-10-8 7-0-4 7-0-4 13-9-0 6-8-12 16-10-12 3-1-12 21-4-12 4-6-0 26-6-10 5-1-14 32-0-0 5-5-6 33-10-8 1-10-8 1-5-86-9-28-4-01-5-86-9-26.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-2-0,0-1-8], [6:0-2-12,0-3-4], [7:0-3-4,0-1-12], [11:1-3-5,Edge], [13:0-2-12,0-2-0], [15:0-2-12,0-1-8], [18:Edge,0-3-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.89 0.73 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.38 0.10 0.08 (loc) 15-17 15-17 11 15-17 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 158 lb FT = 4% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T2,T1: 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, and 2-0-0 oc purlins (2-5-1 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 3-18 REACTIONS.(lb/size) 18=2105/0-5-8, 11=2105/0-5-8 Max Horz18=-130(LC 9) Max Uplift18=-259(LC 8), 11=-289(LC 9) Max Grav18=2105(LC 1), 11=2547(LC 20) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=90, 2-3=-393, 3-4=-2558, 4-19=-2390, 5-19=-2300, 5-6=-2609, 6-20=-2321, 7-20=-2321, 7-21=-2305, 8-21=-2429, 8-9=-2560, 9-10=90, 2-18=-647, 9-11=-2047 BOT CHORD 17-18=2245, 16-17=1828, 15-16=1828, 14-15=2056, 13-14=2181, 12-13=81, 11-12=81 WEBS 3-17=-324, 5-17=573, 5-15=1313, 6-15=-1466, 7-15=453, 7-14=183, 8-14=-153, 8-13=-386, 3-18=-2451, 9-13=2155 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00, 17 = 0.00 and 18 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 259 lb uplift at joint 18 and 289 lb uplift at joint 11. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss T08 Truss Type Roof Special Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:32 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-sJ6XCjnkqUg81bFxM1?60HOyq6chIDWNAUlaz1ymLjL Scale = 1:57.8 T2 T3 T4 T5 B1 W3 W4 W5 W6 W7 W8 W1 W2 W10 W9B1 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 3x8 5x6 4x6 8x8 3x6 3x4 3x6 4x8 3x6 4x6 5x12 MT18HS 4x6 10x14 MT20HS 9-7-2 9-7-2 18-10-12 9-3-10 23-4-12 4-6-0 32-0-0 8-7-4 -1-10-8 1-10-8 7-0-4 7-0-4 13-9-0 6-8-12 18-10-12 5-1-12 23-4-12 4-6-0 32-0-0 8-7-4 33-10-8 1-10-8 1-5-85-9-28-4-01-5-85-9-26.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-2-0,0-1-8], [6:0-2-12,0-3-0], [7:0-6-0,0-2-8], [8:0-5-8,0-3-4], [10:0-3-0,0-1-4], [11:0-2-0,0-1-8], [12:0-2-8,0-1-8], [15:Edge,0-3-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 1.00 0.84 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.46 0.10 0.08 (loc) 14-15 14-15 10 12-14 l/defl >999 >816 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS MT18HS Weight: 156 lb FT = 4% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T4: 2x4 SPF No.2, T5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* W10: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-6-14 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-12, 3-15 REACTIONS.(lb/size) 15=2099/0-5-8, 10=2108/0-5-8 Max Horz15=-134(LC 9) Max Uplift15=-259(LC 8), 10=-292(LC 9) Max Grav15=2099(LC 1), 10=2519(LC 20) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=90, 2-3=-400, 3-4=-2479, 4-16=-2313, 5-16=-2273, 5-6=-3024, 6-17=-2659, 7-17=-2659, 7-18=-2363, 8-18=-2626, 8-9=94, 2-15=-650, 8-10=-2025 BOT CHORD 14-15=2227, 13-14=1821, 12-13=1821, 11-12=2141, 10-11=523 WEBS 3-14=-318, 5-14=539, 5-12=1496, 6-12=-1750, 7-12=799, 7-11=-101, 3-15=-2422, 8-11=1632 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00 and 15 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 259 lb uplift at joint 15 and 292 lb uplift at joint 10. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss T09 Truss Type Roof Special Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:33 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-KWgvQ3oMboo?elq7wkXLYVwArWyd1eGWP8V7VTymLjK Scale = 1:58.0 T2 T3 T4 T5 B1 W3 W4 W5 W6 W7 W8 W9 W1 W2 W1 W10 T1 B1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 3x6 6x8 5x6 3x10 MT20HS 3x10 MT20HS 3x4 4x6 3x8 8x8 2x4 5x6 12x18 MT18HS4x10 7-0-4 7-0-4 13-9-0 6-8-12 20-10-12 7-1-12 25-4-12 4-6-0 32-0-0 6-7-4 -1-10-8 1-10-8 7-0-4 7-0-4 13-9-0 6-8-12 20-10-12 7-1-12 25-4-12 4-6-0 32-0-0 6-7-4 33-10-8 1-10-8 1-5-84-9-28-4-01-5-84-9-26.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-1-12,Edge], [6:0-2-12,0-3-0], [7:0-4-0,0-2-8], [10:1-3-5,Edge], [11:0-2-8,0-2-4] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.79 0.86 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.37 0.10 0.08 (loc) 12-14 12-14 10 12 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS MT18HS Weight: 152 lb FT = 4% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T3: 2x6 SPF 2100F 1.8E, T4: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-5 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS.(lb/size) 16=2105/0-5-8, 10=2105/0-5-8 Max Horz16=129(LC 8) Max Uplift16=-260(LC 8), 10=-289(LC 9) Max Grav16=2105(LC 1), 10=2480(LC 20) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=90, 2-3=-2670, 3-4=-2243, 4-17=-2081, 5-17=-2080, 5-18=-2081, 6-18=-2231, 6-7=-2161, 7-19=-2429, 8-19=-2601, 8-9=90, 2-16=-2034, 8-10=-2038 BOT CHORD 15-16=196, 14-15=2251, 13-14=3045, 12-13=3045, 11-12=3041, 10-11=219 WEBS 3-15=-236, 3-14=-467, 5-14=1152, 6-14=-1388, 6-12=108, 6-11=-1222, 7-11=577, 2-15=2088, 8-11=1997 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00 and 16 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 260 lb uplift at joint 16 and 289 lb uplift at joint 10. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss T10 Truss Type Roof Special Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:33 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-KWgvQ3oMboo?elq7wkXLYVw8IW1k1enWP8V7VTymLjK Scale = 1:57.9 T2 T3 T4 T5 B1 W3 W4 W5 W6 W7 W8 W9 W1 W2 W1 W10 T1 B1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 3x6 6x8 5x6 3x10 MT20HS 3x10 MT20HS 3x4 3x6 3x8 8x8 2x4 5x6 3x10 MT20HS 5x6 4x8 7-0-4 7-0-4 13-9-0 6-8-12 22-10-12 9-1-12 27-4-12 4-6-0 32-0-0 4-7-4 -1-10-8 1-10-8 7-0-4 7-0-4 13-9-0 6-8-12 22-10-12 9-1-12 27-4-12 4-6-0 32-0-0 4-7-4 33-10-8 1-10-8 1-5-83-9-28-4-01-5-83-9-26.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [5:0-1-12,Edge], [6:0-2-12,0-3-0], [7:0-4-0,0-2-8], [8:0-3-0,0-1-12], [11:0-1-8,0-1-12], [14:0-2-0,0-1-8], [15:0-2-4,0-1-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.96 0.53 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.21 -0.49 0.10 0.10 (loc) 12-14 12-14 10 12-14 l/defl >999 >773 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 150 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T3: 2x6 SPF 2100F 1.8E, T4,T5: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-1-11 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 6-11 REACTIONS.(lb/size) 16=2105/0-5-8, 10=2105/0-5-8 Max Horz16=-129(LC 9) Max Uplift16=-260(LC 8), 10=-289(LC 9) Max Grav16=2105(LC 1), 10=2447(LC 20) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=90, 2-3=-2664, 3-4=-2253, 4-17=-2124, 5-17=-2095, 5-18=-2016, 18-19=-2097, 6-19=-2295, 6-20=-2022, 7-20=-2023, 7-21=-2293, 8-21=-2408, 8-9=90, 2-16=-2031, 8-10=-2053 BOT CHORD 15-16=208, 14-15=2245, 13-14=3548, 12-13=3548, 11-12=3542, 10-11=55 WEBS 3-15=-244, 3-14=-443, 5-14=1063, 6-14=-1783, 6-12=143, 6-11=-1896, 7-11=639, 2-15=2069, 8-11=2073 JOINT STRESS INDEX 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00 and 16 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 260 lb uplift at joint 16 and 289 lb uplift at joint 10. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss T11 Truss Type Common Qty 2 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:34 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-oiEIdPp_M5wsGvPJTS2a5iTI_vJqm8hgdoEh1wymLjJ Scale = 1:46.6 T2 T3 B1 W2 W3 W4 W5 W1 HW1 W7 W6 T1 B2 1 2 3 4 5 6 11 10 9 8 7 12 3x10 MT20HS 4x6 4x6 5x6 3x4 3x4 4x6 3x4 3x6 4x4 5x6 2-1-4 2-1-4 11-1-3 8-11-15 20-1-1 8-11-15 29-4-8 9-3-7 7-10-15 7-10-15 15-7-8 7-8-9 22-4-4 6-8-12 29-4-8 7-0-4 0-6-48-4-01-5-86.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-2-8], [5:0-2-0,0-1-8], [7:0-2-12,0-2-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.90 0.79 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.42 0.09 0.07 (loc) 7-8 7-8 7 8-10 l/defl >999 >775 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 122 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 5-7 REACTIONS.(lb/size) 11=1874/0-5-8, 7=1634/Mechanical Max Horz11=132(LC 8) Max Uplift11=-235(LC 8), 7=-152(LC 9) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=478, 2-3=-2085, 3-4=-1887, 4-12=-1914, 5-12=-2081, 5-6=-398, 6-7=-421 BOT CHORD 1-11=-241, 10-11=1953, 9-10=1405, 8-9=1405, 7-8=1894 WEBS 2-10=-425, 4-10=576, 4-8=632, 5-8=-404, 2-11=-2670, 5-7=-2006 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00 and 11 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 235 lb uplift at joint 11 and 152 lb uplift at joint 7. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 16081664B Truss T12 Truss Type Roof Special Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:35 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-Guogrlqc6P2iu3_W19Zpew0SjJcTVX1psS_EaMymLjI Scale = 1:58.4 T2 T3 T4 T5 B1 W2 W3 W4 W5 W6 W7 W8 W9 W1 HW1 W10 HW1 T1 T6 B3B2 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 3x12 MT18HS 7x22 MT18HS 5x6 3x12 MT18HS 4x8 3x10 MT20HS2x4 4x8 4x8 4x4 3x8 4x10 2x4 3x8 4x6 6x6 3x10 MT20HS 2-1-4 2-1-4 9-5-9 7-4-5 16-9-14 7-4-5 21-3-4 4-5-6 28-4-15 7-1-11 33-7-12 5-2-13 35-9-0 2-1-4 7-11-1 7-11-1 15-7-13 7-8-12 16-9-14 1-2-1 21-3-4 4-5-6 28-4-15 7-1-11 35-9-0 7-4-1 0-6-47-9-28-4-30-6-47-9-26.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-11], [2:0-3-0,0-2-0], [5:0-2-0,0-2-4], [6:0-4-0,0-2-8], [8:0-4-13,0-1-8], [9:0-0-3,0-2-8], [10:0-2-12,0-2-0], [14:0-4-0,0-1-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.96 0.96 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.36 0.14 0.08 (loc) 12-13 12-13 10 14-16 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS MT18HS Weight: 169 lb FT = 4% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T3,T4: 2x4 SPF No.2, T6: 2x4 DF 2850F 2.3E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-1-15 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 2-14, 5-14, 5-13, 2-17, 8-10 REACTIONS.(lb/size) 17=2145/0-5-8, 10=2145/0-5-8 Max Horz17=-114(LC 6) Max Uplift17=-250(LC 8), 10=-279(LC 9) Max Grav17=2145(LC 1), 10=2617(LC 19) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=484, 2-18=-2268, 3-18=-2220, 3-4=-2071, 4-5=-2145, 5-6=-1967, 6-19=-2189, 7-19=-2211, 7-8=-2393, 8-20=493, 9-20=300 BOT CHORD 1-17=-246, 16-17=2350, 15-16=2399, 14-15=2399, 13-14=2029, 12-13=2332, 11-12=2332, 10-11=2332, 9-10=-265 WEBS 2-16=134, 2-14=-607, 4-14=1321, 5-14=-932, 5-13=-119, 6-13=428, 8-13=-408, 8-12=91, 2-17=-3156, 8-10=-3187 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00, 16 = 0.00 and 17 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 17 and 279 lb uplift at joint 10. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss T13 Truss Type Roof Special Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:35 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-Guogrlqc6P2iu3_W19Zpew0SOJerVWSpsS_EaMymLjI Scale = 1:55.8 T2 T3 T4 T5 B1 W2 W3 W4 W5 W6 W7 W8 W9 W1 HW1 W11 W10 T1 B3B2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 3x12 MT18HS 5x6 5x6 5x6 3x6 3x4 4x6 4x4 4x4 3x8 3x4 4x6 3x8 3x10 MT20HS 4x6 3x4 2-1-4 2-1-4 10-5-9 8-4-5 18-9-14 8-4-5 23-3-4 4-5-6 28-5-2 5-1-14 33-10-8 5-5-6 7-11-1 7-11-1 15-7-13 7-8-12 18-9-14 3-2-1 23-3-4 4-5-6 28-5-2 5-1-14 33-10-8 5-5-6 0-6-46-9-28-4-31-5-86-9-26.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-2-8], [5:0-2-0,0-2-8], [6:0-4-0,0-2-8], [8:0-3-0,0-1-8], [9:0-3-8,Edge], [11:0-2-12,0-2-0], [13:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.98 0.87 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.40 0.11 0.09 (loc) 13-15 13-15 9 13-15 l/defl >999 >948 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS MT18HS Weight: 158 lb FT = 4% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T2: 2x4 DF 2850F 2.3E, T1: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-10-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-16 REACTIONS.(lb/size) 16=2143/0-5-8, 9=1905/0-5-8 Max Horz16=132(LC 8) Max Uplift16=-249(LC 8), 9=-195(LC 9) Max Grav16=2143(LC 1), 9=2219(LC 19) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=479, 2-17=-2607, 3-17=-2481, 3-18=-2408, 4-18=-2304, 4-5=-2648, 5-19=-2080, 6-19=-2080, 6-20=-2342, 7-20=-2470, 7-8=-2618, 8-9=-1847 BOT CHORD 1-16=-243, 15-16=2343, 14-15=1859, 13-14=1859, 12-13=2350, 11-12=2246, 10-11=141, 9-10=141 WEBS 2-15=-355, 4-15=544, 4-13=1324, 5-13=-1098, 5-12=-465, 6-12=581, 7-12=-192, 7-11=-386, 2-16=-3146, 8-11=2160 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00 and 16 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 16 and 195 lb uplift at joint 9. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss T14 Truss Type Roof Special Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:36 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-k5M224qEtjAZVCZibt42A7Yd7jzhE0Dz56jo6oymLjH Scale = 1:56.5 T2 T3 T4 T5 B1 W2 W3 W4 W5 W6 W7W1 HW1 W9 W8 T1 B3B2 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 3x12 MT18HS 5x6 8x8 5x12 MT18HS 5x6 3x10 MT20HS3x4 4x6 4x4 4x6 3x8 4x6 4x10 3x6 2-1-4 2-1-4 11-5-9 9-4-5 20-9-14 9-4-5 25-3-4 4-5-6 33-10-8 8-7-4 7-11-1 7-11-1 15-7-13 7-8-12 20-9-14 5-2-1 25-3-4 4-5-6 33-10-8 8-7-4 0-6-45-9-28-4-31-5-85-9-26.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-2-8], [5:0-3-0,0-2-4], [6:0-6-0,0-2-8], [7:Edge,0-1-12], [10:0-2-8,0-2-0], [11:0-1-12,0-1-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.98 0.90 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.49 0.11 0.09 (loc) 11-13 11-13 8 11-13 l/defl >999 >784 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS MT18HS Weight: 155 lb FT = 4% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T2: 2x4 DF 2850F 2.3E, T4: 2x4 SPF No.2, T5: 2x6 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* W9: 2x6 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-1-9 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-14 REACTIONS.(lb/size) 14=2138/0-5-8, 8=1900/Mechanical Max Horz14=131(LC 8) Max Uplift14=-249(LC 8), 8=-194(LC 9) Max Grav14=2138(LC 1), 8=2176(LC 19) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=464, 2-15=-2534, 3-15=-2406, 3-16=-2336, 4-16=-2282, 4-5=-3070, 5-17=-2190, 6-17=-2194, 6-18=-2412, 7-18=-2674, 7-8=-1815 BOT CHORD 1-14=-230, 13-14=2329, 12-13=1851, 11-12=1851, 10-11=2685, 9-10=452, 8-9=452 WEBS 2-13=-362, 4-13=515, 4-11=1515, 5-11=-1147, 5-10=-766, 6-10=461, 2-14=-3114, 7-10=1770 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00 and 14 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 14 and 194 lb uplift at joint 8. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss T15 Truss Type Roof Special Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:37 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-CHwQGQrte0IQ7M8u9abHjL5p97JDzSZ6KmTLeEymLjG Scale = 1:55.1 T2 T3 T4 T5 B1 W2 W3 W4 W5 W6 W7 W8 W1 HW1 W10 W9 T1 B3B2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 18 19 20 21 3x10 MT20HS 6x8 5x6 6x6 3x4 2x4 4x8 3x8 8x8 2x4 3x8 12x18 MT18HS4x10 3x4 2-1-4 2-1-4 9-0-2 6-10-14 15-7-13 6-7-11 22-9-14 7-2-1 27-3-4 4-5-6 33-10-8 6-7-4 7-11-1 7-11-1 15-7-13 7-8-12 22-9-14 7-2-1 27-3-4 4-5-6 33-10-8 6-7-4 0-6-44-9-28-4-31-5-84-9-26.00 12 Plate Offsets (X,Y)-- [1:0-0-5,0-2-12], [2:0-2-15,0-1-12], [4:0-1-12,Edge], [5:0-2-12,0-3-0], [6:0-4-0,0-2-8], [8:1-3-5,Edge], [10:0-2-8,0-2-4] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.90 0.88 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.18 -0.38 0.13 0.09 (loc) 11-12 11-12 8 11 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS MT18HS Weight: 155 lb FT = 4% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 DF 2850F 2.3E *Except* T3: 2x6 SPF 2100F 1.8E, T4: 2x4 SPF No.2, T1: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-13 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 5-12, 2-15 REACTIONS.(lb/size) 15=2143/0-5-8, 8=1905/Mechanical Max Horz15=132(LC 8) Max Uplift15=-249(LC 8), 8=-195(LC 9) Max Grav15=2143(LC 1), 8=2153(LC 19) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=483, 2-16=-2313, 3-16=-2189, 3-17=-2119, 4-17=-2105, 4-18=-1991, 18-19=-2119, 5-19=-2267, 5-20=-2214, 6-20=-2215, 6-21=-2473, 7-21=-2646, 7-8=-1838 BOT CHORD 1-15=-248, 14-15=2338, 13-14=2367, 12-13=2367, 11-12=3086, 10-11=3082, 9-10=231, 8-9=231 WEBS 2-14=106, 2-12=-527, 4-12=1144, 5-12=-1395, 5-11=105, 5-10=-1210, 6-10=566, 2-15=-3143, 7-10=2040 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00 and 15 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 15 and 195 lb uplift at joint 8. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss T16 Truss Type Roof Special Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:38 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-gTToTmsVPKQHlWj5iH6WFYeznXfCiveFYQCuAhymLjF Scale = 1:55.8 T2 T3 T4 T5 B1 W2 W3 W4 W5 W6 W7 W8 W1 HW1 W10 W9 T1 B3B2 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 18 19 20 21 3x10 MT20HS 6x8 5x6 5x6 3x6 2x4 4x8 3x8 7x14 MT20HS 2x4 3x8 3x10 MT20HS6x8 4x6 3x10 MT20HS 2-1-4 2-1-4 9-8-2 7-6-14 15-7-13 5-11-11 24-9-14 9-2-1 29-3-4 4-5-6 33-10-8 4-7-4 7-11-1 7-11-1 15-7-13 7-8-12 24-9-14 9-2-1 29-3-4 4-5-6 33-10-8 4-7-4 0-6-43-9-28-4-31-5-83-9-26.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-2-8], [2:0-2-8,0-1-12], [4:1-0-2,0-3-4], [5:0-2-12,0-3-0], [6:0-4-0,0-2-8], [7:0-3-0,0-1-8], [9:0-1-12,0-3-0], [12:0-2-0,0-1-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.97 0.89 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.52 0.14 0.10 (loc) 11-12 11-12 8 11-12 l/defl >999 >736 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 150 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T3: 2x6 SPF 2100F 1.8E, T4,T5: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* B2: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-2-10 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 5-11-2 oc bracing. WEBS 1 Row at midpt 2-12, 5-12, 5-9, 2-15 REACTIONS.(lb/size) 15=2143/0-5-8, 8=1905/Mechanical Max Horz15=132(LC 8) Max Uplift15=-249(LC 8), 8=-195(LC 9) Max Grav15=2143(LC 1), 8=2120(LC 19) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=465, 2-16=-2322, 3-16=-2197, 3-17=-2147, 4-17=-2130, 4-18=-2093, 18-19=-2132, 5-19=-2329, 5-20=-2089, 6-20=-2090, 6-21=-2368, 7-21=-2469, 7-8=-1853 BOT CHORD 1-15=-231, 14-15=2332, 13-14=2374, 12-13=2374, 11-12=3597, 10-11=3591, 9-10=3591, 8-9=122 WEBS 2-14=103, 2-12=-523, 4-12=1060, 5-12=-1801, 5-11=142, 5-9=-1881, 6-9=639, 2-15=-3117, 7-9=2074 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00 and 15 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 15 and 195 lb uplift at joint 8. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss T17 Truss Type Common Qty 2 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:38 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-gTToTmsVPKQHlWj5iH6WFYe_sXgjiydFYQCuAhymLjF Scale = 1:46.7 T2 T3 B1 W2 W3 W4 W5 W1 HW1 W7 W6 T1 B2 1 2 3 4 5 6 11 10 9 8 7 12 3x10 MT20HS 4x6 4x6 5x6 3x4 3x4 4x6 3x4 3x6 4x4 5x6 2-1-4 2-1-4 11-1-6 9-0-2 20-1-8 9-0-2 29-5-2 9-3-10 7-11-1 7-11-1 15-7-13 7-8-12 22-4-12 6-8-14 29-5-2 7-0-7 0-6-48-4-31-5-86.00 12 Plate Offsets (X,Y)-- [1:0-1-2,0-2-8], [5:0-2-0,0-1-8], [7:0-2-12,0-2-12] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.90 0.80 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.17 -0.43 0.09 0.07 (loc) 7-8 7-8 7 8-10 l/defl >999 >770 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 122 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-11, 5-7 REACTIONS.(lb/size) 11=1877/0-5-8, 7=1637/Mechanical Max Horz11=132(LC 8) Max Uplift11=-236(LC 8), 7=-152(LC 9) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=478, 2-3=-2090, 3-4=-1892, 4-12=-1919, 5-12=-2085, 5-6=-399, 6-7=-422 BOT CHORD 1-11=-240, 10-11=1958, 9-10=1408, 8-9=1408, 7-8=1899 WEBS 2-10=-427, 4-10=578, 4-8=633, 5-8=-405, 2-11=-2675, 5-7=-2010 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 10 = 0.00 and 11 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 236 lb uplift at joint 11 and 152 lb uplift at joint 7. 9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 16081664B Truss T18 Truss Type Roof Special Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:39 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-8g1Bg6t7AeY8MgIHG?dlomAEnw0YRPYPn4ySj7ymLjE Scale = 1:51.7 T1 T2 T3 T3 T4 T1 B1 W2 W3 W4 W5 W6 W6 W5 W7 W3 W2 W1 HW1 W1 HW1B2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 4x4 4x6 4x4 4x6 5x12 3x4 4x6 4x8 4x6 3x4 4x6 4x6 4x4 4x8 4x6 4x4 4x8 2-1-4 2-1-4 11-1-12 9-0-8 14-7-12 3-6-0 16-7-4 1-11-8 20-1-14 3-6-10 29-2-6 9-0-8 31-3-10 2-1-4 5-8-1 5-8-1 11-1-12 5-5-11 14-7-12 3-6-0 15-7-8 0-11-12 16-7-4 0-11-12 20-1-14 3-6-10 25-7-9 5-5-11 31-3-10 5-8-1 0-6-46-1-26-7-00-6-46-1-26.00 12 Plate Offsets (X,Y)-- [1:0-2-5,Edge], [1:0-0-0,0-0-11], [3:0-3-4,0-1-12], [4:0-1-12,0-2-12], [5:0-3-0,0-1-12], [6:0-1-12,0-2-12], [7:0-3-4,0-1-12], [9:0-0-0,0-0-11], [9:0-2-5,Edge], [13:0-5-8,0-3-0], [14:0-2-0,0-2-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.64 0.82 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.14 -0.36 0.11 0.06 (loc) 12 10-11 10 14 l/defl >999 >917 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 155 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T1: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, except 2-0-0 oc purlins (3-8-1 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-16, 8-10 REACTIONS.(lb/size) 16=1878/0-5-8, 10=1878/0-5-8 Max Horz16=-89(LC 6) Max Uplift16=-243(LC 8), 10=-244(LC 9) Max Grav16=2422(LC 23), 10=2421(LC 23) FORCES.(lb) - First Load Case Only TOP CHORD 1-17=191, 2-17=374, 2-18=-2097, 18-19=-1924, 3-19=-1900, 3-4=-1912, 4-5=-2060, 5-6=-2063, 6-7=-1913, 7-20=-1897, 20-21=-1926, 8-21=-2097, 8-22=374, 9-22=191 BOT CHORD 1-16=-200, 15-16=1754, 14-15=1744, 13-14=1791, 12-13=1791, 11-12=1744, 10-11=1754, 9-10=-200 WEBS 2-15=-8, 3-15=151, 3-14=316, 4-14=-969, 5-14=736, 5-12=745, 6-12=-976, 7-12=315, 7-11=151, 8-11=-8, 2-16=-2531, 8-10=-2531 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00 and 16 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 243 lb uplift at joint 16 and 244 lb uplift at joint 10. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss T19 Truss Type Roof Special Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:40 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-dsbZuStlxxg?_qtTqi9_LzjKBKQjAteY0kh?FZymLjD Scale = 1:51.7 T1 T2 T3 T3 T4 T1 B1 W1 W2 W3 W4 W5 W6 W6 W5 W7 W3 W2 W1 HW1 HW1B2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 4x4 4x6 4x6 5x6 3x6 3x8 2x4 3x6 4x8 5x6 4x8 3x6 3x8 2x4 3x4 3x8 3x4 3x8 2-1-4 2-1-4 9-1-12 7-0-8 12-7-12 3-6-0 18-7-4 5-11-8 22-1-14 3-6-10 29-2-6 7-0-8 31-3-10 2-1-4 2-1-4 2-1-4 9-1-12 7-0-8 12-7-12 3-6-0 15-7-8 2-11-12 18-7-4 2-11-12 22-1-14 3-6-10 29-2-6 7-0-8 31-3-10 2-1-4 0-6-45-1-26-7-00-6-45-1-26.00 12 Plate Offsets (X,Y)-- [1:0-2-5,Edge], [1:0-0-0,0-0-11], [3:0-3-8,0-2-4], [4:0-1-12,0-2-8], [5:0-3-0,0-1-12], [6:0-2-12,0-3-4], [7:0-3-8,0-2-4], [9:0-0-0,0-0-11], [9:0-2-5,Edge], [10:0-2-4,0-1-0], [11:0-2-12,0-1-8], [12:0-2-8 ,0-2-0], [14:0-2-0,0-2-0], [15:0-2-12,0-1-8], [16:0-2-4,0-1-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.91 0.57 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.16 -0.29 0.06 0.06 (loc) 12-14 12-14 10 12-14 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 143 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T1: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-1-15 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 9-10-10 oc bracing. REACTIONS.(lb/size) 16=1878/0-5-8, 10=1878/0-5-8 Max Horz16=-89(LC 6) Max Uplift16=-250(LC 8), 10=-251(LC 9) Max Grav16=2422(LC 23), 10=2421(LC 23) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=-186, 2-17=-2133, 3-17=-1897, 3-18=-2153, 18-19=-2153, 4-19=-2153, 4-20=-2404, 5-20=-2324, 5-21=-2329, 6-21=-2422, 6-22=-2157, 22-23=-2157, 7-23=-2157, 7-24=-1899, 8-24=-2133, 8-9=-186 BOT CHORD 1-16=212, 15-16=212, 14-15=1756, 13-14=1717, 12-13=1717, 11-12=1756, 10-11=212, 9-10=212 WEBS 2-16=-1751, 2-15=1564, 3-15=-178, 3-14=656, 4-14=-1310, 5-14=963, 5-12=973, 6-12=-1316, 7-12=657, 7-11=-178, 8-11=1564, 8-10=-1752 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00 and 16 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 250 lb uplift at joint 16 and 251 lb uplift at joint 10. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss T20 Truss Type Roof Special Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:41 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-529x5ouNiFosc_RgOQgDtBGYXkifvL0iEORYn0ymLjC Scale = 1:51.7 T1 T2 T3 T3 T4 T1 B1 W1 W2 W3 W4 W5 W6 W6 W5 W7 W3 W2 W1 HW1 HW1B2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 5x6 3x10 MT20HS2x4 4x8 4x8 2x4 3x4 3x8 3x4 3x8 2-1-4 2-1-4 7-1-12 5-0-8 10-7-12 3-6-0 20-7-4 9-11-8 24-1-14 3-6-10 29-2-6 5-0-8 31-3-10 2-1-4 2-1-4 2-1-4 7-1-12 5-0-8 10-7-12 3-6-0 15-7-8 4-11-12 20-7-4 4-11-12 24-1-14 3-6-10 29-2-6 5-0-8 31-3-10 2-1-4 0-6-44-1-26-7-00-6-44-1-26.00 12 Plate Offsets (X,Y)-- [1:0-2-5,Edge], [1:0-0-0,0-0-15], [3:0-3-0,0-1-12], [4:0-2-4,0-3-4], [6:0-2-4,0-3-4], [7:0-3-0,0-1-12], [9:0-0-0,0-0-15], [9:0-2-5,Edge], [10:0-2-4,0-1-0], [12:0-4-0,0-1-12], [14:0-4-0,0-1-12], [16:0-2-4,0-1-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.75 0.78 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.22 -0.60 0.07 0.08 (loc) 12-14 12-14 10 12-14 l/defl >999 >539 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 135 lb FT = 4% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2, Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-1-7 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. REACTIONS.(lb/size) 16=1878/0-5-8, 10=1878/0-5-8 Max Horz16=89(LC 7) Max Uplift16=-250(LC 8), 10=-251(LC 9) Max Grav16=2423(LC 23), 10=2420(LC 23) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=83, 2-17=-2022, 3-17=-1875, 3-18=-2516, 18-19=-2516, 4-19=-2516, 4-20=-2844, 5-20=-2716, 5-21=-2725, 6-21=-2853, 6-22=-2524, 22-23=-2524, 7-23=-2524, 7-24=-1877, 8-24=-2022, 8-9=83 BOT CHORD 1-16=24, 15-16=24, 14-15=1711, 13-14=1720, 12-13=1720, 11-12=1711, 10-11=23, 9-10=23 WEBS 2-16=-1760, 2-15=1727, 3-15=-395, 3-14=1162, 4-14=-1622, 5-14=1202, 5-12=1215, 6-12=-1629, 7-12=1164, 7-11=-394, 8-11=1728, 8-10=-1760 JOINT STRESS INDEX 1 = 0.00, 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00, 9 = 0.00, 10 = 0.00, 11 = 0.00, 12 = 0.00, 13 = 0.00, 14 = 0.00, 15 = 0.00 and 16 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1, Lu=50-0-0 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) All plates are MT20 plates unless otherwise indicated. 7) All plates are 4x6 MT20 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 250 lb uplift at joint 16 and 251 lb uplift at joint 10. 10) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 16081664B Truss T21 Truss Type Common Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:41 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-529x5ouNiFosc_RgOQgDtBGbWkoGvEtiEORYn0ymLjC Scale = 1:33.3 T1 T1 B1 W4 W3 W4 W3 W1 W2 W1 W2 B2 1 2 3 4 5 10 9 8 7 6 11 12 4x4 4x4 4x4 3x4 3x4 3x6 3x4 3x6 4x4 4x4 6-11-3 6-11-3 13-6-13 6-7-11 20-6-0 6-11-3 5-3-4 5-3-4 10-3-0 4-11-12 15-2-12 4-11-12 20-6-0 5-3-4 1-5-86-7-01-5-86.00 12 Plate Offsets (X,Y)-- [6:0-1-12,0-2-0], [10:0-1-12,0-2-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.56 0.42 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.14 0.05 0.03 (loc) 8-9 9-10 6 8-9 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 90 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-3 oc bracing. REACTIONS.(lb/size) 10=1213/Mechanical, 6=1213/Mechanical Max Horz10=-72(LC 6) Max Uplift10=-111(LC 8), 6=-111(LC 9) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=-250, 2-11=-1446, 3-11=-1321, 3-12=-1321, 4-12=-1446, 4-5=-250, 1-10=-292, 5-6=-292 BOT CHORD 9-10=1286, 8-9=988, 7-8=1286, 6-7=1286 WEBS 3-8=414, 4-8=-252, 3-9=414, 2-9=-252, 2-10=-1435, 4-6=-1435 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00 and 10 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 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 111 lb uplift at joint 10 and 111 lb uplift at joint 6. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 16081664B Truss T22 Truss Type Common Qty 1 Ply 1 Bercume Builders / Vernon St. Job Reference (optional) Run: 7.640 s Apr 8 2016 Print: 7.640 s Apr 8 2016 MiTek Industries, Inc. Fri Aug 19 08:46:42 2016 Page 1 Universal Forest Products, 5631 S. NC 62, Burlington, NC ID:oLZc7VkoAn4FO7uOw8P_wzymMGG-ZEjJJ8v?TZwjD70sx7BSQOomG88Veh7rT2A6JSymLjB Scale = 1:33.3 T1 T1 B1 W4 W3 W4 W3 W1 W2 W1 W2 B2 1 2 3 4 5 10 9 8 7 6 11 12 4x4 4x4 4x4 3x4 3x4 3x6 3x4 3x6 4x4 4x4 6-11-3 6-11-3 13-6-13 6-7-11 20-6-0 6-11-3 5-3-4 5-3-4 10-3-0 4-11-12 15-2-12 4-11-12 20-6-0 5-3-4 1-5-86-7-01-5-86.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 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) 0.56 0.42 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) Wind(LL) in -0.06 -0.14 0.05 0.03 (loc) 8-9 9-10 6 8-9 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 90 lb FT = 4% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-8-3 oc bracing. REACTIONS.(lb/size) 10=1213/0-5-8, 6=1213/0-5-8 Max Horz10=-72(LC 6) Max Uplift10=-111(LC 8), 6=-111(LC 9) FORCES.(lb) - First Load Case Only TOP CHORD 1-2=-250, 2-11=-1446, 3-11=-1321, 3-12=-1321, 4-12=-1446, 4-5=-250, 1-10=-292, 5-6=-292 BOT CHORD 9-10=1286, 8-9=988, 7-8=1286, 6-7=1286 WEBS 3-8=414, 4-8=-252, 3-9=414, 2-9=-252, 2-10=-1435, 4-6=-1435 JOINT STRESS INDEX 1 = 0.00, 2 = 0.00, 3 = 0.00, 4 = 0.00, 5 = 0.00, 6 = 0.00, 7 = 0.00, 8 = 0.00, 9 = 0.00 and 10 = 0.00 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=1.60 2) TCLL: ASCE 7-05; Pf=40.0 psf (flat roof snow); Category II; Exp C; Partially Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 10 and 111 lb uplift at joint 6. 7) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard