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HomeMy WebLinkAboutTRUSSRe: Liu, Xuegang Pages or sheets covered by this seal: I33476806 thru I33476873 My license renewal date for the state of Indiana is July 31, 2018. ASH51_S Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. IMPORTANT NOTE: ASH51 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Timberland Home Center-Brazil, IN. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. May 29,2018 Job ASH51_S Truss CJ01 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 1 ASH51 Job Reference (optional) I33476806 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:22 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-M?KNq3iXR18VJb17eIERLMAOXIh81hR6WOtK9SzCwqJ Scale = 1:44.6 1 2 3 4 5 8 7 6 9 10 11 2x4 4x6 4x6 2x4 3x4 4x6 3x6 Special Special Special Special Special Special Special Special 4-5-11 4-5-11 8-11-6 4-5-11 -3-3-4 3-3-4 4-5-11 4-5-11 8-11-6 4-5-11 1- 5 - 6 6- 8 - 1 0 7.07 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.64 0.23 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.00 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 58 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 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) 8=512/0-4-9, 6=268/Mechanical Max Horz 8=104(LC 4) Max Uplift 8=-209(LC 4), 6=-82(LC 4) Max Grav 8=576(LC 6), 6=422(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-540/225, 2-3=-389/98 BOT CHORD 6-7=-17/343 WEBS 2-7=-2/445, 3-6=-459/101 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 16.9 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 8=209. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 104 lb down and 58 lb up at 3-4-9, 104 lb down and 58 lb up at 3-4-9, and 135 lb down and 106 lb up at 6-2-8, and 135 lb down and 106 lb up at 6-2-8 on top chord, and 18 lb down and 17 lb up at 3-4-9, 18 lb down and 17 lb up at 3-4-9, and 39 lb down and 18 lb up at 6-2-8, and 39 lb down and 18 lb up at 6-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 9) 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=-60, 2-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 4=-7(F=-3, B=-3) 9=115(F=57, B=57) 10=20(F=10, B=10) 11=-11(F=-5, B=-5) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss CJ02 Truss Type Diagonal Hip Girder Qty 1 Ply 1 ASH51 Job Reference (optional) I33476807 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:22 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-M?KNq3iXR18VJb17eIERLMAOXIiH1lC6WOtK9SzCwqJ Scale = 1:25.0 1 2 3 5 4 2x4 4x6 2x4 3x4 4-1-7 4-1-7 -3-3-4 3-3-4 4-1-7 4-1-7 1- 5 - 6 3- 1 0 - 8 7.07 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.64 0.16 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=450/0-4-9, 4=62/Mechanical Max Horz 5=103(LC 4) Max Uplift 5=-192(LC 4), 4=-76(LC 6) Max Grav 5=571(LC 6), 4=125(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-532/215 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 16.9 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=192. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss CJ03 Truss Type Diagonal Hip Girder Qty 1 Ply 1 ASH51 Job Reference (optional) I33476808 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:23 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-qCum2PjACKHMwlcJC0lgtajZHi1WmCRGl2cuhvzCwqI Scale = 1:25.0 1 2 3 5 4 6 7 2x4 4x6 2x4 3x4 NAILED NAILED 4-1-7 4-1-0 -3-3-4 3-3-4 4-1-7 4-1-7 1- 5 - 6 3- 1 0 - 8 7.07 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.64 0.16 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=418/0-4-3, 4=47/Mechanical Max Horz 5=103(LC 4) Max Uplift 5=-224(LC 4), 4=-91(LC 6) Max Grav 5=540(LC 6), 4=123(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-501/238 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 16.9 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=224. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 9) 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=-60, 2-3=-60, 4-5=-20 Concentrated Loads (lb) Vert: 6=46(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss CJ04 Truss Type Diagonal Hip Girder Qty 2 Ply 1 ASH51 Job Reference (optional) I33476809 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:23 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-qCum2PjACKHMwlcJC0lgtajZHi2XmB?Gl2cuhvzCwqI Scale = 1:34.8 1 2 3 5 4 2x4 4x6 2x4 3x4 3-3-8 3-3-8 -3-3-4 3-3-4 3-3-8 3-3-8 4- 4 - 0 6- 3 - 5 7.07 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.64 0.10 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=442/0-4-9, 4=3/Mechanical Max Horz 5=102(LC 4) Max Uplift 5=-105(LC 4), 4=-134(LC 6) Max Grav 5=596(LC 6), 4=52(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-566/123 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 16.9 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=105, 4=134. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss CJ05 Truss Type Diagonal Hip Girder Qty 1 Ply 1 ASH51 Job Reference (optional) I33476810 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:25 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-na0WS5kQkyX4A3liJRn8y?ow2VlmE4IYCM5_mnzCwqG Scale = 1:32.7 1 2 6 5 4 3 2x4 4x6 3x4 2-6-5 2-6-5 -3-3-4 3-3-4 2-6-5 2-6-5 4- 4 - 0 5- 9 - 1 4 5- 2 - 1 0 5- 9 - 1 4 7.07 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.56 0.05 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 5-6 5-6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=448/0-4-9, 3=-81/Mechanical, 5=25/Mechanical Max Horz 6=267(LC 4) Max Uplift 6=-51(LC 5), 3=-229(LC 6), 5=-349(LC 4) Max Grav 6=639(LC 6), 3=96(LC 4), 5=112(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-617/74 WEBS 2-5=-100/418 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 16.9 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 3=229, 5=349. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss H01 Truss Type Hip Qty 1 Ply 1 ASH51 Job Reference (optional) I33476811 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:25 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-na0WS5kQkyX4A3liJRn8y?oyZVdVEzFYCM5_mnzCwqG Scale = 1:48.5 12 3 4 5 6 7 8 12 11 10 9 6x6 6x12 2x8 4x12 5x6 3x6 2x4 3x8 3x4 4x6 3x6 8-10-4 8-10-4 12-10-4 4-0-0 21-4-0 8-5-12 -0-11-4 0-11-4 4-6-14 4-6-14 8-10-4 4-3-6 12-10-4 4-0-0 16-11-6 4-1-2 21-4-0 4-4-10 1- 1 - 1 0 8- 4 - 3 8- 6 - 3 1- 5 - 6 8- 4 - 3 10.00 12 Plate Offsets (X,Y)-- [2:0-9-1,Edge], [5:0-3-11,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.40 0.58 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.44 0.03 (loc) 2-12 2-12 9 l/defl >999 >583 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-12,6-12,6-10: 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 3-2-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=905/0-3-8, 9=846/0-3-8 Max Horz 2=2(LC 4) Max Uplift 2=-83(LC 4), 9=-53(LC 4) Max Grav 2=943(LC 8), 9=907(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1039/122, 4-5=-878/143, 5-6=-660/145, 6-7=-869/147, 7-8=-250/72 BOT CHORD 2-12=-6/657, 10-12=0/544, 9-10=-1/608 WEBS 5-12=-10/262, 7-9=-770/51 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 2, 9. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss H02 Truss Type Hip Girder Qty 1 Ply 2 ASH51 Job Reference (optional) I33476812 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:26 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-FnaugRl2VFfxnCKut8INVCL8jv_dzVKiR0rYIDzCwqF Scale = 1:51.2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 6x6 6x6 3x10 4x6 4x6 3x6 2x4 3x8 2x4 3x8 3x8 3x6 3x4 2x4 3x8 Special NAILED NAILED Special NAILED THJA26 3-6-8 3-6-8 6-9-8 3-3-0 10-10-4 4-0-12 14-11-0 4-0-12 17-11-12 3-0-12 21-4-0 3-4-4 -0-11-4 0-11-4 3-6-8 3-6-8 6-9-8 3-3-0 10-10-4 4-0-12 14-11-0 4-0-12 17-11-12 3-0-12 21-4-0 3-4-4 23-7-12 2-3-12 1- 1 - 1 0 6- 7 - 9 6- 9 - 9 1- 5 - 6 6- 7 - 9 10.00 12 Plate Offsets (X,Y)-- [2:0-7-9,0-0-6], [5:0-3-11,Edge], [7:0-3-11,Edge], [9:0-3-5,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.45 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.08 0.02 (loc) 13-14 13-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 271 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 2-4-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. REACTIONS.(lb/size) 2=1440/0-3-8, 11=1876/0-3-8 Max Horz 2=-83(LC 9) Max Uplift 2=-155(LC 4), 11=-273(LC 4) Max Grav 2=1500(LC 11), 11=1974(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1798/184, 4-5=-1695/231, 5-6=-1341/207, 6-7=-1712/260, 7-8=-2191/298, 8-9=-1927/225, 9-11=-1895/292 BOT CHORD 2-17=0/1224, 16-17=0/1224, 14-16=-0/1753, 13-14=-0/1753, 12-13=0/1416 WEBS 5-16=-84/828, 6-16=-935/112, 6-14=-3/724, 6-13=-344/71, 7-13=-16/929, 8-13=-153/384, 8-12=-573/78, 9-12=-109/1443 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=155, 11=273. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 14-10-10 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 lb down at 12-2-0 on top chord, and 888 lb down and 78 lb up at 12-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss H02 Truss Type Hip Girder Qty 1 Ply 2 ASH51 Job Reference (optional) I33476812 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:26 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-FnaugRl2VFfxnCKut8INVCL8jv_dzVKiR0rYIDzCwqF NOTES- 14) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-7=-60, 7-9=-60, 9-10=-60, 2-11=-20 Concentrated Loads (lb) Vert: 7=-96(B) 13=-284(B) 18=-11(B) 19=-96(B) 20=-888(B) 21=-43(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ASH51_S Truss H03 Truss Type Half Hip Qty 1 Ply 1 ASH51 Job Reference (optional) I33476813 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:27 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-jz8GtnmgGZnoPMv4Rspc1QuHHJIgixQrgga5qgzCwqE Scale = 1:56.2 12 3 4 5 6 7 8 12 11 10 9 3x6 4x6 3x4 3x8 3x10 5x6 5x6 3x6 3x6 2x4 3x8 3x4 5-3-11 5-3-11 10-3-14 5-0-3 19-8-0 9-4-2 -0-11-4 0-11-4 5-3-11 5-3-11 10-3-14 5-0-3 14-10-3 4-6-5 19-8-0 4-9-13 1- 1 - 1 0 9- 8 - 1 3 10.00 12 Plate Offsets (X,Y)-- [2:0-7-13,0-0-1], [6:0-4-4,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.51 0.59 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.50 0.02 (loc) 9-10 9-10 9 l/defl >999 >466 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-12,4-10: 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 3-7-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 7-9 REACTIONS.(lb/size) 9=779/0-3-8, 2=838/0-3-8 Max Horz 2=21(LC 4) Max Uplift 9=-66(LC 4), 2=-75(LC 4) Max Grav 9=779(LC 1), 2=868(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-956/88, 4-6=-718/149, 6-7=-522/153 BOT CHORD 2-12=0/594, 10-12=0/594, 9-10=0/295 WEBS 4-10=-342/125, 7-10=0/341, 7-9=-649/69 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 9, 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss H04 Truss Type Half Hip Qty 1 Ply 1 ASH51 Job Reference (optional) I33476814 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:27 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-jz8GtnmgGZnoPMv4Rspc1QuCOJL3ivergga5qgzCwqE Scale = 1:62.7 12 3 4 5 6 7 11 10 9 8 3x6 4x6 4x6 3x10 5x6 5x6 3x6 3x6 2x4 3x4 8x8 6-0-5 6-0-5 11-9-3 5-8-13 19-8-0 7-10-13 -0-11-4 0-11-4 6-0-5 6-0-5 11-9-3 5-8-13 19-8-0 7-10-13 1- 1 - 1 0 10 - 1 1 - 4 10.00 12 Plate Offsets (X,Y)-- [2:0-7-13,0-0-1], [6:0-4-12,0-1-12], [7:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.82 0.44 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.26 0.02 (loc) 8-9 8-9 8 l/defl >999 >902 n/a L/d 240 180 n/a PLATES MT20 Weight: 117 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-11: 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 4-1-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 4-9, 6-8 REACTIONS.(lb/size) 8=779/0-3-8, 2=838/0-3-8 Max Horz 2=24(LC 4) Max Uplift 8=-65(LC 4), 2=-72(LC 4) Max Grav 8=788(LC 8), 2=874(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-953/84, 4-6=-658/161 BOT CHORD 2-11=0/585, 9-11=0/585, 8-9=0/368 WEBS 4-9=-422/134, 6-9=-26/465, 6-8=-634/48 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 8, 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss H05 Truss Type Hip Girder Qty 1 Ply 2 ASH51 Job Reference (optional) I33476815 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:28 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-B9if57mI1tvf1WUH_ZKradQNvjhURGM?vKKfM6zCwqD Scale = 1:26.8 1 2 3 4 5 6 7 12 11 10 9 8131415 16 5x9 6x8 6x12 MT18HS 6x6 8x8 5x9 6x12 MT18HS 10x10 2x4 4x12 12x12 4x9 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 2-4-2 2-4-2 6-1-15 3-9-13 9-10-1 3-8-1 13-7-14 3-9-13 16-0-0 2-4-2 2-4-2 2-4-2 6-1-15 3-9-13 9-10-1 3-8-1 13-7-14 3-9-13 16-0-0 2-4-2 1- 1 - 1 0 3- 1 - 1 1- 1 - 1 0 3- 1 - 1 10.00 12 Plate Offsets (X,Y)-- [1:0-4-8,0-0-11], [3:0-9-0,0-2-0], [6:Edge,0-2-11], [7:0-2-9,0-2-14], [9:0-3-8,0-6-0], [11:0-3-8,0-6-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.77 0.43 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.24 0.04 (loc) 10-11 10-11 7 l/defl >999 >807 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 201 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF No.2 *Except* 5-11,5-9: 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 1-7-8, Right 2x10 SP No.2 1-6-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins, except 2-0-0 oc purlins (3-3-14 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=5905/0-3-8, 7=5869/0-3-8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-5915/0, 3-4=-9922/0, 4-5=-9921/0, 5-6=-5407/0, 6-7=-7668/0 BOT CHORD 1-11=0/4251, 10-11=0/9706, 9-10=0/9706, 7-9=0/5103 WEBS 3-11=0/6875, 5-11=0/361, 5-10=0/2738, 5-9=-5295/0, 6-9=0/5453 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 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 4-0-0 oc max. starting at 4-0-0 from the left end to 12-0-0 to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 8-0-0 oc max. starting at 6-0-0 from the left end to 14-0-0 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-7=-60, 1-7=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss H05 Truss Type Hip Girder Qty 1 Ply 2 ASH51 Job Reference (optional) I33476815 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:28 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-B9if57mI1tvf1WUH_ZKradQNvjhURGM?vKKfM6zCwqD LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 12=-1486(F) 11=-1406(F) 10=-1608(F) 13=-1522 14=-1493(F) 15=-1731(F) 16=-1248(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ASH51_S Truss H06 Truss Type Hip Girder Qty 1 Ply 1 ASH51 Job Reference (optional) I33476816 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:29 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-fLF1ISnwoA1Weg3TYHs47rzg_71WAoD87_3CvYzCwqC Scale = 1:29.1 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 24 4x9 4x6 3x10 4x6 6x6 3x10 2x4 2x4 6x8 3x8 3x10 Special NAILED NAILED NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED NAILED NAILED NAILED Special 1-0-6 1-0-6 5-8-11 4-8-5 10-3-5 4-6-9 14-11-10 4-8-5 16-0-0 1-0-6 -0-11-4 0-11-4 1-0-6 1-0-6 5-8-11 4-8-5 10-3-5 4-6-9 14-11-10 4-8-5 16-0-0 1-0-6 16-11-4 0-11-4 1- 1 - 1 0 1- 1 1 - 1 5 1- 1 - 1 0 1- 1 1 - 1 5 10.00 12 Plate Offsets (X,Y)-- [2:0-7-3,0-1-8], [3:0-7-4,0-2-0], [6:0-4-4,0-2-0], [7:0-7-3,0-1-8], [9:0-2-8,0-2-4], [13:0-2-0,0-2-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.30 0.38 0.55 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 0.02 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 78 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 1-0-6, Right 2x8 SP No.2 1-0-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (4-5-8 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=669/0-3-8, 7=669/0-3-8 Max Uplift 2=-119(LC 4), 7=-119(LC 4) Max Grav 2=672(LC 14), 7=672(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-830/95, 3-4=-1549/185, 4-5=-1549/185, 5-6=-514/73, 6-7=-786/86 BOT CHORD 2-13=-29/465, 11-13=-26/480, 10-11=-143/1558, 9-10=-143/1558, 7-9=-24/441 WEBS 3-11=-115/1100, 4-11=-305/98, 5-9=-1138/126, 6-9=0/489 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) except (jt=lb) 2=119, 7=119. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 99 lb up at 1-0-6, and 111 lb down and 99 lb up at 14-11-10 on top chord, and 14 lb down and 9 lb up at 1-0-6, and 14 lb down and 9 lb up at 14-10-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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=-60, 3-6=-60, 6-8=-60, 2-7=-20 Concentrated Loads (lb) Vert: 3=25(B) 6=25(B) 13=2(B) 9=2(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss H07 Truss Type Half Hip Qty 1 Ply 1 ASH51 Job Reference (optional) I33476817 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:30 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-7YpPWooZZU9NGqef6_NJf2WhQWEAvB4IMeplR?zCwqB Scale = 1:55.6 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 4x8 MT18HS 3x8 4x6 3x10 2x8 4x9 5x9 3x6 3x4 3x4 3x4 3x8 5x6 3x8 4x9 2-0-5 2-0-5 11-11-1 9-10-12 21-9-12 9-10-12 32-0-0 10-2-4 2-0-5 2-0-5 9-5-6 7-5-1 16-10-7 7-5-1 24-3-7 7-5-1 32-0-0 7-8-9 3- 2 - 1 3 4- 5 - 0 7.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-2-0], [8:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.90 0.93 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.65 0.15 (loc) 10-13 9-10 9 l/defl >999 >586 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 132 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 2-4,6-8: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 11-12: 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-14: 2x4 SPF No.2, 7-9: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-9 REACTIONS.(lb/size) 9=1268/0-3-8, 15=1268/Mechanical Max Horz 15=5(LC 6) Max Uplift 9=-111(LC 6), 15=-106(LC 6) Max Grav 9=1869(LC 13), 15=1751(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1006/88, 2-3=-905/92, 3-5=-3238/221, 5-7=-3011/202, 8-9=-353/63, 1-15=-1791/80 BOT CHORD 13-14=-156/3023, 10-13=-191/3432, 9-10=-134/2675 WEBS 3-14=-2436/190, 3-13=0/487, 5-13=-252/92, 5-10=-547/117, 7-10=0/654, 7-9=-2976/211, 1-14=-40/1619 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) except (jt=lb) 9=111, 15=106. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss H08 Truss Type Half Hip Qty 1 Ply 1 ASH51 Job Reference (optional) I33476818 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:31 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-bkNnj8pBKoHDu_DsghuYCG2rVwc_ebCRbIYJzRzCwqA Scale = 1:55.7 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 4x9 3x6 4x6 3x8 3x4 3x6 4x9 3x4 3x4 3x4 3x4 3x6 4x6 4x9 4x6 4-10-10 4-10-10 13-9-14 8-11-5 22-9-3 8-11-5 32-0-0 9-2-13 4-10-10 4-10-10 11-7-1 6-8-8 18-3-9 6-8-8 25-0-0 6-8-8 32-0-0 7-0-0 3- 2 - 1 3 6- 1 - 0 7.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-12], [7:0-4-8,Edge], [8:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.94 0.83 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.49 0.11 (loc) 9-10 9-10 9 l/defl >999 >779 n/a L/d 240 180 n/a PLATES MT20 Weight: 145 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-14,5-12,5-10,6-9: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 6-9 REACTIONS.(lb/size) 9=1268/0-3-8, 15=1268/Mechanical Max Horz 15=12(LC 6) Max Uplift 9=-111(LC 6), 15=-98(LC 6) Max Grav 9=1911(LC 13), 15=1628(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1523/139, 2-3=-1301/147, 3-5=-2491/204, 5-6=-2102/177, 8-9=-314/59, 1-15=-1596/116 BOT CHORD 12-14=-87/2413, 10-12=-96/2509, 9-10=-49/1825 WEBS 2-14=0/343, 3-14=-1483/108, 3-12=0/309, 5-10=-666/100, 6-10=0/771, 6-9=-2347/157, 1-14=-30/1507 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 15 except (jt=lb) 9=111. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss H09 Truss Type Half Hip Qty 1 Ply 1 ASH51 Job Reference (optional) I33476819 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:32 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-3wx9wUqp45P4V7o2DPPnkTb24K_yN2NapyIsVtzCwq9 Scale = 1:55.7 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 6x6 4x8 MT18HS 3x6 3x4 3x8 3x4 3x6 4x9 3x4 3x4 3x4 4x6 4x6 3x6 7-8-14 7-8-14 15-8-12 7-11-14 23-8-10 7-11-14 32-0-0 8-3-6 7-8-14 7-8-14 13-8-13 5-11-14 19-8-11 5-11-14 25-8-10 5-11-14 32-0-0 6-3-6 3- 2 - 1 3 7- 9 - 0 7.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-5-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.83 0.65 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.31 0.08 (loc) 8-9 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 163 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SP 2400F 2.0E 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 (3-6-12 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 4-9, 6-8 REACTIONS.(lb/size) 8=1268/0-3-8, 14=1268/Mechanical Max Horz 14=18(LC 6) Max Uplift 8=-111(LC 6), 14=-91(LC 6) Max Grav 8=1946(LC 13), 14=1513(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1660/157, 2-3=-1392/178, 3-4=-1993/200, 4-6=-1566/170, 7-8=-279/59, 1-14=-1443/131 BOT CHORD 11-13=-34/1978, 9-11=-33/1942, 8-9=0/1331 WEBS 2-13=0/393, 3-13=-950/62, 4-9=-798/96, 6-9=0/908, 6-8=-2066/130, 1-13=-1/1441 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 14 except (jt=lb) 8=111. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss H10 Truss Type Hip Qty 1 Ply 1 ASH51 Job Reference (optional) I33476820 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:33 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-Y7VY8qqRrPXx7HNEn6w0Hh8AQkHI6Ubk2c1P2JzCwq8 Scale = 1:87.8 12 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 5x9 3x8 5x6 5x9 4x6 4x6 4x14 MT18HS 3x6 2x4 3x10 3x6 3x6 3x6 3x6 3x6 4x6 4x6 3x8 MT18HS 8x8 5x6 3x8 3x12 MT18HS4x8 MT18HS 5-4-3 5-4-3 10-4-13 5-0-11 19-5-7 9-0-9 28-6-0 9-0-9 37-6-9 9-0-9 46-7-3 9-0-9 49-4-0 2-8-13 -0-11-4 0-11-4 5-4-3 5-4-3 10-4-13 5-0-11 17-7-11 7-2-14 24-10-9 7-2-14 32-1-7 7-2-14 39-4-5 7-2-14 46-7-3 7-2-14 49-4-0 2-8-13 0- 1 0 - 1 3 6- 1 1 - 1 0 5- 4 - 8 6- 1 1 - 1 0 7.00 12 Plate Offsets (X,Y)-- [2:0-6-12,Edge], [5:0-6-0,0-1-12], [12:0-3-8,0-2-8], [13:0-3-0,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.98 0.84 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.40 -0.90 0.30 (loc) 18-20 18-20 14 l/defl >999 >659 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 240 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 12-13: 2x4 SPF No.2, 10-12,7-10: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 6-22,11-15: 2x4 SPF-S 1650F 1.6E 8-20,8-18,9-18,9-16: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 3-1-12 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-10-0 max.): 5-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-22, 8-20, 9-16, 11-15, 13-14 REACTIONS.(lb/size) 2=2024/0-3-8, 14=1967/Mechanical Max Horz 2=23(LC 6) Max Uplift 2=-177(LC 6), 14=-164(LC 6) Max Grav 2=2212(LC 17), 14=2525(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3554/263, 4-5=-3506/296, 5-6=-3056/285, 6-8=-4437/366, 8-9=-4440/369, 9-11=-3430/297, 11-12=-1039/145, 12-13=-1183/150, 13-14=-2525/167 BOT CHORD 2-23=-171/2874, 22-23=-171/2874, 20-22=-216/4336, 18-20=-246/4592, 16-18=-218/4192, 15-16=-132/3126 WEBS 4-22=-363/189, 5-22=-40/1260, 6-22=-1758/132, 6-20=0/475, 8-20=-303/72, 8-18=-318/90, 9-18=0/522, 9-16=-1207/138, 11-16=0/1163, 11-15=-2867/210, 13-15=-84/2199 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully 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 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=177, 14=164. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss H11 Truss Type Half Hip Girder Qty 1 Ply 2 ASH51 Job Reference (optional) I33476821 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:40 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-qTQBcDwqCZQyTMPah4Yg39wOHYguFkmmfCEHoQzCwq1 Scale = 1:85.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 5x9 3x6 4x9 4x6 4x9 3x8 6x6 3x6 4x6 4x9 3x8 4x9 3x8 4x9 4x9 6x10 3x6 4x6 6x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 3-9-15 3-9-15 7-4-6 3-6-7 12-8-11 5-4-4 17-11-3 5-2-8 23-1-11 5-2-8 28-4-3 5-2-8 33-6-11 5-2-8 38-9-4 5-2-8 43-11-12 5-2-8 49-4-0 5-4-4 -0-11-4 0-11-4 3-9-15 3-9-15 7-4-6 3-6-7 12-8-11 5-4-4 17-11-3 5-2-8 23-1-11 5-2-8 28-4-3 5-2-8 33-6-11 5-2-8 38-9-4 5-2-8 43-11-12 5-2-8 49-4-0 5-4-4 0- 1 0 - 1 3 5- 2 - 6 7.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-1-8], [5:0-7-0,0-2-4], [16:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.94 0.84 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.39 -0.92 0.19 (loc) 22 21-22 16 l/defl >999 >644 n/a L/d 240 180 n/a PLATES MT20 Weight: 527 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-26,7-26,7-22,10-22,10-20,13-20,13-17,15-17: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud/No.3 2-2-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-3 max.): 5-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 16=3190/Mechanical, 2=3227/0-3-8 Max Horz 2=25(LC 22) Max Uplift 16=-760(LC 6), 2=-650(LC 6) Max Grav 16=3833(LC 25), 2=3586(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5538/998, 4-5=-5697/1111, 5-6=-7453/1501, 6-7=-7452/1502, 7-9=-9515/1971, 9-10=-9515/1971, 10-11=-8304/1742, 11-13=-8304/1742, 13-14=-3782/806, 14-15=-3782/806, 15-16=-3726/776 BOT CHORD 2-28=-792/4497, 27-28=-792/4497, 26-27=-872/4890, 24-26=-1716/8885, 22-24=-1716/8885, 21-22=-1838/9259, 20-21=-1838/9259, 18-20=-1253/6437, 17-18=-1253/6437 WEBS 4-27=-197/485, 5-27=0/277, 5-26=-693/3341, 6-26=-707/215, 7-26=-2057/448, 7-24=0/371, 7-22=-191/811, 9-22=-523/197, 10-21=0/367, 10-20=-1406/286, 11-20=-534/201, 13-20=-512/2439, 13-18=0/358, 13-17=-3722/765, 14-17=-727/215, 15-17=-1012/5059 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: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 7) Provide adequate drainage to prevent water ponding. 8) All plates are 2x4 MT20 unless otherwise indicated. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Refer to girder(s) for truss to truss connections. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss H11 Truss Type Half Hip Girder Qty 1 Ply 2 ASH51 Job Reference (optional) I33476821 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:41 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-Jf_ZpZxSzsYp4W_nFo3vcNTZ1y07_B0vurzrKszCwq0 NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=760, 2=650. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 14) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-15=-60, 2-16=-20 Concentrated Loads (lb) Vert: 25=-27(F) 4=-6(F) 28=-89(F) 7=-72(F) 24=-27(F) 21=-27(F) 10=-72(F) 14=-72(F) 17=-27(F) 3=-48(F) 30=-72(F) 31=-72(F) 33=-72(F) 34=-72(F) 35=-72(F) 37=-72(F) 38=-72(F) 39=-72(F) 40=-72(F) 41=-72(F) 42=-72(F) 43=-72(F) 44=-72(F) 46=-72(F) 47=-72(F) 48=-72(F) 49=-72(F) 50=-72(F) 51=-55(F) 52=-131(F) 53=-27(F) 54=-27(F) 55=-27(F) 56=-27(F) 57=-27(F) 58=-27(F) 59=-27(F) 60=-27(F) 61=-27(F) 62=-27(F) 63=-27(F) 64=-27(F) 65=-27(F) 66=-27(F) 67=-27(F) 68=-27(F) 69=-27(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ASH51_S Truss H12 Truss Type Half Hip Girder Qty 1 Ply 1 ASH51 Job Reference (optional) I33476822 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:41 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-Jf_ZpZxSzsYp4W_nFo3vcNTk3yDK_LwvurzrKszCwq0 Scale = 1:13.1 1 2 3 4 6 5 7 8 4x9 3x6 4x6 3x8 6x6 Special NAILED Special NAILED 1-1-7 1-1-7 4-10-8 3-9-1 -0-11-4 0-11-4 1-1-7 1-1-7 4-10-8 3-9-1 1- 1 - 1 0 2- 0 - 1 3 1- 9 - 5 2- 0 - 1 3 10.00 12 Plate Offsets (X,Y)-- [2:0-7-3,0-1-8], [3:0-7-4,0-2-0], [6:0-1-8,0-2-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.23 0.06 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 1-1-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=108/Mechanical, 5=75/Mechanical, 2=250/0-3-8 Max Horz 2=8(LC 4) Max Uplift 4=-65(LC 4), 2=-86(LC 4) Max Grav 4=116(LC 12), 5=104(LC 3), 2=250(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 4, 2. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 152 lb down and 89 lb up at 1-1-7 on top chord, and 15 lb down and 9 lb up at 1-1-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=2(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss H13 Truss Type Half Hip Qty 1 Ply 1 ASH51 Job Reference (optional) I33476823 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:42 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-nsYx1vx4kAggigZzpVb88a0xcMYfjoP37VjOsIzCwq? Scale = 1:19.0 1 2 3 4 7 6 5 3x6 3x4 2x4 3x4 4x9 3x6 2-6-4 2-6-4 4-10-8 2-4-4 -0-11-4 0-11-4 2-6-4 2-6-4 4-10-8 2-4-4 1- 1 - 1 0 3- 2 - 1 3 2- 1 1 - 5 3- 2 - 1 3 10.00 12 Plate Offsets (X,Y)-- [3:0-7-4,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.12 0.05 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=66/Mechanical, 5=109/Mechanical, 7=256/0-3-8 Max Horz 7=49(LC 4) Max Uplift 4=-39(LC 4), 5=-9(LC 4), 7=-67(LC 4) Max Grav 4=66(LC 1), 5=115(LC 8), 7=256(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 4, 5, 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss H14 Truss Type Half Hip Qty 1 Ply 1 ASH51 Job Reference (optional) I33476824 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:42 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-nsYx1vx4kAggigZzpVb88a0uGMYqjo637VjOsIzCwq? Scale = 1:25.0 1 2 3 4 7 6 5 5x6 3x6 3x4 2x4 3x4 3x6 2-5-4 2-5-4 4-10-8 2-5-4 -0-11-4 0-11-4 3-11-0 3-11-0 4-10-8 0-11-8 1- 1 - 1 0 4- 4 - 1 3 4- 1 - 5 4- 4 - 1 3 10.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.27 0.04 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=24/Mechanical, 5=151/Mechanical, 7=256/0-3-8 Max Horz 7=51(LC 4) Max Uplift 4=-15(LC 4), 5=-22(LC 4), 7=-58(LC 4) Max Grav 4=24(LC 1), 5=164(LC 8), 7=256(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 4, 5, 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss H15 Truss Type Hip Girder Qty 1 Ply 2 ASH51 Job Reference (optional) I33476825 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:43 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-F26JEFyiVUoXKq89ND6NhnY2RmteSEdCL9SxOkzCwq_ Scale = 1:40.1 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 6x6 6x6 3x10 3x10 3x8 2x4 3x8 3x6 3x8 3x6 NAILED NAILED NAILED NAILED NAILED Special HUS26 HUS26 HUS26 Special 2-5-0 2-5-0 5-10-4 3-5-4 9-3-8 3-5-4 11-8-8 2-5-0 -2-3-12 2-3-12 2-5-0 2-5-0 5-10-4 3-5-4 9-3-8 3-5-4 11-8-8 2-5-0 4- 4 - 0 6- 2 - 3 6- 4 - 3 4- 4 - 0 6- 2 - 3 10.00 12 Plate Offsets (X,Y)-- [3:0-3-11,Edge], [5:0-3-11,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.07 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.01 -0.00 (loc) 9 9 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS.(lb/size) 11=549/0-3-8, 7=369/0-3-8 Max Horz 11=93(LC 4) Max Uplift 11=-938(LC 4), 7=-888(LC 4) Max Grav 11=693(LC 14), 7=622(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-348/614, 3-4=-292/471, 4-5=-304/456, 5-6=-373/554, 2-11=-682/984, 6-7=-614/928 BOT CHORD 9-10=-513/352, 8-9=-513/352 WEBS 3-10=-359/104, 4-10=-278/427, 4-9=-614/252, 4-8=-254/457, 5-8=-270/95, 2-10=-530/505, 6-8=-656/394 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -2-3-12 to 11-6-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=938, 7=888. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 1-4-8 oc max. starting at 4-5-12 from the left end to 7-2-12 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 lb down and 335 lb up at 2-5-0, and 117 lb down and 335 lb up at 9-2-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss H15 Truss Type Hip Girder Qty 1 Ply 2 ASH51 Job Reference (optional) I33476825 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:43 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-F26JEFyiVUoXKq89ND6NhnY2RmteSEdCL9SxOkzCwq_ NOTES- 14) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 3=25(F) 5=25(F) 10=11(F) 9=-2(F) 4=25(F) 8=11(F) 12=25(F) 13=25(F) 14=-2(F) 15=-2(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ASH51_S Truss J01 Truss Type Jack-Open Qty 2 Ply 1 ASH51 Job Reference (optional) I33476826 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:44 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-jEfiSbzLGnwNyziMwwdcE?58zA3FBiULapCVwBzCwpz Scale = 1:38.6 1 2 5 3 4 5x6 3x6 6-5-0 6-5-0 -2-3-12 2-3-12 6-5-0 6-5-0 1- 5 - 6 6- 9 - 9 6- 3 - 1 2 6- 9 - 9 10.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.70 0.75 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.23 0.19 (loc) 4-5 4-5 3 l/defl >796 >327 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=425/0-3-8, 3=156/Mechanical, 4=63/Mechanical Max Horz 5=305(LC 4) Max Uplift 5=-21(LC 4), 3=-125(LC 4) Max Grav 5=425(LC 1), 3=237(LC 8), 4=115(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-364/92 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 3=125. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss J02 Truss Type Jack-Open Qty 2 Ply 1 ASH51 Job Reference (optional) I33476827 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:44 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-jEfiSbzLGnwNyziMwwdcE?58uA8sBiULapCVwBzCwpz Scale = 1:30.2 1 2 5 3 4 3x6 3x8 4-3-15 4-3-15 -2-3-12 2-3-12 4-3-15 4-3-15 1- 5 - 6 5- 0 - 1 1 10.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.64 0.39 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.04 -0.06 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=356/0-3-8, 3=88/Mechanical, 4=33/Mechanical Max Horz 5=252(LC 4) Max Uplift 5=-43(LC 4), 3=-82(LC 4), 4=-3(LC 4) Max Grav 5=402(LC 6), 3=155(LC 8), 4=74(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-334/95 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss J03 Truss Type Jack-Open Qty 2 Ply 1 ASH51 Job Reference (optional) I33476828 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:45 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-BQD4fx_z152EZ7HYUe8rmCdJdZWPw9kVpTx2SdzCwpy Scale = 1:22.0 1 2 5 3 4 3x4 3x6 2-3-15 2-3-15 -2-3-12 2-3-12 2-3-15 2-3-15 1- 5 - 6 3- 4 - 1 1 10.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.64 0.30 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=318/0-3-8, 3=-0/Mechanical, 4=-1/Mechanical Max Horz 5=196(LC 4) Max Uplift 5=-71(LC 4), 3=-80(LC 6), 4=-20(LC 6) Max Grav 5=431(LC 6), 3=86(LC 5), 4=38(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-368/113 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss J04 Truss Type Jack-Open Qty 4 Ply 1 ASH51 Job Reference (optional) I33476829 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:45 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-BQD4fx_z152EZ7HYUe8rmCdJdZVcw9kVpTx2SdzCwpy Scale = 1:24.8 1 2 5 3 4 3x4 3x6 3-0-0 3-0-0 -2-3-12 2-3-12 3-0-0 3-0-0 1- 5 - 6 3- 1 1 - 6 3- 5 - 9 3- 1 1 - 6 10.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.64 0.36 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.05 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=324/0-3-8, 3=35/Mechanical, 4=12/Mechanical Max Horz 5=215(LC 4) Max Uplift 5=-59(LC 4), 3=-46(LC 4), 4=-10(LC 4) Max Grav 5=410(LC 6), 3=104(LC 5), 4=47(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-347/103 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss J05 Truss Type Jack-Open Qty 1 Ply 1 ASH51 Job Reference (optional) I33476830 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:46 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-fdnStG_bnPA5BHsk2Lf4JQAXKzugfc_e27hb_3zCwpx Scale: 3/4"=1' 1 2 5 3 42x4 2x8 1-3-7 1-3-7 -1-11-4 1-11-4 1-3-7 1-3-7 1- 1 - 1 0 2- 2 - 8 1- 8 - 1 1 2- 2 - 8 10.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.46 0.17 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=286/0-3-8, 3=-54/Mechanical, 4=-16/Mechanical Max Horz 5=144(LC 4) Max Uplift 5=-97(LC 4), 3=-133(LC 6), 4=-37(LC 6) Max Grav 5=423(LC 6), 3=58(LC 5), 4=22(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-364/127 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=133. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss J06 Truss Type Jack-Open Qty 1 Ply 1 ASH51 Job Reference (optional) I33476831 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:46 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-fdnStG_bnPA5BHsk2Lf4JQAQpzqrfc_e27hb_3zCwpx Scale = 1:17.6 1 2 5 3 4 4x6 3x6 2-4-7 2-4-7 -2-9-15 2-9-15 2-4-7 2-4-7 1- 5 - 6 2- 1 0 - 2 7.07 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.94 0.42 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 -0.05 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=388/0-4-3, 3=-28/Mechanical, 4=-9/Mechanical Max Horz 5=165(LC 4) Max Uplift 5=-132(LC 4), 3=-128(LC 6), 4=-34(LC 6) Max Grav 5=545(LC 6), 3=74(LC 5), 4=34(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-468/161 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 16.9 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=132, 3=128. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss J07 Truss Type Jack-Open Qty 2 Ply 1 ASH51 Job Reference (optional) I33476832 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:47 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-7pLq4c?DYiIypRRwc2AJrdjkKNEXO3EoGnQ9WWzCwpw Scale = 1:12.6 1 2 5 6 3 4 2x4 2x8 1-8-0 1-7-7 -1-7-10 1-7-10 1-8-0 1-8-0 1- 1 - 1 0 1- 1 1 - 3 5.74 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.31 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=230/0-5-1, 3=-3/Mechanical, 4=1/Mechanical Max Horz 5=106(LC 6) Max Uplift 5=-83(LC 6), 3=-63(LC 8), 4=-12(LC 8) Max Grav 5=313(LC 8), 3=29(LC 7), 4=24(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-271/108 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully 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 18.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss J08 Truss Type Jack-Open Qty 8 Ply 1 ASH51 Job Reference (optional) I33476833 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:47 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-7pLq4c?DYiIypRRwc2AJrdjm5NGnO3EoGnQ9WWzCwpw Scale = 1:13.0 1 2 3 4 52x8 4x6 1-10-8 1-10-8 -0-11-4 0-11-4 1-10-8 1-10-8 0- 1 0 - 1 3 1- 1 1 - 1 5 1- 7 - 0 1- 1 1 - 1 5 7.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.13 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 1-7-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=42/Mechanical, 2=145/0-3-8, 5=19/Mechanical Max Horz 2=54(LC 6) Max Uplift 4=-36(LC 6), 2=-26(LC 6) Max Grav 4=72(LC 12), 2=155(LC 8), 5=37(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully 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 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss J09 Truss Type Jack-Open Qty 21 Ply 1 ASH51 Job Reference (optional) I33476834 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:48 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-b?vCHy0rJ0QpQb079mhYOrFt7nVT7VKxVRAi3yzCwpv Scale = 1:29.0 1 2 5 4 3 2x4 3x6 3x8 4-10-8 4-10-8 -0-11-4 0-11-4 4-10-8 4-10-8 1- 1 - 1 0 5- 2 - 6 4- 8 - 9 5- 2 - 6 10.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.44 0.41 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.09 -0.00 (loc) 4-5 4-5 3 l/defl >999 >649 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=260/0-3-8, 3=132/Mechanical, 4=47/Mechanical Max Horz 5=202(LC 4) Max Uplift 3=-95(LC 4), 4=-8(LC 4) Max Grav 5=260(LC 1), 3=191(LC 8), 4=95(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss J10 Truss Type Jack-Open Qty 1 Ply 1 ASH51 Job Reference (optional) I33476835 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:48 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-b?vCHy0rJ0QpQb079mhYOrFv4nZe7WTxVRAi3yzCwpv Scale = 1:13.0 1 2 5 6 3 4 2x4 2x8 1-9-13 1-9-5 -1-7-10 1-7-10 1-9-13 1-9-13 1- 1 - 1 0 2- 0 - 1 5.74 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.31 0.14 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=231/0-5-1, 3=6/Mechanical, 4=3/Mechanical Max Horz 5=109(LC 6) Max Uplift 5=-82(LC 6), 3=-53(LC 8), 4=-9(LC 8) Max Grav 5=307(LC 8), 3=32(LC 7), 4=27(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-264/107 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully 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 18.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 3, 4. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss J11 Truss Type Jack-Open Qty 2 Ply 1 ASH51 Job Reference (optional) I33476836 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:49 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-4CTbVI1T4KYg2lbJjTDnx2o6bBx7syj4k5wGbOzCwpu Scale = 1:13.3 1 2 3 4 52x8 4x6 2-0-0 2-0-0 -0-11-4 0-11-4 2-0-0 2-0-0 0- 1 0 - 1 3 2- 0 - 1 3 1- 7 - 1 4 2- 0 - 1 3 7.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.13 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2-5 2-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 1-7-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=46/Mechanical, 2=149/0-3-8, 5=20/Mechanical Max Horz 2=56(LC 6) Max Uplift 4=-39(LC 6), 2=-26(LC 6) Max Grav 4=77(LC 12), 2=156(LC 8), 5=40(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully 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 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss J12 Truss Type Jack-Open Qty 5 Ply 1 ASH51 Job Reference (optional) I33476837 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:50 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-YO1zie25rdgXgvAVHBk0TGL9NaD_bMuEylfp7qzCwpt Scale = 1:35.4 1 2 6 5 3 4 2x4 3x6 6x6 2-5-0 2-5-0 -2-3-12 2-3-12 2-5-0 2-5-0 4- 4 - 0 6- 4 - 3 5- 1 0 - 6 6- 4 - 3 10.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.64 0.28 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.00 -0.02 (loc) 5-6 5-6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=318/0-3-8, 3=-16/Mechanical, 4=22/Mechanical Max Horz 6=288(LC 4) Max Uplift 6=-91(LC 5), 3=-115(LC 6), 4=-405(LC 4) Max Grav 6=427(LC 6), 3=94(LC 5), 4=138(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-405/126 WEBS 2-5=-144/518 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 3=115, 4=405. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss J13 Truss Type Jack-Open Qty 4 Ply 1 ASH51 Job Reference (optional) I33476838 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:50 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-YO1zie25rdgXgvAVHBk0TGL9NaFpbMWEylfp7qzCwpt Scale = 1:33.2 1 2 6 5 3 4 2x4 3x6 6x6 1-10-8 1-10-8 -2-3-12 2-3-12 1-10-8 1-10-8 4- 4 - 0 5- 1 0 - 1 2 5- 4 - 1 5 5- 1 0 - 1 2 10.00 12 Plate Offsets (X,Y)-- [5:Edge,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.64 0.16 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.02 (loc) 6 5-6 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 6=322/0-3-8, 3=-54/Mechanical, 4=17/Mechanical Max Horz 6=274(LC 4) Max Uplift 6=-117(LC 5), 3=-159(LC 6), 4=-495(LC 4) Max Grav 6=456(LC 6), 3=85(LC 4), 4=141(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-439/143 WEBS 2-5=-142/581 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=117, 3=159, 4=495. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss J14 Truss Type Jack-Open Qty 1 Ply 1 ASH51 Job Reference (optional) I33476839 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:51 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-0aaLw_2kcxoOH2liruFF0TtQK_coKsDNBPPMfHzCwps Scale = 1:11.7 1 2 5 3 42x4 2x8 1-3-2 1-2-9 -1-7-10 1-7-10 1-3-2 1-3-2 1- 1 - 1 0 1- 8 - 1 3 1- 4 - 4 1- 8 - 1 3 5.74 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-R 0.31 0.11 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.01 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF Stud/No.3 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=237/0-5-1, 3=-35/Mechanical, 4=-7/Mechanical Max Horz 5=97(LC 6) Max Uplift 5=-89(LC 6), 3=-101(LC 8), 4=-21(LC 8) Max Grav 5=344(LC 8), 3=19(LC 7), 4=15(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-301/114 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully 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 18.3 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 4 except (jt=lb) 3=101. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss J15 Truss Type Jack-Open Qty 3 Ply 1 ASH51 Job Reference (optional) I33476840 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:51 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-0aaLw_2kcxoOH2liruFF0TtS5_d0KsDNBPPMfHzCwps Scale: 1"=1' 1 2 3 4 52x8 4x6 1-6-8 1-6-8 -0-11-4 0-11-4 1-6-8 1-6-8 0- 1 0 - 1 3 1- 9 - 1 0 1- 4 - 1 1 1- 9 - 1 0 7.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-0-7] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.13 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 2 2 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 8 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud/No.3 BOT CHORD 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 1-7-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=135/0-3-8, 5=15/Mechanical, 3=29/Mechanical Max Horz 2=47(LC 6) Max Uplift 2=-28(LC 6), 3=-30(LC 6) Max Grav 2=153(LC 8), 5=31(LC 5), 3=58(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully 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 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss M01 Truss Type Monopitch Qty 2 Ply 1 ASH51 Job Reference (optional) I33476841 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:53 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-yzi5Lg4_8Y26XMu4yJHj5uzh2oD_omjgfjuTk9zCwpq Scale = 1:16.8 1 2 3 4 5 2x4 2x4 2x4 6-3-8 6-3-8 -0-11-4 0-11-4 6-3-8 6-3-8 0- 3 - 1 5 2- 5 - 2 4.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.62 0.39 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.00 (loc) 2-4 2-4 4 l/defl >926 >371 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=234/0-3-8, 2=311/0-3-8 Max Horz 2=43(LC 6) Max Uplift 4=-61(LC 6), 2=-104(LC 6) Max Grav 4=258(LC 9), 2=317(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=104. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss M02 Truss Type Monopitch Qty 2 Ply 1 ASH51 Job Reference (optional) I33476842 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:53 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-yzi5Lg4_8Y26XMu4yJHj5uzh2oD_omjgfjuTk9zCwpq Scale = 1:16.8 1 2 3 4 5 2x4 2x4 2x4 6-3-8 6-3-8 -0-11-4 0-11-4 6-3-8 6-3-8 0- 3 - 1 5 2- 5 - 2 4.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.62 0.39 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.19 0.00 (loc) 2-4 2-4 4 l/defl >926 >371 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=234/0-3-8, 2=311/0-3-8 Max Horz 2=43(LC 6) Max Uplift 4=-61(LC 6), 2=-104(LC 6) Max Grav 4=258(LC 9), 2=317(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=104. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 ASH51 Job Reference (optional) I33476843 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:54 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-Q9GUY?5cvsBz8WTHW1oye6VxsCc?XBAqtNd1GczCwpp Scale = 1:41.7 1 2 3 6 5 4 7 8 9 3x6 3x6 4x6 2x4 3x6 3x4 Special HUS26 HUS26 3-2-8 3-2-8 6-5-0 3-2-8 3-2-8 3-2-8 6-5-0 3-2-8 1- 5 - 6 6- 9 - 9 6- 3 - 1 2 6- 9 - 9 10.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.29 0.21 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.01 -0.00 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 3=71/Mechanical, 4=908/Mechanical, 6=828/0-3-8 Max Horz 6=12(LC 4) Max Uplift 4=-95(LC 4), 6=-77(LC 4) Max Grav 3=71(LC 1), 4=921(LC 10), 6=926(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-734/77, 1-6=-726/64 BOT CHORD 4-5=0/508 WEBS 2-5=-28/825, 2-4=-873/139, 1-5=0/546 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 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 100 lb uplift at joint(s) 4, 6. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 1-4-8 oc max. starting at 3-8-12 from the left end to 5-1-4 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 564 lb down and 78 lb up at 1-9-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 ASH51 Job Reference (optional) I33476843 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:54 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-Q9GUY?5cvsBz8WTHW1oye6VxsCc?XBAqtNd1GczCwpp LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-432(F) 8=-439(F) 9=-446(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ASH51_S Truss MG02 Truss Type Monopitch Girder Qty 1 Ply 1 ASH51 Job Reference (optional) I33476844 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:54 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-Q9GUY?5cvsBz8WTHW1oye6Vz1CalXA?qtNd1GczCwpp Scale = 1:16.2 1 2 3 4 6 5 7 8 2x4 4x6 3x4 3x4 3x4 2x4 NAILED HUS26 3-7-14 3-7-14 6-3-8 2-7-10 -0-11-4 0-11-4 3-7-14 3-7-14 6-3-8 2-7-10 0- 3 - 1 5 2- 5 - 2 4.00 12 Plate Offsets (X,Y)-- [2:0-2-10,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-P 0.15 0.35 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.01 (loc) 2-6 2-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 5=725/0-3-8, 2=582/0-3-8 Max Horz 2=47(LC 13) Max Uplift 5=-71(LC 6), 2=-116(LC 6) Max Grav 5=748(LC 9), 2=588(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-970/97 BOT CHORD 2-6=-88/889, 5-6=-88/889 WEBS 3-6=0/512, 3-5=-981/130 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 2=116. 7) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 3-11-4 from the left end to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 304 lb down and 3 lb up at 5-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-279(B) 7=-179(B) 8=-304 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss PB01 Truss Type GABLE Qty 1 Ply 1 ASH51 Job Reference (optional) I33476845 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:56 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-MYOEzh6sRTRgOqdfdRrQjXbKo?KN?7g6Lh67LUzCwpn Scale = 1:23.0 2 3 4 5 6 7 8 9 10 16 15 14 13 12 1 11 3x6 3x6 3x4 3x4 12-11-15 12-11-15 2-1-11 2-1-11 10-10-3 8-8-8 12-11-15 2-1-11 -0 - 0 - 4 1- 2 - 1 2 1- 3 - 0 0- 1 - 2 0- 1 - 1 0 1- 1 - 6 7.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-1-12], [9:0-3-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.07 0.02 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-11-15. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 2, 10, 14, 15, 16, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 2, 10, 14, 16, 12 except 15=265(LC 17), 13=265(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 2, 10, 14, 15, 16, 13, 12. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss PB02 Truss Type Piggyback Qty 1 Ply 1 ASH51 Job Reference (optional) I33476846 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:57 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-rkycA17UCnZX?zCrB9MfFk7VrPfGkakGZLshtwzCwpm Scale = 1:22.0 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x6 3x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 12-11-15 12-11-15 5-0-0 5-0-0 7-11-15 2-11-15 12-11-15 5-0-0 0- 4 - 5 2- 9 - 6 0- 1 - 1 0 0- 4 - 5 0- 1 - 1 0 2- 9 - 6 7.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-12], [6:0-3-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.11 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 34 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-3-10. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=317(LC 17), 12=353(LC 26), 10=353(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-292/77, 6-7=-292/77 WEBS 3-12=-287/72, 7-10=-287/72 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully 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 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 12, 10. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss PB03 Truss Type Piggyback Qty 11 Ply 1 ASH51 Job Reference (optional) I33476847 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:39:58 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-JxW_ON87z4hOd7n2lstuoygf1p?bT13Po?bEPNzCwpl Scale = 1:24.3 1 2 3 4 5 6 7 10 9 8 11 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-11-15 12-11-15 6-5-15 6-5-15 12-11-15 6-5-15 0- 4 - 5 3- 7 - 1 4 0- 1 - 1 0 0- 4 - 5 0- 1 - 1 0 7.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.15 0.10 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 35 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-3-10. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=280(LC 12), 10=337(LC 12), 8=337(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-278/106, 5-8=-278/106 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully 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 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss PB04 Truss Type GABLE Qty 1 Ply 1 ASH51 Job Reference (optional) I33476848 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:03 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-fuJtR4CFndJhjuf?YQT3V?NWQqjl8IH8yHJ?5azCwpg Scale = 1:58.9 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2036 35 34 33 32 31 30 29 28 27 26 25 24 23 22 1 37 38 39 40 21 8x8 4x9 8x8 3x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 8x8 30-6-12 30-6-12 3-7-15 3-7-15 9-4-0 5-8-1 11-4-15 2-0-15 29-5-7 18-0-9 30-6-12 1-1-5 -0 - 0 - 4 2- 1 - 6 0- 1 0 - 1 3 2- 1 - 1 0 0- 1 - 2 0- 1 - 1 0 2- 0 - 0 7.00 12 10.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-0-0], [4:0-1-12,Edge], [4:0-0-14,0-1-8], [7:0-3-0,0-1-12], [8:0-3-8,0-2-0], [9:0-1-8,0-0-14], [18:0-0-0,0-1-12], [19:0-0-0,0-1-12], [19:0-0-1,Edge], [20:0-1-15,0-1-10], [23:0-1-12,0-0-0], [32:0-1-8,0-0-14] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.11 0.04 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 19 18-19 21 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 78 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7, 8-18. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 30-6-12. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 1, 8, 2, 34, 35, 36, 32, 30, 29, 27, 26, 25, 24, 23, 22, 20 except 21=-130(LC 22) Max Grav All reactions 250 lb or less at joint(s) 1, 8, 21, 33, 36, 32, 30 except 2=312(LC 35), 34=271(LC 22), 35=250(LC 22), 29=256(LC 22), 27=252(LC 22), 26=264(LC 22), 25=271(LC 22), 24=283(LC 22), 23=257(LC 22), 22=317(LC 22), 20=284(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 17-22=-263/43 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x6 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 8, 2, 34, 35, 36, 32, 30, 29, 27, 26, 25, 24, 23, 22, 20 except (jt=lb) 21=130. 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T01 Truss Type Common Qty 2 Ply 1 ASH51 Job Reference (optional) I33476849 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:04 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-74tGeQCuYwRYL2EC57_I1DwdiEzDtacIAx2Yd0zCwpf Scale = 1:61.9 12 3 4 5 6 7 8 12 11 10 9 3x6 4x6 2x8 4x12 5x6 5x6 3x6 2x4 3x4 3x8 4x6 3x6 7-2-8 7-2-8 14-1-8 6-11-0 21-4-0 7-2-8 -0-11-4 0-11-4 5-6-14 5-6-14 10-10-4 5-3-6 15-11-6 5-1-2 21-4-0 5-4-10 1- 1 - 1 0 10 - 2 - 3 1- 5 - 6 10.00 12 Plate Offsets (X,Y)-- [2:0-9-1,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.33 0.41 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.03 (loc) 2-12 2-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 114 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-12,7-10,8-9: 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 3-10-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.(lb/size) 2=905/0-3-8, 9=846/0-3-8 Max Horz 2=2(LC 4) Max Uplift 2=-78(LC 4), 9=-48(LC 4) Max Grav 2=964(LC 8), 9=929(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1076/101, 4-6=-707/148, 6-7=-995/207, 7-8=-278/122, 8-9=-287/100 BOT CHORD 2-12=0/679, 10-12=0/725, 9-10=0/639 WEBS 4-12=0/307, 4-10=-457/90, 6-10=-136/680, 7-10=-272/179, 7-9=-789/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T02 Truss Type Roof Special Qty 1 Ply 1 ASH51 Job Reference (optional) I33476850 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:04 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-74tGeQCuYwRYL2EC57_I1DwbhE_RtfhIAx2Yd0zCwpf Scale = 1:39.5 1 2 3 4 5 6 8 7 4x6 4x12 2x4 3x4 3x10 5x6 5x6 3x4 7-0-0 7-0-0 12-0-8 5-0-8 -1-11-4 1-11-4 6-2-8 6-2-8 7-0-0 0-9-8 12-0-8 5-0-8 1- 1 - 1 0 5- 7 - 1 3 6- 3 - 1 1 5- 7 - 1 3 10.00 12 Plate Offsets (X,Y)-- [2:0-7-13,0-0-1] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.46 0.33 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.01 (loc) 2-8 2-8 7 l/defl >999 >965 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 4-3-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 7=466/Mechanical, 2=602/0-3-8 Max Horz 2=48(LC 4) Max Uplift 7=-56(LC 4), 2=-110(LC 4) Max Grav 7=477(LC 8), 2=602(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-493/75, 4-5=-406/106 BOT CHORD 7-8=0/277 WEBS 4-8=-5/304, 5-7=-421/29 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 7 except (jt=lb) 2=110. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T03 Truss Type Roof Special Girder Qty 1 Ply 2 ASH51 Job Reference (optional) I33476851 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:06 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-4T?036E84YhGaMOaDY0m7e??31lELf0beEXfhvzCwpd Scale = 1:27.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 4x9 4x9 4x12 2x4 4x6 3x10 5x6 2x4 2x4 3x8 3x4 2x4 NAILED NAILED NAILED NAILED NAILED THJA26 NAILED NAILED THJA26 NAILED 3-4-8 3-4-8 6-2-8 2-10-0 9-0-8 2-10-0 10-4-8 1-4-0 12-0-8 1-8-0 -1-11-4 1-11-4 3-4-8 3-4-8 6-2-8 2-10-0 9-0-8 2-10-0 10-4-8 1-4-0 12-0-8 1-8-0 1- 1 - 1 0 2- 1 0 - 1 3- 1 1 - 6 2- 1 0 - 1 3- 1 1 - 6 10.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-0-11], [3:0-7-4,0-2-0], [5:0-7-4,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.05 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 12 11 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 155 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 2-3-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 8=452/Mechanical, 2=607/0-3-8 Max Horz 2=46(LC 12) Max Uplift 8=-118(LC 4), 2=-163(LC 4) Max Grav 8=588(LC 14), 2=712(LC 14) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-746/119, 3-4=-591/146, 4-5=-591/146, 5-6=-582/140 BOT CHORD 2-12=-17/428, 11-12=-16/434, 10-11=-22/385, 9-10=-30/292, 8-9=-29/290 WEBS 6-8=-580/118 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 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) except (jt=lb) 8=118, 2=163. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Right Hand Hip) or equivalent at 3-4-14 from the left end to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong-Tie THJA26 (THJA26 on 2 ply, Left Hand Hip) or equivalent at 9-0-2 from the left end to connect truss(es) to back face of bottom chord. 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 per NDS guidlines. 15) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T03 Truss Type Roof Special Girder Qty 1 Ply 2 ASH51 Job Reference (optional) I33476851 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:06 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-4T?036E84YhGaMOaDY0m7e??31lELf0beEXfhvzCwpd LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 2-8=-20 Concentrated Loads (lb) Vert: 6=37(B) 12=-12(B) 10=-27(B) 16=6(B) 17=6(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ASH51_S Truss T04 Truss Type Roof Special Qty 1 Ply 1 ASH51 Job Reference (optional) I33476852 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:06 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-4T?036E84YhGaMOaDY0m7e?xH1i?Ld5beEXfhvzCwpd Scale = 1:33.6 1 2 3 4 5 6 11 10 9 8 7 4x9 4x6 4x6 2x4 2x4 4x6 3x8 3x4 3x4 5x6 5-4-8 5-4-8 7-0-8 1-8-0 8-4-8 1-4-0 12-0-8 3-8-0 -1-11-4 1-11-4 5-4-8 5-4-8 7-0-8 1-8-0 8-4-8 1-4-0 12-0-8 3-8-0 1- 1 - 1 0 4- 6 - 1 5- 7 - 6 4- 6 - 1 5- 7 - 6 10.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-7-4,0-2-0], [4:0-4-4,0-2-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.46 0.20 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.06 0.00 (loc) 10-11 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 77 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-11. REACTIONS.(lb/size) 7=459/Mechanical, 11=606/0-3-8 Max Horz 11=85(LC 4) Max Uplift 7=-55(LC 4), 11=-117(LC 4) Max Grav 7=470(LC 8), 11=606(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-480/76, 3-4=-308/102, 4-5=-410/116, 5-6=-320/86, 6-7=-441/79, 2-11=-555/147 BOT CHORD 9-10=0/262, 8-9=0/276 WEBS 5-8=-269/65, 6-8=-41/434 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 7 except (jt=lb) 11=117. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T05 Truss Type Common Qty 3 Ply 1 ASH51 Job Reference (optional) I33476853 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:07 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-YfYOHSFmrrp7CWzmnFX?frY9CRwy4xCktuHDELzCwpc Scale: 3/16"=1' 12 3 4 5 6 7 8 11 10 9 3x6 4x6 2x8 4x12 5x6 5x6 3x6 2x4 3x8 3x4 3x6 10-10-4 10-10-4 19-8-0 8-9-12 -0-11-4 0-11-4 5-6-14 5-6-14 10-10-4 5-3-6 15-1-6 4-3-2 19-8-0 4-6-10 1- 1 - 1 0 10 - 2 - 3 2- 1 0 - 1 10.00 12 Plate Offsets (X,Y)-- [2:0-9-1,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.32 0.66 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.67 0.02 (loc) 2-11 2-11 9 l/defl >884 >350 n/a L/d 240 180 n/a PLATES MT20 Weight: 104 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-10: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 8-9: 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 3-10-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=838/0-3-8, 9=779/0-3-8 Max Horz 2=5(LC 4) Max Uplift 2=-74(LC 4), 9=-44(LC 4) Max Grav 2=891(LC 8), 9=856(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-939/117, 4-6=-743/143, 6-7=-734/152 BOT CHORD 2-11=0/588, 9-11=0/428 WEBS 4-11=-320/163, 6-11=-95/532, 7-9=-714/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T06 Truss Type Roof Special Qty 1 Ply 1 ASH51 Job Reference (optional) I33476854 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:07 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-YfYOHSFmrrp7CWzmnFX?frY5MR_h40fktuHDELzCwpc Scale: 3/16"=1' 12 3 4 5 6 7 8 12 11 10 9 3x6 4x6 4x6 2x4 4x12 5x6 5x6 3x6 2x4 3x8 3x4 3x4 10-10-4 10-10-4 16-11-14 6-1-10 19-8-0 2-8-2 -0-11-4 0-11-4 5-6-14 5-6-14 10-10-4 5-3-6 16-11-14 6-1-10 19-8-0 2-8-2 1- 1 - 1 0 5- 0 - 1 3 10 - 2 - 3 5- 0 - 1 3 10.00 12 Plate Offsets (X,Y)-- [2:0-9-1,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.56 0.42 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.60 0.01 (loc) 2-12 2-12 9 l/defl >980 >388 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-11: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 8-9,7-10,8-10: 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 3-10-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 9=779/0-3-8, 2=838/0-3-8 Max Horz 2=10(LC 4) Max Uplift 9=-51(LC 4), 2=-74(LC 4) Max Grav 9=830(LC 8), 2=889(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-931/117, 4-6=-737/144, 6-7=-736/132, 7-8=-438/94, 8-9=-810/74 BOT CHORD 2-12=0/581, 10-12=0/381 WEBS 4-12=-309/157, 6-12=-55/433, 7-10=-722/92, 8-10=-73/876 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 9, 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T07 Truss Type Roof Special Qty 1 Ply 1 ASH51 Job Reference (optional) I33476855 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:08 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-0s6mUoFOc9xzqgYzKz2EC34EorJppSut5Y0mmozCwpb Scale = 1:62.2 12 3 4 5 6 7 8 12 11 10 9 3x6 4x6 4x6 2x4 4x12 5x6 5x6 3x6 3x8 2x4 3x4 3x6 7-11-4 7-11-4 15-7-1 7-7-12 19-8-0 4-0-15 -0-11-4 0-11-4 5-6-14 5-6-14 10-10-4 5-3-6 15-7-1 4-8-13 19-8-0 4-0-15 1- 1 - 1 0 6- 2 - 1 3 10 - 2 - 3 6- 2 - 1 3 10.00 12 Plate Offsets (X,Y)-- [2:0-9-1,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.65 0.50 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.02 (loc) 2-12 2-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 6-12,7-12: 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 3-10-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-11 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-12 REACTIONS.(lb/size) 9=779/0-3-8, 2=838/0-3-8 Max Horz 2=13(LC 4) Max Uplift 9=-54(LC 4), 2=-74(LC 4) Max Grav 9=817(LC 8), 2=887(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-964/96, 4-6=-882/185, 6-7=-654/142, 7-8=-504/102, 8-9=-802/76 BOT CHORD 2-12=0/598, 10-12=0/433 WEBS 4-12=-315/175, 6-12=-110/562, 7-10=-567/103, 8-10=-43/830 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 9, 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T08 Truss Type Roof Special Qty 1 Ply 1 ASH51 Job Reference (optional) I33476856 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:09 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-U2g9h8G0NT3qRp79ugaTkGdSRFgJYxG1KCmJIEzCwpa Scale = 1:62.2 12 3 4 5 6 7 8 12 11 10 9 3x6 4x6 4x12 3x4 3x6 4x12 5x6 5x6 3x6 2x4 3x4 3x8 7-2-14 7-2-14 14-2-4 6-11-6 19-8-0 5-5-12 -0-11-4 0-11-4 5-6-14 5-6-14 10-10-4 5-3-6 14-2-4 3-4-0 19-8-0 5-5-12 1- 1 - 1 0 7- 4 - 1 3 10 - 2 - 3 7- 4 - 1 3 10.00 12 Plate Offsets (X,Y)-- [2:0-9-1,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.46 0.41 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.17 0.02 (loc) 2-12 2-12 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-9,4-12,7-10: 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 3-10-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 7-9 REACTIONS.(lb/size) 9=779/0-3-8, 2=838/0-3-8 Max Horz 2=16(LC 4) Max Uplift 9=-58(LC 4), 2=-73(LC 4) Max Grav 9=806(LC 8), 2=883(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-963/94, 4-6=-589/143, 6-7=-770/215 BOT CHORD 2-12=0/598, 10-12=0/646, 9-10=0/444 WEBS 4-12=0/316, 4-10=-476/86, 6-10=-147/516, 7-9=-768/45 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 9, 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T09 Truss Type Roof Special Qty 1 Ply 1 ASH51 Job Reference (optional) I33476857 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:09 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-U2g9h8G0NT3qRp79ugaTkGdQUFgDYw31KCmJIEzCwpa Scale = 1:62.2 12 3 4 5 6 7 8 12 11 10 9 3x6 4x6 6x12 4x6 3x6 3x10 5x6 5x6 3x6 3x6 2x4 3x8 5-6-14 5-6-14 12-9-7 7-2-9 19-8-0 6-10-9 -0-11-4 0-11-4 5-6-14 5-6-14 10-10-4 5-3-6 12-9-7 1-11-3 19-8-0 6-10-9 1- 1 - 1 0 8- 6 - 1 3 10 - 2 - 3 8- 6 - 1 3 10.00 12 Plate Offsets (X,Y)-- [2:0-7-13,0-0-1], [8:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.42 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.15 0.02 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 120 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-12: 2x4 SPF Stud/No.3 SLIDER Left 2x8 SP No.2 3-9-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 4-10, 7-10, 7-9 REACTIONS.(lb/size) 9=779/0-3-8, 2=838/0-3-8 Max Horz 2=18(LC 4) Max Uplift 9=-61(LC 4), 2=-73(LC 4) Max Grav 9=795(LC 8), 2=878(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-978/81, 4-6=-636/145, 6-7=-743/208 BOT CHORD 2-12=0/605, 10-12=0/605, 9-10=0/440 WEBS 4-12=0/256, 4-10=-411/118, 6-10=-156/583, 7-9=-709/43 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 9, 2. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T10 Truss Type Flat Qty 1 Ply 1 ASH51 Job Reference (optional) I33476858 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:10 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-yEEXvUHe8mCh3ziLSO5iHUAVNexGHGIAZsVtqgzCwpZ Scale = 1:54.4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 4x6 3x10 3x6 3x10 4x6 3x6 6x12 2x4 2x4 3x8 2x4 6x12 3x8 4x8 MT18HS 8-0-14 8-0-14 16-0-0 7-11-2 23-11-2 7-11-2 32-0-0 8-0-14 8-0-14 8-0-14 16-0-0 7-11-2 23-11-2 7-11-2 32-0-0 8-0-14 2- 9 - 0 Plate Offsets (X,Y)-- [8:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.96 0.75 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.95 0.12 (loc) 11 9-11 8 l/defl >999 >398 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 121 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 13-14: 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 1-12,4-12,4-9,7-9: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins (2-2-0 max.): 1-7, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-12, 4-9 REACTIONS.(lb/size) 14=1268/Mechanical, 8=1268/0-3-8 Max Uplift 14=-110(LC 4), 8=-110(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-1190/151, 1-2=-3235/311, 2-4=-3235/311, 4-5=-3234/311, 5-7=-3234/311, 7-8=-1190/151 BOT CHORD 11-12=-338/4223, 9-11=-338/4223 WEBS 1-12=-286/3295, 2-12=-508/163, 4-12=-1034/92, 4-11=0/305, 4-9=-1035/91, 5-9=-508/163, 7-9=-286/3293 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 100 lb uplift at joint(s) except (jt=lb) 14=110, 8=110. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T11 Truss Type Roof Special Qty 1 Ply 1 ASH51 Job Reference (optional) I33476859 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:11 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-QRov6qIHv4KYh7HY05cxqhiiN2Iw0g7KnWFQN7zCwpY Scale = 1:61.8 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 4x9 4x6 4x6 3x6 4x6 3x8 3x4 3x6 3x6 3x6 3x8 3x4 3x6 3x6 4x6 3x6 4-10-10 4-10-10 8-10-10 4-0-0 14-7-3 5-8-9 23-1-13 8-6-11 32-0-0 8-10-3 4-10-10 4-10-10 8-10-10 4-0-0 14-7-3 5-8-9 20-3-10 5-8-7 26-0-1 5-8-7 32-0-0 5-11-15 3- 2 - 1 3 6- 1 - 0 9- 5 - 0 7.00 12 Plate Offsets (X,Y)-- [2:0-6-8,0-2-0], [4:0-3-0,0-1-12], [8:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.88 0.66 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.40 0.07 (loc) 9-10 9-10 9 l/defl >999 >957 n/a L/d 240 180 n/a PLATES MT20 Weight: 179 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-15,2-14,3-14,1-16,1-15: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-11-6 max.): 2-3, 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 3-12, 5-12, 5-10, 7-9 REACTIONS.(lb/size) 9=1268/0-3-8, 16=1268/Mechanical Max Horz 16=25(LC 6) Max Uplift 9=-109(LC 6), 16=-86(LC 6) Max Grav 9=1831(LC 19), 16=1426(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1299/134, 2-3=-1680/177, 3-4=-1670/196, 4-5=-1426/202, 5-7=-1223/176, 8-9=-267/63, 1-16=-1377/114 BOT CHORD 14-15=-14/1077, 12-14=-52/1701, 10-12=0/1420, 9-10=0/968 WEBS 2-15=-569/67, 2-14=-65/1087, 3-14=-824/105, 3-12=-554/102, 4-12=0/449, 5-12=-11/348, 5-10=-659/108, 7-10=0/857, 7-9=-1768/118, 1-15=-26/1262 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 16 except (jt=lb) 9=109. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T12 Truss Type Roof Special Qty 1 Ply 1 ASH51 Job Reference (optional) I33476860 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:12 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-udMHK9JvgOSPIHrkZp7AMvFwxSdQl7?T0A__vZzCwpX Scale = 1:70.0 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 4x9 4x6 4x6 3x6 4x6 4x6 2x4 3x6 4x6 4x6 3x4 3x6 3x8 3x4 3x6 3x6 4x6 3x6 2-0-5 2-0-5 6-0-5 4-0-0 11-8-14 5-8-9 17-5-7 5-8-9 22-2-8 4-9-0 32-0-0 9-9-8 2-0-5 2-0-5 6-0-5 4-0-0 11-8-14 5-8-9 17-5-7 5-8-9 22-2-8 4-9-0 26-11-8 4-9-0 32-0-0 5-0-8 3- 2 - 1 3 4- 5 - 0 11 - 1 - 0 7.00 12 Plate Offsets (X,Y)-- [2:0-6-8,0-2-0], [5:0-3-0,0-1-12], [9:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.70 0.71 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.67 0.06 (loc) 10-11 10-11 10 l/defl >999 >565 n/a L/d 240 180 n/a PLATES MT20 Weight: 199 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,2-16,3-16,3-15,1-18,1-17: 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-4 max.): 2-3, 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 4-13, 6-11, 8-10 REACTIONS.(lb/size) 10=1268/0-3-8, 18=1268/Mechanical Max Horz 18=32(LC 6) Max Uplift 10=-107(LC 6), 18=-82(LC 6) Max Grav 10=1697(LC 19), 18=1506(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-853/94, 2-3=-1771/144, 3-4=-1945/172, 4-5=-1410/208, 5-6=-1139/208, 6-8=-1058/196, 1-18=-1485/95 BOT CHORD 16-17=-17/643, 15-16=-75/1789, 13-15=-19/1571, 11-13=0/1002, 10-11=0/640 WEBS 2-17=-928/62, 2-16=-79/1620, 3-16=-1093/119, 3-15=-324/69, 4-15=0/377, 4-13=-911/120, 5-13=-15/326, 6-13=-32/547, 6-11=-641/128, 8-11=-43/916, 8-10=-1525/112, 1-17=-42/1185 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 18 except (jt=lb) 10=107. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 ASH51 Job Reference (optional) I33476861 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:13 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-NpwfXVJXQhaGwRQw7WePv6o1BsyJUb7dFqkXR?zCwpW Scale = 1:73.9 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 3x6 4x6 5x6 4x6 3x10 4x6 4x6 3x6 3x4 2x4 3x4 3x8 3x4 4x6 4x6 3x6 9-2-12 9-2-12 18-2-1 8-11-4 24-8-0 6-5-15 32-0-0 7-4-0 6-3-0 6-3-0 12-2-8 5-11-8 18-2-1 5-11-8 24-8-0 6-5-15 31-1-15 6-5-15 32-0-0 0-10-1 0- 1 0 - 1 3 11 - 6 - 0 11 - 0 - 2 11 - 6 - 0 7.00 12 Plate Offsets (X,Y)-- [1:0-6-12,Edge], [6:0-3-0,0-1-12], [8:0-3-0,0-1-12], [9:0-3-0,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.92 0.79 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.42 0.07 (loc) 1-15 1-15 10 l/defl >999 >905 n/a L/d 240 180 n/a PLATES MT20 Weight: 187 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-4: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-15: 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 3-8-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 7-11, 9-10, 8-10 REACTIONS.(lb/size) 1=1274/0-3-8, 10=1274/0-3-8 Max Horz 1=45(LC 6) Max Uplift 1=-72(LC 6), 10=-104(LC 6) Max Grav 1=1565(LC 25), 10=1584(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2405/158, 3-5=-2194/180, 5-6=-1421/204, 6-7=-1128/207, 7-8=-877/195, 8-9=-249/256, 9-10=-268/261 BOT CHORD 1-15=-96/1916, 13-15=-19/1604, 11-13=0/806 WEBS 3-15=-315/136, 5-15=0/482, 5-13=-965/141, 6-13=0/289, 7-13=-23/745, 7-11=-1067/156, 8-11=-108/1394, 8-10=-1629/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 1 except (jt=lb) 10=104. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 ASH51 Job Reference (optional) I33476862 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:14 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-r0T2lrK9B?i7Yb?7hD9eRKKCqGHaD7BmUUT4zRzCwpV Scale = 1:75.1 12 3 4 5 6 7 8 9 10 16 15 14 13 12 11 173x6 4x6 4x6 3x10 4x6 4x6 3x6 3x4 2x4 3x4 3x8 3x4 4x9 3x4 6x8 3x6 9-2-12 9-2-12 18-2-1 8-11-4 24-8-0 6-5-15 32-0-0 7-4-0 -0-11-4 0-11-4 6-3-0 6-3-0 12-2-8 5-11-8 18-2-1 5-11-8 24-8-0 6-5-15 31-1-15 6-5-15 32-0-0 0-10-1 0- 1 0 - 1 3 11 - 6 - 0 11 - 0 - 2 11 - 6 - 0 7.00 12 Plate Offsets (X,Y)-- [2:0-6-12,Edge], [7:0-3-0,0-1-12], [9:0-3-0,0-1-12], [10:0-3-8,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.93 0.79 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.41 0.07 (loc) 2-16 2-16 11 l/defl >999 >924 n/a L/d 240 180 n/a PLATES MT20 Weight: 190 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-16: 2x4 SPF Stud/No.3, 10-11: 2x4 SPF-S 1650F 1.6E SLIDER Left 2x6 SPF No.2 3-8-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 8-12, 10-11 REACTIONS.(lb/size) 2=1331/0-3-8, 11=1273/0-3-8 Max Horz 2=43(LC 6) Max Uplift 2=-102(LC 6), 11=-104(LC 6) Max Grav 2=1599(LC 18), 11=1583(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2401/155, 4-6=-2191/178, 6-7=-1421/203, 7-8=-1128/206, 8-9=-877/195, 9-10=-896/198, 10-11=-1518/158 BOT CHORD 2-16=-93/1910, 14-16=-18/1602, 12-14=0/806 WEBS 4-16=-313/134, 6-16=0/480, 6-14=-964/140, 7-14=0/289, 8-14=-23/743, 8-12=-1065/156, 9-12=-193/375, 10-12=0/1406 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully 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 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=102, 11=104. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T15 Truss Type Piggyback Base Qty 5 Ply 1 ASH51 Job Reference (optional) I33476863 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:15 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-JC1QyBLnyJq_AkaJFxgt_XtSHffTyYAvi8DeWuzCwpU Scale = 1:90.3 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 4x6 6x6 6x6 4x6 6x6 5x9 4x6 4x6 4x9 3x6 2x4 4x6 3x8 2x4 4x9 3x8 4x6 3x6 3x10 3x8 MT18HS 5x9 4x6 3x6 9-2-12 9-2-12 18-2-1 8-11-4 24-8-0 6-5-15 31-1-15 6-5-15 37-4-12 6-2-12 43-7-8 6-2-12 49-4-0 5-8-8 -0-11-4 0-11-4 6-3-0 6-3-0 12-2-8 5-11-8 18-2-1 5-11-8 24-8-0 6-5-15 31-1-15 6-5-15 37-4-12 6-2-12 43-7-8 6-2-12 49-4-0 5-8-8 0- 1 0 - 1 3 11 - 6 - 0 2- 3 - 1 5 11 - 6 - 0 7.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-4-7,Edge], [15:0-3-8,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.63 0.69 0.77 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.52 0.21 (loc) 19 21-23 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 289 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 4-23,6-23,11-16,12-16,12-15,13-14: 2x4 SPF Stud/No.3 SLIDER Left 2x4 SPF Stud/No.3 3-7-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, except end verticals, and 2-0-0 oc purlins (4-7-6 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-21, 8-21, 8-18, 11-18 REACTIONS.(lb/size) 2=2024/0-3-8, 14=1967/0-3-8 Max Horz 2=-26(LC 7) Max Uplift 2=-159(LC 6), 14=-152(LC 6) Max Grav 2=2401(LC 20), 14=2223(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3857/258, 4-6=-3628/279, 6-7=-2951/311, 7-8=-2459/300, 8-9=-2437/304, 9-11=-2929/315, 11-12=-3478/282, 12-13=-3182/229, 13-14=-2167/179 BOT CHORD 2-23=-138/3129, 21-23=-68/2907, 19-21=-3/2431, 18-19=-3/2431, 16-18=-71/2894, 15-16=-135/3023 WEBS 6-23=0/388, 6-21=-931/137, 7-21=-49/1024, 8-21=-506/46, 8-18=-523/32, 9-18=-49/992, 11-18=-900/130, 11-16=0/332, 12-16=-270/75, 12-15=-966/131, 13-15=-157/3126 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=159, 14=152. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T16 Truss Type Piggyback Base Qty 5 Ply 1 ASH51 Job Reference (optional) I33476864 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:16 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-nObo9XMPjcyrnu9VoeC6XlQcU3yyh463xoyB2KzCwpT Scale = 1:85.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 6x6 6x6 5x9 4x9 3x6 2x4 3x8 2x4 4x9 3x8 3x6 2x4 5x9 4x9 9-2-12 9-2-12 18-2-1 8-11-4 24-8-0 6-5-15 31-1-15 6-5-15 40-1-4 8-11-4 49-4-0 9-2-12 -0-11-4 0-11-4 6-3-0 6-3-0 12-2-8 5-11-8 18-2-1 5-11-8 24-8-0 6-5-15 31-1-15 6-5-15 37-1-8 5-11-8 43-1-0 5-11-8 49-4-0 6-3-0 0- 1 0 - 1 3 11 - 6 - 0 0- 1 0 - 1 3 11 - 6 - 0 7.00 12 Plate Offsets (X,Y)-- [2:0-4-7,Edge], [14:0-4-7,Edge] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.67 0.86 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.54 0.25 (loc) 18 20-22 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 281 lb FT = 0% GRIP 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF-S 1650F 1.6E *Except* 19-21: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-22,6-22,10-15,12-15: 2x4 SPF Stud/No.3 SLIDER Left 2x4 SPF Stud/No.3 3-7-0, Right 2x4 SPF Stud/No.3 3-7-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-6 oc purlins, except 2-0-0 oc purlins (4-7-2 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-20, 8-20, 8-17, 10-17 REACTIONS.(lb/size) 2=2030/0-3-8, 14=1973/0-3-8 Max Horz 2=2(LC 6) Max Uplift 2=-158(LC 6), 14=-128(LC 6) Max Grav 2=2418(LC 26), 14=2384(LC 26) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3884/255, 4-6=-3660/276, 6-7=-2984/308, 7-8=-2487/298, 8-9=-2488/298, 9-10=-2985/309, 10-12=-3662/278, 12-14=-3888/258 BOT CHORD 2-22=-135/3152, 20-22=-65/2932, 18-20=0/2465, 17-18=0/2465, 15-17=-66/2934, 14-15=-139/3157 WEBS 6-22=0/387, 6-20=-930/137, 7-20=-48/1041, 8-20=-511/43, 8-17=-510/47, 9-17=-48/1041, 10-17=-931/138, 10-15=0/388 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully 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 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x6 MT20 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 100 lb uplift at joint(s) except (jt=lb) 2=158, 14=128. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 ASH51 Job Reference (optional) I33476865 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:17 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-Fa9ANtM1Uw4iP2khMMjL3yynSTHyQQ7CASikamzCwpS Scale = 1:88.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 25 26 27 6x6 8x8 3x6 5x9 3x6 2x4 3x8 2x4 4x9 2x4 4x9 6x6 4x8 MT18HS 4x9 3x6 9-2-12 9-2-12 18-2-1 8-11-4 25-9-12 7-7-11 33-5-7 7-7-11 41-1-2 7-7-11 49-4-0 8-2-14 -0-11-4 0-11-4 6-3-0 6-3-0 12-2-8 5-11-8 18-2-1 5-11-8 25-9-12 7-7-11 33-5-7 7-7-11 41-1-2 7-7-11 48-8-13 7-7-11 49-4-0 0-7-3 0- 1 0 - 1 3 11 - 6 - 0 11 - 0 - 0 11 - 6 - 0 7.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-4-7,Edge], [13:0-5-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.65 0.94 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.21 -0.51 0.20 (loc) 19 21-23 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 314 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-23,6-23: 2x4 SPF Stud/No.3 7-21,8-19,10-18,11-16,13-15: 2x4 SPF-S 1650F 1.6E SLIDER Left 2x4 SPF Stud/No.3 3-7-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-3 max.): 7-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 2-23. WEBS 1 Row at midpt 6-21, 8-21, 8-18, 10-18, 11-16, 14-15, 13-15 REACTIONS.(lb/size) 2=2024/0-3-8, 15=1967/Mechanical Max Horz 2=54(LC 6) Max Uplift 2=-160(LC 6), 15=-167(LC 6) Max Grav 2=2200(LC 26), 15=2648(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3493/259, 4-6=-3268/280, 6-7=-2796/312, 7-8=-2418/301, 8-10=-2381/297, 10-11=-2381/297, 11-13=-1617/240, 13-14=-370/286, 14-15=-401/270 BOT CHORD 2-23=-190/2825, 21-23=-120/2554, 19-21=-56/2728, 18-19=-56/2728, 16-18=0/1617 WEBS 6-23=0/413, 6-21=-941/136, 7-21=-39/937, 8-21=-624/127, 8-19=0/296, 8-18=-613/44, 10-18=-457/141, 11-18=-101/1350, 11-16=-2020/229, 13-16=-173/2656, 13-15=-2495/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully 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 17.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=160, 15=167. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T18 Truss Type Roof Special Qty 1 Ply 1 ASH51 Job Reference (optional) I33476866 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:19 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-BzHwoZOI0XKQeMu4Unlp8N229Hy1uI_VdmBrffzCwpQ Scale = 1:89.8 12 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 25 26 27 28 3x6 5x6 3x6 5x10 MT18HS 5x6 4x6 4x8 MT18HS 5x9 4x6 4x6 4x6 3x6 2x4 3x6 3x8 3x6 3x6 3x6 3x8 6x6 6x6 4x6 4x6 9-7-9 9-7-9 18-11-11 9-4-1 28-6-0 9-6-5 38-0-5 9-6-5 40-1-4 2-0-15 49-4-0 9-2-12 -0-11-4 0-11-4 6-6-4 6-6-4 12-8-15 6-2-12 18-11-11 6-2-12 25-3-14 6-4-3 31-8-2 6-4-3 38-0-5 6-4-3 40-1-4 2-0-15 44-6-14 4-5-10 49-4-0 4-9-2 0- 1 0 - 1 3 10 - 9 - 1 11 - 1 1 - 1 0 10 - 9 - 1 11 - 1 1 - 1 0 7.00 12 Plate Offsets (X,Y)-- [2:0-6-12,Edge], [7:0-3-8,0-2-0], [11:0-7-0,0-1-12], [14:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.96 0.97 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.62 0.22 (loc) 19 17-19 15 l/defl >999 >949 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 303 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SPF-S 1650F 1.6E, 1-5: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-23: 2x4 SPF Stud/No.3, 13-15: 2x4 SP 2400F 2.0E SLIDER Left 2x6 SPF No.2 3-10-1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-7-0 max.): 7-11, 12-14. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 14-15, 6-21, 8-21, 8-19, 10-17, 12-16, 13-15 REACTIONS.(lb/size) 15=1967/Mechanical, 2=2024/0-3-8 Max Horz 2=49(LC 6) Max Uplift 15=-164(LC 6), 2=-158(LC 6) Max Grav 15=2726(LC 20), 2=2239(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3511/255, 4-6=-3298/279, 6-7=-2809/310, 7-8=-2425/300, 8-10=-2643/300, 10-11=-1979/261, 11-12=-2254/283, 12-13=-1856/233 BOT CHORD 2-23=-179/2825, 21-23=-107/2570, 19-21=-40/2687, 17-19=-27/2547, 16-17=0/1879, 15-16=0/1089 WEBS 6-23=0/413, 6-21=-960/144, 7-21=-45/997, 8-21=-636/151, 8-19=-335/84, 10-19=0/538, 10-17=-1210/104, 11-17=-62/743, 12-17=0/449, 12-16=-1710/146, 13-16=-100/2008, 13-15=-2679/174 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=164, 2=158. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T19 Truss Type Roof Special Qty 1 Ply 1 ASH51 Job Reference (optional) I33476867 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:20 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-f9rJ?uPwnrSHGWTG1UG2hbaCQgJMdn0fsQwPB5zCwpP Scale = 1:87.5 12 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 293x6 5x10 MT18HS 3x6 5x9 5x6 4x8 MT18HS 5x9 4x6 4x6 4x6 3x6 2x4 3x6 3x8 3x8 2x4 2x4 4x9 2x4 4x9 4x9 6x8 6x8 4x6 4x6 8-2-7 8-2-7 16-1-6 7-10-15 22-4-9 6-3-3 28-6-0 6-1-7 34-7-7 6-1-7 40-10-10 6-3-3 42-11-9 2-0-15 49-4-0 6-4-7 -0-11-4 0-11-4 5-6-13 5-6-13 10-10-2 5-3-5 16-1-6 5-3-5 22-4-9 6-3-3 28-6-0 6-1-7 34-7-7 6-1-7 40-10-10 6-3-3 42-11-9 2-0-15 49-4-0 6-4-7 0- 1 0 - 1 3 9- 1 - 1 10 - 3 - 1 0 9- 1 - 1 10 - 3 - 1 0 7.00 12 Plate Offsets (X,Y)-- [2:0-6-12,Edge], [7:0-7-0,0-1-12], [12:0-6-0,0-1-12], [16:0-3-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.99 0.90 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.60 0.24 (loc) 20-22 20-22 15 l/defl >999 >979 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 299 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-10,13-14: 2x4 SPF-S 1650F 1.6E, 1-6: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 14-15,8-23,8-20,11-20,11-17: 2x4 SPF-S 1650F 1.6E 4-25,5-25: 2x4 SPF Stud/No.3 SLIDER Left 2x6 SPF No.2 3-3-7 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 7-12, 13-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 14-15, 5-23, 8-23, 8-20, 9-20, 11-17, 13-16 REACTIONS.(lb/size) 15=1967/Mechanical, 2=2024/0-3-8 Max Horz 2=41(LC 6) Max Uplift 15=-164(LC 6), 2=-164(LC 6) Max Grav 15=2794(LC 20), 2=2198(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3422/257, 4-5=-3327/279, 5-7=-3183/313, 7-8=-2728/298, 8-9=-3301/323, 9-11=-3301/323, 11-12=-1937/238, 12-13=-2250/258, 13-14=-1685/203, 14-15=-2735/210 BOT CHORD 2-25=-181/2756, 23-25=-128/2846, 22-23=-84/3269, 20-22=-84/3269, 19-20=-53/2879, 17-19=-53/2879, 16-17=0/1722 WEBS 5-25=0/313, 5-23=-820/120, 7-23=-58/1209, 8-23=-1039/57, 9-20=-620/110, 11-20=-51/810, 11-19=0/257, 11-17=-1808/112, 12-17=-55/804, 13-17=0/824, 13-16=-2308/175, 14-16=-171/2929 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=164, 2=164. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T20 Truss Type Roof Special Qty 1 Ply 1 ASH51 Job Reference (optional) I33476868 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:22 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-cYy3QaQAJSi_Vpcf9vIWm0gdFU0G5hLxJkPVG_zCwpN Scale = 1:88.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 4x9 6x8 4x6 6x8 6x12 3x4 4x8 MT18HS 5x9 4x6 4x6 4x6 4x6 2x4 3x6 4x9 2x4 2x4 4x9 2x4 6x10 5x6 2x4 4x9 3x6 3x8 MT18HS 6-9-5 6-9-5 13-3-2 6-5-13 20-11-7 7-8-5 28-6-0 7-6-9 36-0-9 7-6-9 43-8-14 7-8-5 45-9-13 2-0-15 49-4-0 3-6-3 -0-11-4 0-11-4 6-9-5 6-9-5 13-3-2 6-5-13 20-11-7 7-8-5 28-6-0 7-6-9 36-0-9 7-6-9 43-8-14 7-8-5 45-9-13 2-0-15 49-4-0 3-6-3 0- 1 0 - 1 3 7- 5 - 1 8- 7 - 1 0 7- 5 - 1 8- 7 - 1 0 7.00 12 Plate Offsets (X,Y)-- [2:0-4-7,Edge], [6:0-5-4,0-3-0], [12:0-6-0,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.65 0.80 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.60 0.25 (loc) 20-22 20-22 15 l/defl >999 >984 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 295 lb FT = 0% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-21,21-24: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF Stud/No.3 *Except* 6-22,9-22,9-19,12-19,13-15: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud/No.3 3-10-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-9 max.): 6-12, 13-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-22, 9-22, 9-19, 10-19, 12-17, 13-15 REACTIONS.(lb/size) 15=1967/Mechanical, 2=2024/0-3-8 Max Horz 2=37(LC 6) Max Uplift 15=-165(LC 6), 2=-171(LC 6) Max Grav 15=2679(LC 20), 2=2158(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3584/261, 4-6=-3373/302, 6-7=-3819/349, 7-9=-3818/349, 9-10=-3174/302, 10-12=-3177/302, 12-13=-1853/208 BOT CHORD 2-25=-171/2939, 23-25=-171/2939, 22-23=-93/2906, 20-22=-147/3801, 19-20=-147/3801, 17-19=0/1595, 16-17=0/1188, 15-16=0/1188 WEBS 4-25=0/269, 4-23=-680/93, 6-23=0/524, 6-22=-80/1337, 7-22=-846/151, 9-20=0/296, 9-19=-928/69, 10-19=-854/154, 12-19=-151/2315, 12-17=-1219/106, 13-17=-28/1422, 13-15=-2737/168 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=165, 2=171. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T21 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 ASH51 Job Reference (optional) I33476869 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:22 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-cYy3QaQAJSi_Vpcf9vIWm0gcJUzR5jzxJkPVG_zCwpN Scale = 1:67.5 1 2 3 4 5 6 7 13 12 11 10 9 814 15 16 5x10 MT18HS 4x6 5x6 8x8 8x8 4x16 10x10 10x10 6x6 5x9 12x12 8x8 HHUS28-2 HUS28 HUS28 HUS28 HUS28 HUS28 4-9-14 4-9-14 6-3-5 1-5-7 9-7-3 3-3-13 12-11-0 3-3-13 17-0-0 4-1-0 -0-11-4 0-11-4 4-9-14 4-9-14 6-3-5 1-5-7 9-7-3 3-3-13 12-11-0 3-3-13 17-0-0 4-1-0 1- 1 - 1 0 5- 1 - 1 4 10 - 8 - 4 10.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-13], [2:0-4-10,0-0-3], [2:0-0-2,0-0-1], [3:0-3-8,0-2-12], [6:0-4-4,0-2-0], [7:0-3-8,Edge], [8:Edge,0-3-8], [9:0-6-0,0-6-12], [10:0-3-8,0-7-4], [12:0-5-0,0-7-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 + 0.0 10.0 + SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.98 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.22 0.02 (loc) 10-12 10-12 8 l/defl >999 >932 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 494 lb FT = 0% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x10 SP No.2 *Except* 8-11: 2x10 SP 2250F 1.9E WEBS 2x4 SPF No.2 *Except* 7-8: 2x4 SPF-S 1650F 1.6E, 3-13,3-12,4-12,4-10: 2x4 SPF Stud/No.3 WEDGE Left: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8 REACTIONS.(lb/size) 8=10257/0-3-8, 2=7665/0-3-8 Max Horz 2=14(LC 4) Max Uplift 8=-1(LC 4), 2=-321(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10458/387, 3-4=-8656/300, 4-5=-7807/115, 5-6=-4290/83, 6-7=-3280/77, 7-8=-8820/64 BOT CHORD 2-13=-244/7425, 12-13=-254/7520, 10-12=-230/8731, 9-10=-10/5980 WEBS 3-13=-268/2609, 3-12=0/4539, 4-12=-1160/0, 4-10=-4673/373, 5-10=-132/7875, 5-9=-6416/163, 6-9=-34/2569, 7-9=-35/9333 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 3 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-4-0 oc, Except member 12-4 2x4 - 1 row at 0-9-0 oc, member 10-4 2x4 - 1 row at 0-9-0 oc, member 5-10 2x4 - 1 row at 0-9-0 oc, member 9-5 2x4 - 1 row at 0-9-0 oc, member 9-6 2x4 - 1 row at 0-8-0 oc, member 9-7 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T21 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 ASH51 Job Reference (optional) I33476869 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:23 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-4kWRdwRo4mqr7zBrjcqlJDCn3uJgqAD5YO93oQzCwpM NOTES- 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 2=321. 10) A + following a basic load indicates that the load has been modified in one or more load cases. 11) Load case(s) 1, 2, 3, 5, 6, 7, 8, 9, 11, 12 has/have been modified. Building designer must review loads to verify that they are correct for the intended use 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 Simpson Strong-Tie HHUS28-2 (22-10d Girder, 8-10d Truss, Single Ply Girder) or equivalent at 5-0-0 from the left end to connect truss(es) to back face of bottom chord. 14) Use Simpson Strong-Tie HUS28 (22-10d Girder, 8-10d Truss, Single Ply Girder) or equivalent spaced at 8-0-0 oc max. starting at 7-0-12 from the left end to 15-0-12 to connect truss(es) to back face of bottom chord. 15) Use Simpson Strong-Tie HUS28 (22-16d Girder, 8-16d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 13-0-12 to connect truss(es) to back face of bottom chord. 16) Fill all nail holes where hanger is in contact with lumber. 17) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-44, 3-4=-44, 4-6=-44, 6-7=-44, 2-8=-24 Concentrated Loads (lb) Vert: 11=-2501(B) 13=-3486(B) 9=-2702(B) 14=-2655(B) 15=-2770(B) 16=-2624(B) 2) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-39, 3-4=-39, 4-6=-39, 6-7=-39, 2-8=-24 Concentrated Loads (lb) Vert: 11=-2115(B) 13=-3012(B) 9=-2267(B) 14=-2231(B) 15=-2317(B) 16=-2208(B) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-24, 3-4=-24, 4-6=-24, 6-7=-24, 2-8=-34 Concentrated Loads (lb) Vert: 11=-1441(B) 13=-2405(B) 9=-1441(B) 14=-1441(B) 15=-1441(B) 16=-1441(B) 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-14, 2-3=-36, 3-4=-29, 4-6=-36, 6-7=-29, 2-8=-24 Horz: 1-2=-10, 2-3=12, 4-6=12, 7-8=-12 Drag: 6-7=0 Concentrated Loads (lb) Vert: 11=-39(B) 13=556(B) 9=-39(B) 14=-38(B) 15=-38(B) 16=-36(B) 6) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-64, 2-3=-24, 3-4=-24, 4-6=-24, 6-7=-24, 2-8=-24 Concentrated Loads (lb) Vert: 11=-959(B) 13=-1466(B) 9=-959(B) 14=-959(B) 15=-959(B) 16=-959(B) 7) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-24, 3-4=-24, 4-6=-24, 6-7=-24, 2-8=-24 Concentrated Loads (lb) Vert: 11=-960(B) 13=-1589(B) 9=-960(B) 14=-960(B) 15=-960(B) 16=-960(B) 8) Dead + 0.75 Snow (bal.) + 0.75(0.6 C-C Wind (Neg. Int) Case 1): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-32, 2-3=-48, 3-4=-42, 4-6=-48, 6-7=-42, 2-8=-24 Horz: 1-2=-7, 2-3=9, 4-6=9, 7-8=-9 Drag: 6-7=0 Concentrated Loads (lb) Vert: 11=-170(B) 13=181(B) 9=-170(B) 14=-170(B) 15=-170(B) 16=-168(B) 9) Dead + Minimum Snow: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-24, 3-4=-44, 4-6=-24, 6-7=-44, 2-8=-24 Concentrated Loads (lb) Vert: 11=-2501(B) 13=-3486(B) 9=-2702(B) 14=-2655(B) 15=-2770(B) 16=-2624(B) 11) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-14, 2-3=-36, 3-4=-29, 4-6=-36, 6-7=-29, 2-8=-24 Horz: 1-2=-10, 2-3=12, 4-6=12, 7-8=-12 Drag: 6-7=0 Concentrated Loads (lb) Vert: 11=-1155(B) 13=-2710(B) 9=-1174(B) 14=-1156(B) 15=-1164(B) 16=-1159(B) 12) Reversal: Dead + 0.75 Snow (bal.) + 0.75(0.6 C-C Wind (Neg. Int) Case 1): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-32, 2-3=-48, 3-4=-42, 4-6=-48, 6-7=-42, 2-8=-24 Horz: 1-2=-7, 2-3=9, 4-6=9, 7-8=-9 Drag: 6-7=0 Concentrated Loads (lb) Vert: 11=-1973(B) 13=-3424(B) 9=-2101(B) 14=-2061(B) 15=-2131(B) 16=-2045(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ASH51_S Truss T22 Truss Type Roof Special Qty 1 Ply 1 ASH51 Job Reference (optional) I33476870 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:23 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-4kWRdwRo4mqr7zBrjcqlJDCo7uSxqEd5YO93oQzCwpM Scale = 1:57.5 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 5x6 8x8 7x10 MT18HS 6x12 MT18HS 2x4 3x6 4x9 3x4 3x4 3x4 3x6 2x4 4x6 3-7-3 3-7-3 11-2-0 7-6-13 16-10-4 5-8-4 18-11-8 2-1-4 24-10-0 5-10-8 -0-11-4 0-11-4 3-7-3 3-7-3 5-3-8 1-8-5 11-2-0 5-10-8 18-11-8 7-9-8 24-10-0 5-10-8 26-0-12 1-2-12 1- 1 - 1 0 4- 1 - 1 0 9- 2 - 1 2 4- 4 - 0 9- 2 - 1 2 10.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-1], [5:0-8-4,0-2-0], [6:0-8-8,0-1-8], [7:0-3-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.70 0.39 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 0.01 (loc) 13-14 13-14 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 146 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4,4-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-13,5-11,6-11,6-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 6-11 REACTIONS.(lb/size) 15=685/0-3-8, 11=1127/0-3-8, 9=299/Mechanical Max Horz 15=-5(LC 5) Max Uplift 15=-79(LC 4), 11=-83(LC 4), 9=-50(LC 4) Max Grav 15=691(LC 8), 11=1167(LC 8), 9=299(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-698/69, 3-4=-527/81, 4-5=-454/124, 2-15=-673/87 BOT CHORD 13-14=0/574, 11-13=0/251 WEBS 3-14=-17/269, 4-14=-260/87, 4-13=-461/130, 5-13=0/426, 5-11=-696/51, 6-11=-531/68, 2-14=0/432 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 15, 11, 9. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T23 Truss Type Roof Special Qty 1 Ply 1 ASH51 Job Reference (optional) I33476871 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:24 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-Yx4prGSQr4yil7m2GKL_rRlxRIomZbIEn2ucKszCwpL Scale = 1:58.9 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 4x9 3x6 2x8 4x6 4x6 6x12 6x8 2x4 3x6 3x4 7x12 3x8 3x4 3x4 3x6 2x4 3x6 2-2-6 2-2-6 5-3-8 3-1-2 13-1-8 7-10-0 16-10-4 3-8-12 20-11-8 4-1-4 24-10-0 3-10-8 -0-11-4 0-11-4 2-2-6 2-2-6 5-3-8 3-1-2 11-1-12 5-10-4 13-1-8 1-11-12 20-11-8 7-10-0 24-10-0 3-10-8 26-0-12 1-2-12 1- 1 - 1 0 2- 1 1 - 1 0 4- 4 - 0 7- 6 - 1 2 9- 2 - 9 4- 4 - 0 7- 6 - 1 2 10.00 12 Plate Offsets (X,Y)-- [3:0-7-4,0-2-0], [6:0-5-5,Edge], [9:0-4-8,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.80 0.42 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.19 0.01 (loc) 15-17 15-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 155 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 5-7,5-15,7-15,8-14,9-14: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5, 6-17, 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-14, 9-14 REACTIONS.(lb/size) 19=640/0-3-8, 14=1272/0-3-8, 12=199/Mechanical Max Horz 19=-7(LC 5) Max Uplift 19=-58(LC 4), 14=-144(LC 4), 12=-10(LC 4) Max Grav 19=645(LC 8), 14=1338(LC 8), 12=199(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-577/51, 3-4=-780/72, 4-5=-623/99, 5-6=-489/214, 6-7=-478/178, 7-8=-315/154, 8-9=0/258, 2-19=-617/74 BOT CHORD 17-18=0/397, 15-17=0/755 WEBS 3-17=-25/456, 5-15=-731/131, 8-15=0/317, 8-14=-886/92, 9-14=-556/111, 2-18=0/412 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) 19, 12 except (jt=lb) 14=144. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T24 Truss Type Roof Special Girder Qty 1 Ply 1 ASH51 Job Reference (optional) I33476872 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:25 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-07eC2cT3cN4ZMHLEq1sDOeH5nh94I5NO?ieAsJzCwpK Scale = 1:56.1 1 2 3 4 7 5 6 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 4x6 7x12 2x4 4x6 6x8 6x6 4x12 4x9 2x4 4x6 6x14 2x4 3x4 3x8 2x4 6x6 3x4 3x4 3x4 3x10 3x6 3x6 Special NAILED NAILED NAILED NAILED NAILED Special Special NAILED NAILED HUS26 HUS26 HUS26 Special 3-0-9 3-0-9 5-3-8 2-2-15 9-10-0 4-6-8 12-5-8 2-7-8 15-1-8 2-8-0 16-10-4 1-8-12 19-0-8 2-2-4 22-11-8 3-11-0 24-10-0 1-10-8 -0-11-4 0-11-4 0-9-9 0-9-9 3-0-9 2-2-15 5-3-8 2-2-15 9-10-0 4-6-8 12-5-8 2-7-8 15-1-8 2-8-0 19-0-8 3-11-0 22-11-8 3-11-0 24-10-0 1-10-8 26-0-12 1-2-12 1- 1 - 1 0 1- 9 - 1 0 4- 4 - 0 7- 1 1 - 7 5- 1 0 - 1 2 8- 1 - 7 4- 4 - 0 7- 1 1 - 7 10.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-2-0], [6:0-4-6,Edge], [8:0-5-11,Edge], [9:0-3-11,Edge], [12:0-7-4,0-2-0], [18:0-3-0,0-4-4], [24:0-5-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.88 0.35 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.11 0.01 (loc) 22-23 22-23 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 189 lb FT = 0% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF Stud/No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-7, 6-23, 8-9 , 10-12. Except: 6-0-0 oc bracing: 6-7 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 25=630/0-3-8, 18=1480/0-3-8, 15=-93/0-3-8 Max Horz 25=187(LC 4) Max Uplift 25=-127(LC 4), 18=-1328(LC 4), 15=-834(LC 5) Max Grav 25=630(LC 1), 18=1631(LC 14), 15=378(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-597/111, 3-4=-876/200, 4-7=-916/207, 6-7=-320/429, 6-8=-154/275, 10-11=-57/534, 11-12=-60/436, 12-13=-139/463, 13-15=-364/865, 2-25=-594/137 BOT CHORD 23-24=-440/1356, 22-23=-483/1326, 19-20=-317/209, 18-19=-320/212, 17-18=-514/254, 16-17=-361/240 WEBS 3-24=-149/611, 7-24=-537/139, 7-8=-264/0, 7-22=-1228/629, 8-22=-154/440, 8-20=-435/132, 10-20=-119/727, 10-18=-758/132, 11-18=-647/843, 11-17=-629/411, 12-17=-433/186, 12-16=-340/394, 13-16=-737/441, 2-24=-41/412 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2) -0-11-4 to 26-0-12; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 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 100 lb uplift at joint(s) except (jt=lb) 25=127, 18=1328, 15=834. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 17-0-12 from the left end to 20-10-12 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 108 lb down and 108 lb up at 0-9-9, and 180 lb down and 280 lb up at 22-11-8 on top chord, and 12 lb down and 12 lb up at 0-9-9, and 161 lb down and 609 lb up at 22-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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 Continued on page 2 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 Job ASH51_S Truss T24 Truss Type Roof Special Girder Qty 1 Ply 1 ASH51 Job Reference (optional) I33476872 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:25 2018 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-07eC2cT3cN4ZMHLEq1sDOeH5nh94I5NO?ieAsJzCwpK LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-7=-60, 5-6=-60, 6-8=-60, 8-9=-60, 9-10=-60, 10-12=-60, 12-13=-60, 13-14=-60, 15-25=-20 Concentrated Loads (lb) Vert: 3=36(F) 12=93(F) 11=38(F) 26=38(F) 27=38(F) 28=3(F) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job ASH51_S Truss T25 Truss Type Roof Special Qty 1 Ply 1 ASH51 Job Reference (optional) I33476873 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri May 25 14:40:26 2018 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:XccmoDHe7vZ_SHAmx5wUBdzhyZ2-UJCaGyThNhDQ_RwQOlNSxsqH05Uu1bJXEMNjPlzCwpJ Scale = 1:66.7 1 2 3 4 5 6 13 12 11 10 9 8 7 3x8 4x9 4x9 4x6 7x10 MT18HS 5x6 2x4 3x6 4x6 3x4 3x8 6x6 3x4 4-8-13 4-8-13 6-2-4 1-5-7 12-9-8 6-7-4 17-0-0 4-2-8 17-4-0 0-4-0 24-11-8 7-7-8 4-8-13 4-8-13 6-2-4 1-5-7 12-9-8 6-7-4 17-4-0 4-6-8 24-11-8 7-7-8 1- 1 - 1 0 5- 1 - 0 10 - 7 - 0 4- 2 - 1 2 10 - 7 - 0 10.00 12 Plate Offsets (X,Y)-- [2:0-7-4,0-2-0], [5:0-6-12,0-1-12], [6:0-2-12,0-1-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IBC2012/TPI2007 CSI. TC BC WB Matrix-S 0.79 0.38 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.24 0.01 (loc) 7-8 7-8 7 l/defl >939 >386 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 144 lb FT = 0% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud/No.3 *Except* 3-9,4-9,5-9,5-8,6-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-9. WEBS 1 Row at midpt 3-9, 4-9, 5-8, 6-8 REACTIONS.(lb/size) 13=688/0-3-8, 8=966/0-3-8, 7=320/0-1-8 Max Horz 13=10(LC 4) Max Uplift 13=-41(LC 4), 8=-67(LC 4), 7=-18(LC 4) Max Grav 13=730(LC 7), 8=1037(LC 7), 7=333(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-778/79, 2-3=-666/106, 3-4=-475/136, 4-5=-329/162, 1-13=-683/68, 6-7=-263/60 BOT CHORD 11-12=0/500, 9-11=0/604 WEBS 2-11=-18/404, 3-11=-267/100, 3-9=-549/130, 5-9=-37/561, 5-8=-857/95, 1-12=0/408 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=20.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct=1.1 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 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 at joint(s) 7. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 8, 7. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. May 29,2018 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 P R O D U C T C O D E A P P R O V A L S J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 0 / 0 3 / 2 0 1 5 W E B S e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s .