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HomeMy WebLinkAboutLEG 30 - Truss PacketRe: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by 84 Components - 0783. Liu, Xuegang Pages or sheets covered by this seal: I34316906 thru I34316928 My license renewal date for the state of Indiana is July 31, 2020. Elevation_A 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: 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. August 13,2018 Job ELEVATION_A Truss M1G Truss Type MONOPITCH SUPPORTED Qty 2 Ply 1 Job Reference (optional) I34316906 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:03:49 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-p8_6Ccum8?N7G87?HheKB8a9nUbDEpIkBjiOYhyoHOO Scale = 1:22.4 1 2 3 4 5 8 7 6 1.5x4 1.5x4 4x6 1.5x4 1.5x4 1.5x4 1.5x4 -0-10-8 0-10-8 5-3-8 5-3-8 0-6-123-7-137.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-0-6], [2:0-5-6,0-0-13] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.03 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Left: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-3-8. (lb) - Max Horz 2=99(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 6, 2, 7, 8 Max Grav All reactions 250 lb or less at joint(s) 6, 2, 7, 8 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, 7, 8. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 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. August 13,2018 Job ELEVATION_A Truss P1 Truss Type GABLE Qty 2 Ply 1 Job Reference (optional) I34316907 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:03:50 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-HKXUQyvOvJVzuIiBrO9ZkL7KGuxPzF8tQNRx48yoHON Scale = 1:31.7 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 1 19 20 11 4x4 3x5 3x5 18-0-0 18-0-0 9-0-0 9-0-0 18-0-0 9-0-0 5-3-00-1-87.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.03 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 10 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-0-0. (lb) - Max Horz 1=98(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 2, 10, 15, 17, 18, 13, 12 except 16=261(LC 19), 14=261(LC 20) 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11, 2, 10, 16, 17, 18, 14, 13, 12. 11) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. August 13,2018 Job ELEVATION_A Truss P2 Truss Type GABLE Qty 24 Ply 1 Job Reference (optional) I34316908 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:03:52 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-DjfEreweRwlh7csaypB1pmCcphbcR9uAthw280yoHOL Scale = 1:34.1 2 3 4 5 6 10 9 8 1 11 12 7 4x4 3x5 3x5 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 18-0-0 18-0-0 9-0-0 9-0-0 18-0-0 9-0-0 5-3-00-1-87.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.26 0.11 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-0-0. (lb) - Max Horz 1=-98(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 10, 8 except 1=-195(LC 22), 7=-166(LC 1) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=438(LC 1), 6=438(LC 1), 9=314(LC 1), 10=484(LC 19), 8=484(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-393/144, 5-8=-393/143 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6, 10, 8 except (jt=lb) 1=195, 7=166. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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. August 13,2018 Job ELEVATION_A Truss T1 Truss Type Common Qty 1 Ply 1 Job Reference (optional) I34316909 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:03:53 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-hvDc2_xGCEuYllRmWXiGM_liL5sEAbzK6LgbhSyoHOK Scale = 1:37.5 1 2 3 4 5 67 89 10 4x4 3x7 4x4 4x4 3x7 4x4 4x4 1.5x4 6-5-12 6-5-12 12-11-8 6-5-12 -0-10-8 0-10-8 6-5-12 6-5-12 12-11-8 6-5-12 13-10-0 0-10-8 0-9-126-2-90-9-1210.00 12 Plate Offsets (X,Y)-- [2:0-3-15,0-1-4], [6:0-3-15,0-1-4] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.60 0.41 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.09 0.01 (loc) 2-8 2-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 SPF 1650F 1.5E 4-2-9, Right 2x6 SPF 1650F 1.5E 4-2-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=718/0-3-8, 6=718/0-3-8 Max Horz 2=-119(LC 8) Max Uplift 2=-41(LC 10), 6=-41(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-712/79, 4-6=-712/79 BOT CHORD 2-8=0/460, 6-8=0/460 WEBS 4-8=0/330 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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 30.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 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. August 13,2018 Job ELEVATION_A Truss T1G Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) I34316910 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:03:54 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-95n?GJyvyX0PMv0z4EDVuBH_4VICv3dTL_P9DvyoHOJ Scale = 1:35.0 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x7 4x4 3x7 12-11-8 12-11-8 -0-10-8 0-10-8 6-5-12 6-5-12 12-11-8 6-5-12 13-10-0 0-10-8 0-9-126-2-90-9-1210.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [8:0-4-8,0-1-8] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.15 0.04 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 8 8 10 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 12-11-8. (lb) - Max Horz 16=136(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 16, 10, 14, 15, 12, 11 Max Grav All reactions 250 lb or less at joint(s) 16, 10, 13, 14, 15, 12, 11 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10, 14, 15, 12, 11. 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. August 13,2018 Job ELEVATION_A Truss T2 Truss Type KINGPOST Qty 1 Ply 1 Job Reference (optional) I34316911 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:03:56 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-6Uvlg?z9U9G7cD9LBfGzzcNFbJvmNyJmoIuFInyoHOH Scale = 1:51.2 12 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 20 18 19 21 4x4 3x7 4x4 4x4 3x5 3x5 6x6 6x6 4x8 6-5-12 6-5-12 12-11-8 6-5-12 18-7-12 5-8-4 -0-10-8 0-10-8 6-5-12 6-5-12 9-3-14 2-10-2 18-7-12 9-3-14 19-6-4 0-10-8 0-9-128-7-00-9-1210.00 12 Plate Offsets (X,Y)-- [2:0-3-11,0-1-4], [10:0-2-8,0-3-0], [11:0-3-0,0-2-4], [15:0-2-4,0-2-8] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.47 0.35 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.10 0.01 (loc) 13-14 2-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-15: 2x4 SPF No.2 SLIDER Left 2x6 SPF 1650F 1.5E 4-2-9, Right 2x6 SPF 1650F 1.5E 1-7-8 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. JOINTS 1 Brace at Jt(s): 18, 19 REACTIONS.(lb/size) 2=771/0-3-8, 15=843/0-3-8, 11=390/0-3-8 Max Horz 2=-164(LC 8) Max Uplift 2=-16(LC 10), 15=-189(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-751/10, 4-5=-303/76, 7-8=-259/12, 10-11=-322/119 BOT CHORD 2-17=-38/565, 15-17=-38/565 WEBS 4-20=-588/171, 18-20=-538/131, 18-19=-540/138, 15-19=-559/145, 4-17=0/317, 8-15=-330/182 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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 30.0 psf on overhangs non-concurrent with other live loads. 4) All plates are 1.5x4 MT20 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 15=189. 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. August 13,2018 Job ELEVATION_A Truss T2R Truss Type COMMON GIRDER Qty 1 Ply 3 Job Reference (optional) I34316912 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:03:58 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-2s0V5h?P0mWrrXJkJ4IR31SYF6U6rfc3GcNMMgyoHOF Scale = 1:51.9 1 2 3 4 5 6 7 8 13 12 11 10 914 15 16 17 18 19 20 21 4x4 5x9 5x9 10x12 6x6 6x6 10x12 4x8 4x8 10x12 4x8 4x8 3-0-4 3-0-4 4-9-3 1-8-15 5-10-0 1-0-13 9-3-14 3-5-14 12-9-12 3-5-14 15-7-8 2-9-12 18-7-12 3-0-4 -0-10-8 0-10-8 3-0-4 3-0-4 4-9-3 1-8-15 5-10-0 1-0-13 9-3-14 3-5-14 12-9-12 3-5-14 15-7-8 2-9-12 18-7-12 3-0-4 0-9-128-7-00-9-1210.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-8], [4:0-1-8,0-3-0], [6:0-1-8,0-3-0], [8:Edge,0-0-8], [9:0-6-0,0-2-0], [10:0-3-8,0-5-12], [11:0-6-0,0-6-0], [12:0-3-8,0-5-12], [13:0-6-0,0-2-0] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.65 0.74 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.12 0.02 (loc) 12 12-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 400 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.1 WEBS 2x4 SPF Stud *Except* 5-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 8=-373/0-3-8, 2=8680/0-3-8 (req. 0-4-9), 10=11291/0-3-8 (req. 0-5-14) Max Horz 2=162(LC 24) Max Uplift 8=-384(LC 21), 2=-307(LC 8), 10=-583(LC 9) Max Grav 8=25(LC 26), 2=8680(LC 1), 10=11291(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-10632/355, 3-4=-7782/294, 4-5=-4003/203, 5-6=-4001/209, 7-8=-56/849 BOT CHORD 2-13=-308/7526, 12-13=-308/7526, 11-12=-232/5946, 9-10=-527/50, 8-9=-527/50 WEBS 4-11=-5251/295, 5-11=-192/4715, 6-11=-203/5601, 6-10=-7457/325, 7-10=-36/583, 7-9=-1137/0, 4-12=-235/6536, 3-13=-110/3854, 3-12=-2243/147 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. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-4-0 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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 30.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) WARNING: Required bearing size at joint(s) 2, 10 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=384, 2=307, 10=583. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2989 lb down and 113 lb up at 2-0-12, 2989 lb down and 113 lb up at 4-0-12, 2989 lb down and 113 lb up at 6-0-12, 2989 lb down and 113 lb up at 8-0-12, 2989 lb down and 113 lb up at 10-0-12, 2989 lb down and 113 lb up at 12-0-12, 69 lb down and 292 lb up at 14-0-12, and 69 lb down and 292 lb up at 16-0-12, and 73 lb down and 286 lb up at 18-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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. August 13,2018 Job ELEVATION_A Truss T2R Truss Type COMMON GIRDER Qty 1 Ply 3 Job Reference (optional) I34316912 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:03:58 2018 Page 2 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-2s0V5h?P0mWrrXJkJ4IR31SYF6U6rfc3GcNMMgyoHOF LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-80, 5-8=-80, 2-8=-20 Concentrated Loads (lb) Vert: 12=-2989(B) 14=-2989(B) 15=-2989(B) 16=-2989(B) 17=-2989(B) 18=-2989(B) 19=86(B) 20=86(B) 21=80(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 ELEVATION_A Truss T3 Truss Type Common Qty 2 Ply 1 Job Reference (optional) I34316913 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:03:59 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-W3auJ1?1n4eiTguwsnpgbF?oxWvYaHRCUG7wu6yoHOE Scale = 1:55.7 1 2 3 4 5 6 7 8 9 12 11 1013 4x6 4x6 4x4 4x4 3x5 3x5 1.5x4 3x5 1.5x4 4x6 4x4 4x4 6-11-13 6-11-13 13-8-3 6-8-5 20-8-0 6-11-13 -0-10-8 0-10-8 5-3-12 5-3-12 10-4-0 5-0-4 15-4-4 5-0-4 20-8-0 5-3-12 21-6-8 0-10-8 0-9-129-5-10-9-1210.00 12 Plate Offsets (X,Y)-- [2:0-3-11,0-0-4], [8:0-3-11,0-0-4] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.10 -0.15 0.03 (loc) 10-12 2-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 6-10,4-12: 2x4 SPF Stud SLIDER Left 2x6 SPF 1650F 1.5E 3-5-10, Right 2x6 SPF 1650F 1.5E 3-5-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=1103/0-3-8, 8=1103/0-3-8 Max Horz 2=-181(LC 8) Max Uplift 2=-57(LC 10), 8=-57(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1261/132, 4-5=-1113/223, 5-6=-1113/223, 6-8=-1261/132 BOT CHORD 2-12=-83/903, 10-12=0/618, 8-10=-7/854 WEBS 5-10=-119/530, 6-10=-310/207, 5-12=-119/525, 4-12=-310/207 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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 30.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 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. August 13,2018 Job ELEVATION_A Truss T3G Truss Type Common Supported Gable Qty 1 Ply 1 Job Reference (optional) I34316914 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:04:00 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-_F8GWN0fYNmZ4qT6QVKv8SX0awLDJlDMjwsTRYyoHOD Scale = 1:58.0 1 2 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 3x7 4x4 3x7 3x5 20-8-0 20-8-0 -0-10-8 0-10-8 10-4-0 10-4-0 20-8-0 10-4-0 21-6-8 0-10-8 0-9-129-5-10-9-1210.00 12 Plate Offsets (X,Y)-- [2:0-4-8,0-1-8], [12:0-4-8,0-1-8] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.15 0.06 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 12 12 14 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud *Except* 7-19,6-21,8-18: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-19 REACTIONS.All bearings 20-8-0. (lb) - Max Horz 25=-198(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 25, 14, 21, 22, 23, 18, 17, 16 except 24=-117(LC 10), 15=-111(LC 11) Max Grav All reactions 250 lb or less at joint(s) 25, 14, 19, 21, 22, 23, 24, 18, 17, 16, 15 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 25, 14, 21, 22, 23, 18, 17, 16 except (jt=lb) 24=117, 15=111. 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. August 13,2018 Job ELEVATION_A Truss T3R Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) I34316915 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:04:02 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-xeG0x32w4?0GK8dVYwMNDtdFLjvonaVeAELaVRyoHOB Scale = 1:56.5 1 2 3 4 5 6 7 8 14 13 12 11 10 915 16 17 18 19 20 21 225x9 4x6 8x8 5x9 3x6 4x6 3x5 3x6 3x6 4x6 3x5 3x6 5x9 3-7-0 3-7-0 6-11-8 3-4-8 10-4-0 3-4-8 13-8-8 3-4-8 17-1-0 3-4-8 20-8-0 3-7-0 3-7-0 3-7-0 6-11-8 3-4-8 10-4-0 3-4-8 13-8-8 3-4-8 17-1-0 3-4-8 20-8-0 3-7-0 21-6-8 0-10-8 0-9-129-5-10-9-1210.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-12], [7:0-0-0,0-0-12] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.58 0.57 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.13 0.03 (loc) 11-13 11-13 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 301 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.1 WEBS 2x4 SPF Stud *Except* 4-11: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=4566/0-3-8 (req. 0-3-9), 7=4495/0-3-8 Max Horz 1=-178(LC 20) Max Uplift 1=-318(LC 8), 7=-410(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5616/426, 2-3=-4448/424, 3-4=-3471/401, 4-5=-3471/401, 5-6=-4389/437, 6-7=-5416/481 BOT CHORD 1-14=-362/4001, 13-14=-362/4001, 11-13=-278/3347, 10-11=-241/3302, 9-10=-306/3840, 7-9=-306/3840 WEBS 4-11=-440/4048, 5-11=-1439/249, 5-10=-169/1589, 6-10=-754/156, 6-9=-94/1179, 3-11=-1533/229, 3-13=-145/1710, 2-13=-915/117, 2-14=-30/1403 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 0-9-0 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 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 30.0 psf on overhangs non-concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) WARNING: Required bearing size at joint(s) 1 greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=318, 7=410. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 836 lb down and 39 lb up at 1-5-12, 836 lb down and 39 lb up at 3-5-12, 659 lb down and 79 lb up at 5-5-12, 659 lb down and 79 lb up at 7-5-12, 659 lb down and 79 lb up at 9-5-12, 659 lb down and 79 lb up at 11-5-12, 659 lb down and 79 lb up at 13-5-12, 659 lb down and 79 lb up at 15-5-12, and 659 lb down and 79 lb up at 17-5-12, and 659 lb down and 79 lb up at 19-5-12 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. August 13,2018 Job ELEVATION_A Truss T3R Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) I34316915 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:04:02 2018 Page 2 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-xeG0x32w4?0GK8dVYwMNDtdFLjvonaVeAELaVRyoHOB LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-80, 4-8=-80, 1-7=-20 Concentrated Loads (lb) Vert: 10=-659(B) 14=-836(B) 15=-836(B) 16=-659(B) 17=-659(B) 18=-659(B) 19=-659(B) 20=-659(B) 21=-659(B) 22=-659(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 ELEVATION_A Truss T5 Truss Type Piggyback Base Qty 6 Ply 1 Job Reference (optional) I34316916 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:04:04 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-t0OmMk3AccG_ZSnufKPrIIigzXaMFR2xeYqgaKyoHO9 Scale = 1:92.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 22 23 24 25 26 27 28 29 30 31 32 33 34 4x6 6x6 4x8 6x6 4x6 5x9 6x6 4x4 2.5x4 4x4 4x8 4x4 8x8 4x4 4x8 4x4 4x4 2.5x4 5x9 6x6 9-2-2 9-2-2 17-7-8 8-5-6 26-7-8 9-0-0 35-7-8 9-0-0 44-0-14 8-5-6 53-3-0 9-2-2 -0-10-8 0-10-8 6-4-6 6-4-6 11-11-15 5-7-9 17-7-8 5-7-9 23-7-8 6-0-0 29-7-8 6-0-0 35-7-8 6-0-0 41-3-1 5-7-9 46-10-10 5-7-9 53-3-0 6-4-6 0-6-1210-10-20-6-1210-10-27.00 12 Plate Offsets (X,Y)-- [2:0-4-10,0-2-8], [14:0-4-10,0-2-8], [18:0-4-0,0-4-8] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.31 0.56 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.56 0.24 (loc) 17-18 17-18 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 322 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF 1650F 1.5E BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 3-21,13-15: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins, except 2-0-0 oc purlins (4-5-5 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 7-19, 7-18, 8-18, 8-17, 11-17 REACTIONS.(lb/size) 2=2735/0-3-8 (req. 0-4-14), 14=2651/Mechanical Max Horz 2=206(LC 9) Max Uplift 2=-110(LC 12), 14=-93(LC 13) Max Grav 2=3093(LC 31), 14=3009(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5328/452, 3-5=-4945/456, 5-6=-3856/452, 6-7=-3262/426, 7-8=-3811/458, 8-10=-3270/427, 10-11=-3867/454, 11-13=-4989/463, 13-14=-5354/461 BOT CHORD 2-21=-322/4452, 19-21=-228/3867, 18-19=-177/3786, 17-18=-177/3787, 15-17=-231/3889, 14-15=-334/4516 WEBS 3-21=-548/168, 5-21=-22/666, 5-19=-1144/185, 6-19=-107/1432, 7-19=-1069/188, 7-18=-148/375, 8-18=-157/367, 8-17=-1058/189, 10-17=-107/1435, 11-17=-1166/186, 11-15=-25/701, 13-15=-591/175 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 30.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 2 greater than input bearing size. 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) 14 except (jt=lb) 2=110. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. August 13,2018 Job ELEVATION_A Truss T5A Truss Type Piggyback Base Qty 8 Ply 1 Job Reference (optional) I34316917 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:04:06 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-pPVXnQ5Q8DWiolwGnlRJNjn0ZLJljG4E5sJneCyoHO7 Scale = 1:92.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 26 27 28 29 30 31 32 33 34 35 4x6 4x8 8x8 4x6 4x6 4x4 2.5x4 4x4 4x8 4x4 8x8 6x6 4x6 8x12 4x4 4x4 2.5x4 6x6 4x6 4x6 9-2-2 9-2-2 17-7-8 8-5-6 26-7-8 9-0-0 35-7-8 9-0-0 36-10-8 1-3-0 44-0-14 7-2-6 53-3-0 9-2-2 -0-10-8 0-10-8 6-4-6 6-4-6 11-11-15 5-7-9 17-7-8 5-7-9 23-7-8 6-0-0 29-7-8 6-0-0 35-7-8 6-0-0 41-3-1 5-7-9 46-10-10 5-7-9 53-3-0 6-4-6 0-6-1210-10-20-6-1210-10-27.00 12 Plate Offsets (X,Y)-- [2:0-0-2,Edge], [10:0-4-0,0-3-3], [16:0-0-0,0-2-12], [17:0-2-12,0-4-8], [19:0-4-0,0-4-8] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.31 0.37 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.26 0.07 (loc) 18-19 18-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 332 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF 1650F 1.5E BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 3-22,13-15: 2x4 SPF Stud, 7-20,8-18: 2x4 SPF 1650F 1.5E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-3 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18,15-17. WEBS 1 Row at midpt 5-20, 7-19, 8-18, 11-17 2 Rows at 1/3 pts 10-17 REACTIONS.(lb/size) 14=499/Mechanical, 17=3119/0-3-8 (req. 0-5-7), 2=1768/0-3-8 Max Horz 2=207(LC 11) Max Uplift 14=-59(LC 13), 17=-49(LC 13), 2=-106(LC 12) Max Grav 14=679(LC 35), 17=3451(LC 31), 2=2024(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3286/271, 3-5=-2897/274, 5-6=-1907/267, 6-7=-1611/264, 7-8=-1354/217, 8-10=0/498, 10-11=0/1009, 11-13=-551/195, 13-14=-859/109 BOT CHORD 2-22=-206/2710, 20-22=-167/2079, 19-20=-166/1604, 18-19=-143/1044, 17-18=-514/200, 14-15=-30/672 WEBS 3-22=-592/168, 5-22=-22/711, 5-20=-1177/185, 6-20=-15/514, 7-20=-67/860, 7-19=-1001/154, 8-19=-42/1282, 8-18=-2240/208, 10-18=-60/1534, 11-17=-1151/187, 11-15=-32/697, 13-15=-665/176, 10-17=-2211/150 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 30.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) WARNING: Required bearing size at joint(s) 17 greater than input bearing size. 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) 14, 17 except (jt=lb) 2=106. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. August 13,2018 Job ELEVATION_A Truss T5B Truss Type Piggyback Base Qty 5 Ply 1 Job Reference (optional) I34316918 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:04:08 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-lodHC66hfrnQ234fuATnT8tLU8zDBBBXZAouj5yoHO5 Scale = 1:88.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 23 22 21 20 19 18 17 16 24 25 26 27 28 29 30 31 32 33 4x6 4x8 6x6 4x6 4x6 4x4 2.5x4 4x4 4x8 4x4 3x5 8x8 4x4 4x8 4x4 6x6 4x8 5x12 MT18HS 6x6 4x6 6x6 9-2-2 9-2-2 17-7-8 8-5-6 26-7-8 9-0-0 35-7-8 9-0-0 41-9-8 6-2-0 44-0-14 2-3-6 48-3-0 4-2-2 -0-10-8 0-10-8 6-4-6 6-4-6 11-11-15 5-7-9 17-7-8 5-7-9 23-7-8 6-0-0 29-7-8 6-0-0 35-7-8 6-0-0 41-3-1 5-7-9 41-9-8 0-6-7 46-10-10 5-1-2 48-3-0 1-4-6 49-1-8 0-10-8 0-6-1210-10-23-5-1210-10-27.00 12 Plate Offsets (X,Y)-- [20:0-4-0,0-4-8] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.28 0.50 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.40 0.15 (loc) 20-21 20-21 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 311 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF 1650F 1.5E BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 3-23,14-16,13-17,13-16: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-10-9 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-21, 7-21, 7-20, 8-19, 11-19, 11-17 REACTIONS.(lb/size) 16=2480/0-3-8 (req. 0-4-8), 2=2480/0-3-8 (req. 0-4-6) Max Horz 2=241(LC 11) Max Uplift 16=-71(LC 13), 2=-113(LC 12) Max Grav 16=2887(LC 31), 2=2800(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4768/409, 3-5=-4384/413, 5-6=-3331/409, 6-7=-2853/388, 7-8=-3199/401, 8-10=-2450/350, 10-11=-2869/366, 11-13=-2214/255 BOT CHORD 2-23=-275/3975, 21-23=-180/3377, 20-21=-152/3243, 19-20=-119/3107, 17-19=-95/2187, 16-17=-43/803 WEBS 3-23=-560/168, 5-23=-22/677, 5-21=-1153/185, 6-21=-85/1204, 7-21=-796/193, 7-20=-312/130, 8-20=-4/545, 8-19=-1341/169, 10-19=-65/983, 11-19=-131/567, 11-17=-1180/127, 13-17=-42/1565, 13-16=-2800/203 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 30.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) WARNING: Required bearing size at joint(s) 16, 2 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 2=113. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. August 13,2018 Job ELEVATION_A Truss T5C Truss Type Piggyback Base Qty 2 Ply 1 Job Reference (optional) I34316919 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:04:10 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-iAl2do8xBS18HNE10bWFYZyhGygFf58q0UH?nzyoHO3 Scale = 1:84.0 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 28 29 30 31 32 33 344x6 4x6 4x8 6x6 4x6 4x6 2.5x4 4x6 3x5 8x8 4x8 8x8 6x6 4x6 9-2-2 9-2-2 16-4-8 7-2-6 17-7-8 1-3-0 26-7-8 9-0-0 35-7-8 9-0-0 41-9-8 6-2-0 44-0-14 2-3-6 48-3-0 4-2-2 6-4-6 6-4-6 11-11-15 5-7-9 17-7-8 5-7-9 23-7-8 6-0-0 29-7-8 6-0-0 35-7-8 6-0-0 41-3-1 5-7-9 41-9-8 0-6-7 46-10-10 5-1-2 48-3-0 1-4-6 49-1-8 0-10-8 0-6-1210-10-23-5-1210-10-27.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-3-3], [19:0-4-0,0-4-8] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.26 0.34 0.90 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.22 0.05 (loc) 19-20 19-20 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 320 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF 1650F 1.5E BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 2-23,13-15,12-16,12-15: 2x4 SPF Stud 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.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21. WEBS 1 Row at midpt 4-21, 7-19, 7-18, 10-18, 5-21 2 Rows at 1/3 pts 6-20 REACTIONS.(lb/size) 1=701/Mechanical, 21=2585/0-3-8 (req. 0-4-7), 15=1600/0-3-8 Max Horz 1=236(LC 11) Max Uplift 1=-19(LC 12), 21=-116(LC 12), 15=-82(LC 13) Max Grav 1=856(LC 31), 21=2835(LC 31), 15=1923(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1189/96, 2-4=-814/97, 4-5=-93/569, 6-7=-1359/224, 7-9=-1358/245, 9-10=-1616/245, 10-12=-1393/182 BOT CHORD 1-23=-105/950, 21-23=-75/311, 19-20=-89/1134, 18-19=-71/1521, 16-18=-29/1257, 15-16=-46/530 WEBS 2-23=-658/177, 4-23=-31/707, 4-21=-1158/186, 5-20=-39/1319, 6-20=-1879/174, 6-19=-11/902, 7-19=-604/122, 7-18=-337/415, 9-18=-5/376, 10-18=-417/255, 10-16=-624/74, 12-16=0/927, 12-15=-1853/118, 5-21=-1805/107 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x4 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) WARNING: Required bearing size at joint(s) 21 greater than input bearing size. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15 except (jt=lb) 21=116. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. August 13,2018 Job ELEVATION_A Truss T5D Truss Type Piggyback Base Qty 3 Ply 1 Job Reference (optional) I34316920 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:04:11 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-AMJQq89Zym9?vWpEZJ1U4nVsoM?aOXqzF81YJQyoHO2 Scale = 1:85.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 25 26 27 28 29 30 31 32 33 34 35 4x8 6x6 4x8 4x4 4x8 4x4 3x5 8x8 4x4 4x8 4x4 5x12 MT18HS 2.5x4 6x6 6x6 4-6-0 4-6-0 9-2-2 4-8-2 17-7-8 8-5-6 26-7-8 9-0-0 35-7-8 9-0-0 41-9-8 6-2-0 44-0-14 2-3-6 48-3-0 4-2-2 6-4-6 6-4-6 11-11-15 5-7-9 17-7-8 5-7-9 23-7-8 6-0-0 29-7-8 6-0-0 35-7-8 6-0-0 41-3-1 5-7-9 41-9-8 0-6-7 46-10-10 5-1-2 48-3-0 1-4-6 49-1-8 0-10-8 0-6-1210-10-23-5-1210-10-27.00 12 Plate Offsets (X,Y)-- [20:0-4-0,0-4-8] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.28 0.40 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.26 0.09 (loc) 20-21 20-21 16 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 316 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x6 SPF 1650F 1.5E BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF No.2 *Except* 3-23,14-16,13-17,13-16,2-24,3-24: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-24. WEBS 1 Row at midpt 5-23, 5-21, 7-21, 7-20, 8-20, 8-19, 11-19 REACTIONS.(lb/size) 1=-145/Mechanical, 16=2216/0-3-8 (req. 0-4-1), 24=2815/0-3-8 (req. 0-5-0) Max Horz 1=236(LC 11) Max Uplift 1=-279(LC 38), 16=-75(LC 13), 24=-145(LC 12) Max Grav 1=79(LC 9), 16=2590(LC 31), 24=3169(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-143/737, 2-3=-99/600, 3-5=-1888/209, 5-6=-2480/325, 6-7=-2110/314, 7-8=-2675/351, 8-10=-2141/320, 10-11=-2514/331, 11-13=-1961/234 BOT CHORD 1-24=-575/107, 23-24=-114/643, 21-23=-138/1861, 20-21=-139/2646, 19-20=-109/2655, 17-19=-71/1900, 16-17=-45/719 WEBS 3-23=-46/1483, 5-23=-1135/133, 5-21=-143/540, 6-21=-45/795, 7-21=-1093/164, 7-20=-57/320, 8-20=-82/294, 8-19=-1052/163, 10-19=-48/811, 11-19=-193/480, 11-17=-1023/111, 13-17=-24/1381, 13-16=-2508/179, 2-24=-434/103, 3-24=-2806/221 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 30.0 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 10) WARNING: Required bearing size at joint(s) 16, 24 greater than input bearing size. 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16 except (jt=lb) 1=279, 24=145. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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. August 13,2018 Job ELEVATION_A Truss T5G Truss Type Piggyback Base Supported Gable Qty 2 Ply 1 Job Reference (optional) I34316921 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:04:15 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-28YxgVC40_fQO86?o85QFdfcXzTWKVmZAm?mTByoHO_ Scale = 1:92.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 59 58 57 56 55 54 53 52 5150 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 60 61 62 63 64 65 4x6 6x6 4x6 4x6 8x8 8x8 6x6 4x6 4x6 4x6 17-7-8 17-7-8 35-7-8 18-0-0 53-3-0 17-7-8 -0-10-8 0-10-8 17-7-8 17-7-8 35-7-8 18-0-0 53-3-0 17-7-8 0-6-1210-10-20-6-1210-10-27.00 12 Plate Offsets (X,Y)-- [6:0-4-0,0-4-8], [26:0-4-0,0-4-8], [39:0-2-4,0-2-0], [51:0-2-4,0-2-0] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.04 0.01 0.30 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.01 (loc) 1 1 30 l/defl n/r n/r n/a L/d 120 90 n/a PLATES MT20 Weight: 402 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF 1650F 1.5E BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 8-54,7-55,6-56,5-57,4-58,3-59,24-36,25-35,26-34,27-33,28-32,29-31: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 11-21. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 20-41, 18-42, 17-43, 16-44, 15-46, 14-47, 13-48, 12-49, 10-52, 22-38, 11-50, 21-40 REACTIONS.All bearings 53-3-0. (lb) - Max Horz 2=206(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 30, 41, 42, 43, 44, 46, 47, 48, 49, 52, 53, 54, 55, 56, 57, 58, 59, 38, 37, 36, 35, 34, 33, 32, 31, 2, 50 Max Grav All reactions 250 lb or less at joint(s) 30, 58, 59, 32, 31, 2, 50, 40 except 41=313(LC 30), 42=316(LC 30), 43=310(LC 30), 44=311(LC 30), 46=311(LC 30), 47=310(LC 30), 48=316(LC 30), 49=313(LC 30), 52=318(LC 31), 53=319(LC 31), 54=304(LC 31), 55=327(LC 31), 56=310(LC 31), 57=286(LC 31), 38=318(LC 31), 37=319(LC 31), 36=304(LC 31), 35=327(LC 31), 34=309(LC 31), 33=287(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 20-41=-275/44, 18-42=-276/49, 17-43=-271/46, 16-44=-271/45, 15-46=-271/45, 14-47=-271/46, 13-48=-276/49, 12-49=-275/44, 10-52=-276/57, 9-53=-279/69, 8-54=-264/63, 7-55=-287/67, 6-56=-270/65, 22-38=-276/53, 23-37=-279/71, 24-36=-264/63, 25-35=-287/67, 26-34=-270/65 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2.5x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 2-0-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.Continued on page 2 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. August 13,2018 Job ELEVATION_A Truss T5G Truss Type Piggyback Base Supported Gable Qty 2 Ply 1 Job Reference (optional) I34316921 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:04:16 2018 Page 2 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-WK6JtrDinInH?IhBMsdfnqCnHNpl3y?iOQkJ_dyoHNz NOTES- 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 30, 41, 42, 43, 44, 46, 47, 48, 49, 52, 53, 54, 55, 56, 57, 58, 59, 38, 37, 36, 35, 34, 33, 32, 31, 2, 50. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 ELEVATION_A Truss V1 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) I34316922 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:04:16 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-WK6JtrDinInH?IhBMsdfnqCnZNpL30iiOQkJ_dyoHNz Scale = 1:8.6 1 2 3 2.5x4 3x5 2.5x4 2-9-5 2-9-5 2-9-10 0-0-5 1-4-13 1-4-13 2-9-10 1-4-13 0-0-41-2-00-0-410.00 12 Plate Offsets (X,Y)-- [2:0-2-8,Edge] LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.02 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=100/2-9-0, 3=100/2-9-0 Max Horz 1=-16(LC 6) Max Uplift 1=-4(LC 10), 3=-4(LC 11) 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. August 13,2018 Job ELEVATION_A Truss V2 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) I34316923 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:04:17 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-_Wgh5BDKYcv8dSGNwZ8uK2kxnm8PoTTsd4UtW3yoHNy Scale = 1:16.7 1 2 3 4 2.5x4 4x4 2.5x4 1.5x4 0-0-5 0-0-5 5-7-3 5-6-14 2-9-10 2-9-10 5-7-3 2-9-10 0-0-42-4-00-0-410.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=142/5-6-10, 3=142/5-6-10, 4=195/5-6-10 Max Horz 1=39(LC 7) Max Uplift 1=-17(LC 10), 3=-22(LC 11) 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. August 13,2018 Job ELEVATION_A Truss V3 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) I34316924 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:04:18 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-TjE3IXEyJv1?FbraUHf7tFH3RATUXwG?sjDQ2WyoHNx Scale = 1:23.4 1 2 3 42.5x4 4x4 2.5x4 1.5x4 0-0-5 0-0-5 8-4-13 8-4-8 4-2-6 4-2-6 8-4-13 4-2-6 0-0-43-6-00-0-410.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.31 0.12 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=225/8-4-3, 3=225/8-4-3, 4=309/8-4-3 Max Horz 1=-61(LC 6) Max Uplift 1=-27(LC 10), 3=-35(LC 11) 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=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 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. August 13,2018 Job ELEVATION_A Truss V4 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) I34316925 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:04:18 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-TjE3IXEyJv1?FbraUHf7tFH5SATpXvt?sjDQ2WyoHNx Scale = 1:29.2 1 2 3 4 5 8 7 63x5 4x4 3x5 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 11-2-2 11-2-2 11-2-6 0-0-5 5-7-3 5-7-3 11-2-6 5-7-3 0-0-44-8-00-0-410.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.18 0.10 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-1-13. (lb) - Max Horz 1=-84(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-127(LC 10), 6=-127(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=291(LC 1), 8=371(LC 17), 6=371(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-314/174, 4-6=-314/174 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=127, 6=127. 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. August 13,2018 Job ELEVATION_A Truss V5 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) I34316926 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:04:19 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-xvoRVtFa4D9sslQm1_AMPTqGDap5GLP95NzzbyyoHNw Scale = 1:36.4 1 2 3 4 5 8 7 63x5 4x4 3x5 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 0-0-5 0-0-5 14-0-0 13-11-11 7-0-0 7-0-0 14-0-0 7-0-0 0-0-45-10-00-0-410.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.18 0.10 0.13 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 46 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-11-6. (lb) - Max Horz 1=106(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-128(LC 10), 6=-128(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=290(LC 1), 8=388(LC 1), 6=388(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-313/170, 4-6=-313/169 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=128, 6=128. 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. August 13,2018 Job ELEVATION_A Truss V6 Truss Type Valley Qty 2 Ply 1 Job Reference (optional) I34316927 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:04:20 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-P5LqjCGCrXHjUv?ybihbygMQ1_8X?oyIJ1iX7OyoHNv Scale = 1:43.3 1 2 3 4 5 8 7 69103x5 4x4 3x5 6x6 1.5x4 1.5x4 1.5x4 1.5x4 0-0-5 0-0-5 16-9-10 16-9-5 8-4-13 8-4-13 16-9-10 8-4-13 0-0-47-0-00-0-410.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.24 0.15 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-9-0. (lb) - Max Horz 1=-129(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-151(LC 10), 6=-151(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=386(LC 20), 8=508(LC 17), 6=508(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-371/198, 4-6=-371/198 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=151, 6=151. 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. August 13,2018 Job ELEVATION_A Truss V7 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) I34316928 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 13 11:04:20 2018 Page 1 84 Components, Franklin, IN - 46131, ID:oWVjgqZRZV9N0qGvSLK?Exytb8n-P5LqjCGCrXHjUv?ybihbygMQQ_8Q?nFIJ1iX7OyoHNv Scale = 1:49.7 1 2 3 4 5 6 7 12 11 10 9 83x5 4x4 3x5 6x6 19-6-14 19-6-14 19-7-3 0-0-5 9-9-10 9-9-10 19-7-3 9-9-10 0-0-48-2-00-0-410.00 12 LOADING (psf) TCLL (Roof Snow=30.0) TCDL BCLL BCDL 30.0 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 0.22 0.16 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 71 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-6-10. (lb) - Max Horz 1=-152(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 12, 8 except 11=-140(LC 10), 9=-140(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=418(LC 20), 11=490(LC 17), 12=326(LC 1), 9=489(LC 18), 8=326(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-349/189, 2-12=-263/141, 5-9=-349/189, 6-8=-263/141 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) All plates are 1.5x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 12, 8 except (jt=lb) 11=140, 9=140. 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. August 13,2018 edge of truss.from outside"16/1-0PRODUCT CODE APPROVALSJOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal InjuryGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:6-4-8dimensions shown in ft-in-sixteenths (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015WEBSedge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 8 7 6 54321BOTTOM CHORDSTOP CHORDSBEARINGIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering System General Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8dimensions shown in ft-in-sixteenthsWEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.