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HomeMy WebLinkAboutM004.016023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 MiTek USA, Inc. Re: 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. July 11,2019 Johnson, Andrew Pages or sheets covered by this seal: I37745586 thru I37745607 My license renewal date for the state of Indiana is July 31, 2020. 1901838R TG47 (1901838) IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 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 Component available 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 1901838R Truss AGE01 Truss Type GABLE Qty 1 Ply 1 TG47 (1901838) Job Reference (optional) I37745586 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:11 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-0E7h9QxYd43XyscWZ7?UN4r_?75H09MaiPjxlhyzBrw Scale = 1:65.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 35 34 33 31 30 29 28 27 26 25 24 23 36 37 38 39 40 41 42 43 44 45 32 4x4 4x6 3x4 3x6 3x6 3x6 3x6 6x10 3x6 5x6 6x8 6x8 4x8 4x6 3x6 7-11-11 7-11-11 9-4-8 1-4-13 15-10-0 6-5-8 18-5-8 2-7-8 27-10-0 9-4-8 -1-0-0 1-0-0 7-1-4 7-1-4 13-11-0 6-9-12 20-8-12 6-9-12 27-10-0 7-1-4 28-10-0 1-0-0 0-9-010-0-50-9-08.00 12 Plate Offsets (X,Y)-- [2:Edge,0-2-8], [2:0-1-12,0-1-3], [5:0-2-2,0-0-0], [14:0-2-4,0-2-4], [14:0-0-0,0-1-12], [15:0-2-2,0-0-0], [21:0-1-12,0-1-3], [23:0-0-14,0-0-0], [23:0-2-14,0-2-3] , [31:0-3-0,0-1-8], [40:0-0-13,0-1-15] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.30 0.48 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.17 0.02 (loc) 34-35 34-35 23 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 188 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-31: 2x6 SPF No.2 OTHERS 2x4 SPF Stud *Except* 9-36,10-41,11-31: 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 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 36, 38 REACTIONS.All bearings 12-3-8 except (jt=length) 35=0-3-8, 32=0-3-8. (lb) - Max Horz 35=-192(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 30, 29, 28, 27, 26, 25, 35 except 31=-163(LC 10), 24=-117(LC 11) Max Grav All reactions 250 lb or less at joint(s) 23, 30, 29, 28, 27, 26, 25, 24 except 31=493(LC 1), 35=728(LC 1), 32=390(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-265/24, 3-4=-681/65, 2-35=-250/59 BOT CHORD 34-35=-143/705, 32-34=-73/706, 31-32=-73/706 WEBS 5-40=-130/279, 4-40=-731/237, 39-40=-551/153, 38-39=-587/172, 38-42=-635/194, 37-42=-700/210, 36-37=-753/231, 36-41=-784/210, 31-41=-801/218, 4-34=-31/389, 3-35=-630/60 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-11-0, Exterior(2) 10-11-0 to 16-11-0, Interior(1) 16-11-0 to 25-10-0, Exterior(2) 25-10-0 to 28-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 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. July 11,2019 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 Component available 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 1901838R Truss AGE02 Truss Type GABLE Qty 1 Ply 1 TG47 (1901838) Job Reference (optional) I37745587 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:12 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-UQh3NmyAONBOa0Bi6rWjvIO6IWUXlb?kx3SUH7yzBrv Scale = 1:66.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 37 36 34 33 32 31 30 29 28 27 26 25 24 38 39 40 41 42 43 44 45 35 4x6 4x6 4x6 4x8 5x9 3x6 3x6 3x6 3x6 3x6 4x8 6x8 6-4-11 6-4-11 9-4-8 2-11-13 12-4-8 3-0-0 18-5-8 6-1-0 27-10-0 9-4-8 -1-0-0 1-0-0 7-1-4 7-1-4 13-11-0 6-9-12 20-8-12 6-9-12 27-10-0 7-1-4 28-10-0 1-0-0 0-9-010-0-50-9-08.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [4:0-2-2,0-0-0], [5:0-2-4,0-2-4], [5:0-0-0,0-1-12], [15:0-0-0,0-1-12], [15:0-2-4,0-2-4], [16:0-2-2,0-0-0], [22:0-1-12,0-1-3], [24:0-2-14,0-2-3], [24:0-0-14,0-0-0], [34:0-2-0,0-3-0], [37:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.46 0.29 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.03 -0.07 0.01 (loc) 36-37 36-37 24 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-34: 2x6 SPF No.2 OTHERS 2x4 SPF Stud *Except* 10-34,9-38,11-33,12-32: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 36-37,35-36,34-35. WEBS 1 Row at midpt 10-34, 11-33 JOINTS 1 Brace at Jt(s): 39, 41 REACTIONS.All bearings 15-5-8 except (jt=length) 37=0-3-8, 35=0-3-8. (lb) - Max Horz 37=192(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 34, 33, 32, 24, 31, 30, 29, 28, 27, 26, 25 except 37=-102(LC 10) Max Grav All reactions 250 lb or less at joint(s) 33, 32, 24, 31, 30, 29, 28, 27, 26, 25, 35 except 37=545(LC 1), 34=657(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-522/128, 2-37=-485/136 BOT CHORD 36-37=-140/442, 35-36=-141/440, 34-35=-141/440 WEBS 10-34=-351/0, 4-42=-146/251, 3-42=-589/225, 41-42=-449/144, 40-41=-504/173, 39-40=-538/190, 38-39=-573/213, 34-38=-563/201, 3-36=0/265 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-11-0, Exterior(2) 10-11-0 to 16-11-0, Interior(1) 16-11-0 to 25-10-0, Exterior(2) 25-10-0 to 28-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 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. July 11,2019 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 Component available 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 1901838R Truss AM01 Truss Type Monopitch Qty 3 Ply 1 TG47 (1901838) Job Reference (optional) I37745588 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:13 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-zdESa6zp9hJFCAmugY1ySVwLWwkPU4AtAjC1pZyzBru Scale: 1/2"=1' 1 2 3 4 6 5 7 8 9 10 4x6 3x4 1.5x4 3x4 4x6 3x4 8-4-0 8-4-0 -1-3-8 1-3-8 4-2-0 4-2-0 8-4-0 4-2-0 1-0-153-10-40-10-123-10-44.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.23 0.69 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.43 0.01 (loc) 5-6 5-6 8 l/defl >445 >222 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 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 10-0-0 oc bracing. REACTIONS.(lb/size)6=415/Mechanical, 8=291/0-3-8 Max Horz 6=97(LC 8) Max Uplift 6=-71(LC 8), 8=-65(LC 12) Max Grav 6=426(LC 19), 8=326(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-108/278 WEBS 3-5=-268/112, 3-6=-316/19, 4-8=-330/66 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-3-8 to 1-8-8, Interior(1) 1-8-8 to 7-10-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8. This connection is for uplift only and does not consider lateral forces. July 11,2019 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 Component available 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 1901838R Truss AM02 Truss Type GABLE Qty 1 Ply 1 TG47 (1901838) Job Reference (optional) I37745589 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:14 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-RpoqnS_Rw?R5pKL5EGYB?jTOoK8BDTK0ONxbM?yzBrt Scale: 1/2"=1' 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 6x6 5x6 3x4 3x4 3x4 8-4-0 8-4-0 -1-3-8 1-3-8 4-2-0 4-2-0 8-4-0 4-2-0 1-0-153-10-40-10-123-10-44.00 12 Plate Offsets (X,Y)-- [9:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.71 0.40 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.20 -0.00 (loc) 12-13 12-13 17 l/defl >942 >487 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 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 10-0-0 oc bracing. REACTIONS.(lb/size)15=415/Mechanical, 17=291/0-3-8 Max Horz 15=97(LC 8) Max Uplift 15=-71(LC 8), 17=-65(LC 12) Max Grav 15=426(LC 19), 17=326(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-317/93 WEBS 8-17=-332/67 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-3-8 to 1-8-0, Interior(1) 1-8-0 to 7-10-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 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) Refer to girder(s) for truss to truss connections. 11) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15. 13) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 17. This connection is for uplift only and does not consider lateral forces. July 11,2019 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 Component available 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 1901838R Truss AM03 Truss Type Monopitch Qty 2 Ply 1 TG47 (1901838) Job Reference (optional) I37745590 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:15 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-v?MC?o?3hIayRUvHoz3QXw0dfkWUytZAd1h8uSyzBrs Scale = 1:19.5 1 2 3 5 4 6 7 8 5x6 4x4 1.5x4 3x4 3x4 5-8-0 5-8-0 -1-3-8 1-3-8 5-8-0 5-8-0 1-0-152-11-90-10-122-11-94.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.45 0.27 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.08 0.02 (loc) 4-5 4-5 7 l/defl >999 >798 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 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 5-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=485/Mechanical, 7=269/0-3-8 Max Horz 5=71(LC 8) Max Uplift 5=-61(LC 8), 7=-44(LC 12) Max Grav 5=508(LC 19), 7=308(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-457/111 WEBS 3-7=-326/47 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-3-8 to 1-8-8, Interior(1) 1-8-8 to 5-2-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 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 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. July 11,2019 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 Component available 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 1901838R Truss AM04 Truss Type GABLE Qty 1 Ply 1 TG47 (1901838) Job Reference (optional) I37745591 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:16 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-NCwaC8?hScip3dUTLgaf48Yom8sqhPlJshQhQuyzBrr Scale = 1:19.2 1 2 3 4 5 6 11 10 9 8 7 12 13 5x6 4x4 2x4 3x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 5-8-0 5-8-0 -1-3-8 1-3-8 5-8-0 5-8-0 1-0-152-11-90-10-122-11-94.00 12 Plate Offsets (X,Y)-- [7:Edge,0-3-8] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.43 0.26 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.05 -0.00 (loc) 9 9-10 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 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 5-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)11=485/Mechanical, 13=269/0-3-8 Max Horz 11=71(LC 8) Max Uplift 11=-61(LC 8), 13=-44(LC 12) Max Grav 11=509(LC 19), 13=309(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-407/97 WEBS 6-13=-318/46 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-3-8 to 1-8-0, Interior(1) 1-8-0 to 5-2-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=40.0 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 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 6) Gable studs spaced at 1-4-0 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) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 12) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13. This connection is for uplift only and does not consider lateral forces. July 11,2019 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 Component available 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 1901838R Truss AM05 Truss Type Monopitch Qty 5 Ply 1 TG47 (1901838) Job Reference (optional) I37745592 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:17 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-rOUyQU0JDwqggn3fvO5ucL5_iXD?QssT4LAFzKyzBrq Scale = 1:15.4 1 2 3 5 4 6 7 8 9 4x6 4x4 1.5x4 3x4 3x4 4-4-0 4-4-0 -1-3-8 1-3-8 4-4-0 4-4-0 1-0-152-6-40-10-122-6-44.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.35 0.14 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.01 (loc) 4-5 4-5 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 20 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 4-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=411/Mechanical, 7=183/0-3-8 Max Horz 5=57(LC 8) Max Uplift 5=-56(LC 8), 7=-33(LC 12) Max Grav 5=426(LC 19), 7=206(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-389/104 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-3-8 to 1-8-8, Interior(1) 1-8-8 to 3-10-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 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 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. July 11,2019 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 Component available 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 1901838R Truss AM06 Truss Type GABLE Qty 1 Ply 1 TG47 (1901838) Job Reference (optional) I37745593 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:18 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-Ja2Ldq1xzDyXIxesT5d79ZeBtxaI9MvcJ?voVnyzBrp Scale = 1:15.4 1 2 3 4 5 9 8 7 6 10 11 12 4x6 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 3x4 4-4-0 4-4-0 -1-3-8 1-3-8 4-4-0 4-4-0 1-0-152-6-40-10-122-6-44.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.19 0.07 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.01 -0.00 (loc) 8 8 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 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 4-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)9=262/Mechanical, 11=124/0-3-8 Max Horz 9=57(LC 8) Max Uplift 9=-56(LC 8), 11=-33(LC 12) Max Grav 9=265(LC 19), 11=131(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-3-8 to 1-8-0, Interior(1) 1-8-0 to 3-10-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) Gable studs spaced at 1-4-0 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) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 12) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. This connection is for uplift only and does not consider lateral forces. July 11,2019 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 Component available 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 1901838R Truss AM07 Truss Type Monopitch Qty 6 Ply 1 TG47 (1901838) Job Reference (optional) I37745594 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:19 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-nmcjr92ZkX4Ow5D21p8MimAJULtxupylYffM1DyzBro Scale: 3/4"=1' 1 2 3 4 8 9 10 1.5x4 1.5x4 3x4 5-8-0 5-8-0 -1-0-0 1-0-0 5-8-0 5-8-0 0-4-82-3-34.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.40 0.30 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.04 -0.10 0.00 (loc) 4-7 4-7 2 l/defl >999 >683 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=215/Mechanical, 2=286/0-3-8 Max Horz 2=69(LC 8) Max Uplift 4=-42(LC 12), 2=-55(LC 8) Max Grav 4=232(LC 19), 2=290(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-6-4, Exterior(2) 2-6-4 to 5-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. July 11,2019 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 Component available 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 1901838R Truss AM08 Truss Type Monopitch Qty 4 Ply 1 TG47 (1901838) Job Reference (optional) I37745595 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:19 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-nmcjr92ZkX4Ow5D21p8MimAKsLnpum_lYffM1DyzBro Scale: 1/2"=1' 1 2 3 4 6 5 7 8 9 10 4x6 3x4 1.5x4 3x4 4x6 3x4 8-4-0 8-4-0 -1-3-8 1-3-8 4-2-0 4-2-0 8-4-0 4-2-0 1-0-153-10-40-10-123-10-44.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MP 0.37 0.69 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.22 -0.43 0.02 (loc) 5-6 5-6 8 l/defl >445 >222 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 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 10-0-0 oc bracing. REACTIONS.(lb/size)6=638/Mechanical, 8=435/0-3-8 Max Horz 6=97(LC 8) Max Uplift 6=-71(LC 8), 8=-65(LC 12) Max Grav 6=677(LC 19), 8=513(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-7=-32/316, 4-7=-32/316, 2-6=-350/129 BOT CHORD 5-6=-108/494 WEBS 3-5=-485/112, 3-6=-562/19, 4-8=-519/66 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-3-8 to 1-8-8, Interior(1) 1-8-8 to 7-10-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 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 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8. This connection is for uplift only and does not consider lateral forces. July 11,2019 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 Component available 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 1901838R Truss AT01 Truss Type Common Qty 17 Ply 1 TG47 (1901838) Job Reference (optional) I37745596 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:21 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-k9jTFr3qG8K69PNR8EAqnBGdw9SAMfe2?z8S65yzBrm Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 11 10 20 21 22 23 24 25 26 27 4x6 4x8 3x4 5x9 5x9 5x6 5x6 4x8 3x4 9-4-8 9-4-8 18-5-8 9-1-0 27-10-0 9-4-8 -1-0-0 1-0-0 7-1-4 7-1-4 13-11-0 6-9-12 20-8-12 6-9-12 27-10-0 7-1-4 28-10-0 1-0-0 0-9-010-0-50-9-08.00 12 Plate Offsets (X,Y)-- [2:0-4-13,Edge], [4:0-3-0,0-3-4], [6:0-3-0,0-3-4], [8:0-4-13,Edge], [10:0-4-8,0-3-0], [11:0-4-8,0-3-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.53 0.76 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.26 -0.39 0.05 (loc) 10-11 10-11 8 l/defl >999 >862 n/a L/d 240 180 n/a PLATES MT20 Weight: 115 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* 6-10,4-11: 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-6-0, Right 2x4 SPF Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1173/0-3-8, 8=1173/0-3-8 Max Horz 2=-192(LC 8) Max Uplift 2=-117(LC 10), 8=-117(LC 11) Max Grav 2=1223(LC 18), 8=1223(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1541/176, 4-5=-1479/244, 5-6=-1479/244, 6-8=-1540/176 BOT CHORD 2-11=-160/1378, 10-11=-11/920, 8-10=-46/1251 WEBS 5-10=-151/724, 6-10=-363/204, 5-11=-151/724, 4-11=-363/204 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-11-0, Exterior(2) 10-11-0 to 16-11-0, Interior(1) 16-11-0 to 25-10-0, Exterior(2) 25-10-0 to 28-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 8. This connection is for uplift only and does not consider lateral forces. July 11,2019 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 Component available 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 1901838R Truss AT02 Truss Type Roof Special Qty 1 Ply 1 TG47 (1901838) Job Reference (optional) I37745597 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:22 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-CLHrTB4S1SSznYydixh3JPopUYsZ510CEdt0eYyzBrl Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 27 28 4x6 3x4 5x6 3x4 3x4 1.5x4 3x6 2x4 4x6 3x4 4x4 6x6 8x12 MT20HS 4x4 6x8 3x6 7-5-8 7-5-8 14-7-8 7-2-0 17-4-8 2-9-0 22-5-8 5-1-0 27-10-0 5-4-8 -1-0-0 1-0-0 7-1-4 7-1-4 13-11-0 6-9-12 14-7-8 0-8-8 17-4-8 2-9-0 22-5-8 5-1-0 27-10-0 5-4-8 28-10-0 1-0-0 0-9-010-0-50-9-01-0-08.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-4], [15:0-5-8,0-4-0], [16:0-4-0,0-2-4] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.48 0.50 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.08 -0.19 0.07 (loc) 17-18 17-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 153 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 4-16,5-16: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 2-6-0, Right 2x4 SPF Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16 REACTIONS.(lb/size)2=1173/0-3-8, 11=1173/0-3-8 Max Horz 2=-192(LC 8) Max Uplift 2=-117(LC 10), 11=-117(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1350/171, 4-5=-1169/187, 5-6=-953/192, 6-7=-1181/208, 7-9=-1502/186, 9-11=-1521/163 BOT CHORD 2-18=-157/1191, 15-16=-28/1190, 7-15=-43/437, 11-13=-45/1213 WEBS 4-16=-390/169, 7-16=-612/149, 13-15=-48/1174, 16-18=-158/1101, 5-16=-123/692 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-11-0, Exterior(2) 10-11-0 to 16-11-0, Interior(1) 16-11-0 to 25-10-0, Exterior(2) 25-10-0 to 28-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 11. This connection is for uplift only and does not consider lateral forces. July 11,2019 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 Component available 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 1901838R Truss AT03 Truss Type Roof Special Qty 2 Ply 1 TG47 (1901838) Job Reference (optional) I37745598 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:23 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-gYrEgX54omaqOiXpGfCIscL?oyBnqUULTHdZA_yzBrk Scale = 1:66.3 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 27 28 5x6 4x6 3x4 5x6 3x4 3x4 1.5x4 3x6 2x4 4x6 3x4 4x4 8x12 MT20HS 4x4 6x8 3x6 7-1-4 7-1-4 14-7-8 7-6-4 17-7-8 3-0-0 22-7-0 4-11-8 27-10-0 5-3-0 -1-0-0 1-0-0 7-1-4 7-1-4 13-11-0 6-9-12 14-7-8 0-8-8 17-7-8 3-0-0 22-7-0 4-11-8 27-10-0 5-3-0 28-10-0 1-0-0 0-9-010-0-50-9-01-0-08.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-3-4], [15:0-5-8,0-4-0] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.44 0.50 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.22 0.07 (loc) 17-18 17-18 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 153 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 7-14: 2x4 SPF Stud WEBS 2x4 SPF Stud *Except* 4-16,16-18,5-16: 2x4 SPF No.2 SLIDER Left 2x4 SPF Stud 2-6-0, Right 2x4 SPF Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-16 REACTIONS.(lb/size)2=1173/0-3-8, 11=1173/0-3-8 Max Horz 2=192(LC 9) Max Uplift 2=-117(LC 10), 11=-117(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1349/170, 4-5=-1167/187, 5-6=-964/197, 6-7=-1184/206, 7-9=-1525/186, 9-11=-1521/163 BOT CHORD 2-18=-153/1190, 15-16=-29/1212, 7-15=-41/432, 11-13=-45/1214 WEBS 4-16=-395/173, 7-16=-606/147, 13-15=-48/1182, 16-18=-162/1102, 5-16=-132/717 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-11-0, Exterior(2) 10-11-0 to 16-11-0, Interior(1) 16-11-0 to 25-10-0, Exterior(2) 25-10-0 to 28-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 11. This connection is for uplift only and does not consider lateral forces. July 11,2019 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 Component available 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 1901838R Truss BGE01 Truss Type GABLE Qty 1 Ply 1 TG47 (1901838) Job Reference (optional) I37745599 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:24 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-8kPcut6iZ3ih0s50pMkXPqu9MMbiZ3sVhxM7iQyzBrj Scale = 1:39.4 1 2 3 4 5 6 7 8 9 10 11 12 20 19 17 16 15 14 13 21 22 23 24 25 26 27 28 18 4x4 4x8 3x6 3x6 3x6 4x8 3x6 3x6 5-4-3 5-4-3 7-11-0 2-6-13 10-3-8 2-4-8 15-10-0 5-6-8 -1-0-0 1-0-0 5-4-3 5-4-3 7-11-0 2-6-13 15-10-0 7-11-0 16-10-0 1-0-0 0-9-06-0-50-9-08.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [11:0-1-3,0-1-12], [13:Edge,0-3-8], [13:0-0-0,0-1-12], [20:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.45 0.20 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.03 0.01 (loc) 19-20 19-20 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* 3-17: 2x6 SPF No.2 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 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 21 REACTIONS.All bearings 5-6-8 except (jt=length) 20=0-3-8, 18=0-3-8. (lb) - Max Horz 20=-115(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 20, 16, 15, 14 except 17=-108(LC 10) Max Grav All reactions 250 lb or less at joint(s) 17, 16, 15, 14, 18 except 20=542(LC 1), 13=265(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-535/67, 2-20=-486/101 BOT CHORD 19-20=-37/395, 18-19=-38/393, 17-18=-38/393 WEBS 3-22=-351/133, 21-22=-328/111, 21-23=-331/106, 23-24=-348/114, 17-24=-373/122 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-0, Exterior(2) 4-11-0 to 10-11-0, Interior(1) 10-11-0 to 13-10-0, Exterior(2) 13-10-0 to 16-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 1-4-0 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. July 11,2019 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 Component available 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 1901838R Truss BT01 Truss Type Common Qty 1 Ply 1 TG47 (1901838) Job Reference (optional) I37745600 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:25 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-cwz_5D6KKNqYe0gCN3Fmx1QIimrtIVzewb6gFtyzBri Scale = 1:39.4 1 2 3 4 5 6 7 8 17 18 19 20 4x6 3x4 4x6 3x4 1.5x4 4x6 7-11-0 7-11-0 15-10-0 7-11-0 -1-0-0 1-0-0 7-11-0 7-11-0 15-10-0 7-11-0 16-10-0 1-0-0 0-9-06-0-50-9-08.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.60 0.59 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.16 0.03 (loc) 8-11 8-11 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 55 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 2x4 SPF Stud 2-6-0, Right 2x4 SPF Stud 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=693/0-3-8, 6=693/0-3-8 Max Horz 2=115(LC 9) Max Uplift 2=-72(LC 10), 6=-72(LC 11) Max Grav 2=715(LC 18), 6=715(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-688/117, 4-6=-688/117 BOT CHORD 2-8=-14/597, 6-8=-14/597 WEBS 4-8=0/384 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-0, Exterior(2) 4-11-0 to 10-11-0, Interior(1) 10-11-0 to 13-10-0, Exterior(2) 13-10-0 to 16-10-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. July 11,2019 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 Component available 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 1901838R Truss CGE01 Truss Type Common Supported Gable Qty 1 Ply 1 TG47 (1901838) Job Reference (optional) I37745601 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:26 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-47XMJZ7y5hyOFAFOxnm?UFzaIAKM1z6n9FrDnJyzBrh Scale = 1:38.1 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 4x4 3x4 3x4 3x4 21-8-0 21-8-0 -1-0-0 1-0-0 10-10-0 10-10-0 21-8-0 10-10-0 22-8-0 1-0-0 0-5-104-11-130-5-105.00 12 LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.06 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 12 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 81 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 21-8-0. (lb) - Max Horz 2=64(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 20, 21, 22, 23, 17, 16, 15, 14, 12 Max Grav All reactions 250 lb or less at joint(s) 18, 22, 15 except 2=269(LC 1), 20=326(LC 19), 21=307(LC 19), 23=319(LC 1), 17=326(LC 20), 16=307(LC 20), 14=319(LC 1), 12=269(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-20=-287/118, 5-21=-265/83, 3-23=-257/119, 8-17=-287/118, 9-16=-265/83, 11-14=-257/119 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 7-10-0, Corner(3) 7-10-0 to 13-10-0, Exterior(2) 13-10-0 to 19-8-0, Corner(3) 19-8-0 to 22-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=40.0 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 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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) 2, 20, 21, 22, 23, 17, 16, 15, 14, 12. July 11,2019 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 Component available 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 1901838R Truss CT01 Truss Type Common Qty 4 Ply 1 TG47 (1901838) Job Reference (optional) I37745602 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:28 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-0Ve7kE9DdIC6VUPn2CoTZg2m5zsQVpr4cYKKrByzBrf Scale = 1:37.9 1 2 3 4 5 6 7 9 8 16 17 18 19 4x6 5x6 3x4 4x6 1.5x4 1.5x4 4x6 7-4-0 7-4-0 14-4-0 7-0-0 21-8-0 7-4-0 -1-0-0 1-0-0 5-7-0 5-7-0 10-10-0 5-3-0 16-1-0 5-3-0 21-8-0 5-7-0 22-8-0 1-0-0 0-5-104-11-130-5-105.00 12 Plate Offsets (X,Y)-- [9:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=40.0) TCDL BCLL BCDL 40.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.79 0.66 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.24 0.06 (loc) 8-9 8-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=1400/0-3-8, 6=1400/0-3-8 Max Horz 2=-64(LC 13) Max Uplift 2=-202(LC 12), 6=-202(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2518/407, 3-4=-2191/395, 4-5=-2191/395, 5-6=-2518/407 BOT CHORD 2-9=-336/2233, 8-9=-151/1511, 6-8=-296/2233 WEBS 4-8=-133/796, 5-8=-631/185, 4-9=-133/796, 3-9=-631/184 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-10-0, Exterior(2) 7-10-0 to 13-10-0, Interior(1) 13-10-0 to 19-8-0, Exterior(2) 19-8-0 to 22-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 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 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. July 11,2019 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 Component available 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 1901838R Truss DGE01 Truss Type Common Supported Gable Qty 1 Ply 1 TG47 (1901838) Job Reference (optional) I37745603 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:29 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-ViCVxa9rObKz6d_zcvJi6tb57NLWELeErC4tOeyzBre Scale = 1:31.3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x6 4x4 3x6 12-8-0 12-8-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 0-9-04-11-110-9-08.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [8:0-1-3,0-1-12], [10:0-0-0,0-1-12], [10:Edge,0-3-8], [16:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.13 0.03 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 8 8 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 52 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 12-8-0. (lb) - Max Horz 16=-95(LC 8) 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=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 3-4-0, Corner(3) 3-4-0 to 9-4-0, Exterior(2) 9-4-0 to 10-8-0, Corner(3) 10-8-0 to 13-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 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. July 11,2019 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 Component available 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 1901838R Truss DT01 Truss Type Common Qty 1 Ply 1 TG47 (1901838) Job Reference (optional) I37745604 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:30 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-zumt8wAT9vSqknZ9Adqxe57Dtnc7zn_N4spRw4yzBrd Scale = 1:32.5 1 2 3 4 5 6 7 8 17 18 4x6 3x4 4x6 3x4 1.5x4 4x4 6-4-0 6-4-0 12-8-0 6-4-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 0-9-04-11-110-9-08.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MS 0.32 0.33 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.06 0.02 (loc) 8-11 8-11 2 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF Stud SLIDER Left 2x4 SPF Stud 2-6-0, Right 2x4 SPF Stud 2-6-0 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)2=567/0-3-8, 6=567/0-3-8 Max Horz 2=-95(LC 8) Max Uplift 2=-60(LC 10), 6=-60(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-474/104, 4-6=-474/104 BOT CHORD 2-8=-10/389, 6-8=-10/389 WEBS 4-8=0/277 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-4-0, Exterior(2) 3-4-0 to 9-4-0, Interior(1) 9-4-0 to 10-8-0, Exterior(2) 10-8-0 to 13-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. July 11,2019 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 Component available 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 1901838R Truss EGE01 Truss Type COMMON SUPPORTED GAB Qty 1 Ply 1 TG47 (1901838) Job Reference (optional) I37745605 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:30 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-zumt8wAT9vSqknZ9Adqxe57Ganhpzo0N4spRw4yzBrd Scale = 1:27.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 3x6 4x4 3x6 10-7-0 10-7-0 -1-0-0 1-0-0 5-3-8 5-3-8 10-7-0 5-3-8 11-7-0 1-0-0 0-9-04-3-50-9-08.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [8:0-1-3,0-1-12], [10:0-0-0,0-1-12], [10:Edge,0-3-8], [16:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2015/TPI2014 CSI. TC BC WB Matrix-R 0.15 0.03 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 8 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 42 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 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 10-7-0. (lb) - Max Horz 16=-81(LC 6) 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=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; 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=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 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. July 11,2019 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 Component available 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 1901838R Truss IGE01 Truss Type GABLE Qty 1 Ply 1 TG47 (1901838) Job Reference (optional) I37745606 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:31 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-R4KFMGB5wDbhMx8MkKMABIgSBB1BiFXXIWZ_SWyzBrc Scale = 1:14.0 1 2 3 4 5 6 10 9 8 7 11 12 13 2x4 -1-0-0 1-0-0 5-8-0 5-8-0 0-4-82-3-34.00 12 LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.02 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1 1 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 19 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 5-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 5-8-0. (lb) - Max Horz 2=68(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 7, 2, 8, 9, 10 Max Grav All reactions 250 lb or less at joint(s) 7, 2, 8, 9, 10 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 2-6-4, Corner(3) 2-6-4 to 5-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 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) 7, 2, 8, 9, 10. July 11,2019 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 Component available 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 1901838R Truss J01 Truss Type JACK-CLOSED Qty 3 Ply 1 TG47 (1901838) Job Reference (optional) I37745607 8.220 s Nov 16 2018 MiTek Industries, Inc. Thu Jul 11 08:22:32 2019 Page 1 84 Components (Franklin), Franklin, IN - 46131, ID:1COuPKithkSs5R3?ACPlBrz_GWk-vHudZcCjgWjYz5jYH2tPjWDbtaN1RiAgXAIY_zyzBrb Scale = 1:10.0 1 2 3 5 4 3x6 1.5x4 4x4 1-0-0 1-0-0 1-0-1 0-0-1 -1-0-0 1-0-0 1-0-0 1-0-0 0-9-01-5-00-5-30-11-131-5-08.00 12 Plate Offsets (X,Y)-- [2:0-1-3,0-1-12], [5:0-0-0,0-1-12] LOADING (psf) TCLL (Roof Snow=20.0) TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2015/TPI2014 CSI. TC BC WB Matrix-MR 0.16 0.04 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 5 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)4=125/Mechanical, 3=0/Mechanical Max Horz 4=-157(LC 16), 3=157(LC 16) Max Uplift 4=-25(LC 10) Max Grav 4=143(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) Vasd=91mph; TCDL=6.0psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=20.0 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 16.0 psf or 2.00 times flat roof load of 20.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Refer to girder(s) for truss to truss connections. 7) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4. This connection is for uplift only and does not consider lateral forces. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. July 11,2019 PRODUCT CODE APPROVALSLATERAL 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.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. 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 Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge 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 87654321BOTTOM CHORDSTOP CHORDSBEARING4 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 SystemGeneral 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.6-4-8WEBSTrusses 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.dimensions shown in ft-in-sixteenths