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HomeMy WebLinkAbout37AA - Trusses16023 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 ProBuild (CarterLee Bldg Components). December 12,2019 Liu, Xuegang Pages or sheets covered by this seal: I39593981 thru I39594051 My license renewal date for the state of Indiana is July 31, 2020. B19903489 Wedgewood 310 Shoshone 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 B19903489 Truss GE01 Truss Type Monopitch Supported Gable Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39593981 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:50:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-DDVf5t?ocuxuo?ixQ1lfconQEiOyPSZzRVL_1Ay9jI8 Scale = 1:89.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 29 28 27 26 25 24 23 22 21 20 19 18 17 3x4 4x6 5x6 3x8 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x10 17-3-0 17-3-0 -1-2-8 1-2-8 17-3-0 17-3-0 0-10-1413-10-29.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-0-5], [16:0-4-0,Edge], [17:Edge,0-3-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.35 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1 1 17 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 152 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 2100F 1.8E OTHERS 2x4 SPF-S Stud *Except* 15-18,14-19,13-20,12-21,10-22: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 1-6-6 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. WEBS 1 Row at midpt 16-17, 15-18, 14-19, 13-20, 12-21, 10-22 REACTIONS.All bearings 17-3-0. (lb) - Max Horz 2=322(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 18, 19, 20, 21, 22, 23, 24, 26, 27, 28, 29 except 17=-102(LC 9), 2=-110(LC 8), 30=-118(LC 10) Max Grav All reactions 250 lb or less at joint(s) 17, 18, 19, 20, 21, 22, 23, 24, 26, 27, 28, 29, 30 except 2=298(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-380/234, 3-4=-286/183, 4-5=-266/170 NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 3-11-0, Exterior(2N) 3-11-0 to 11-8-7, Corner(3E) 11-8-7 to 17-1-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 19, 20, 21, 22, 23, 24, 26, 27, 28, 29 except (jt=lb) 17=102, 2=110, 30=118. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss GE02 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39593982 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:50:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-9cdPVZ128VBc2IsJYSn7hCsr0V9RtLxGupq553y9jI6 Scale = 1:73.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 55 3x6 3x4 3x4 5x6 3x6 3x4 32-11-8 32-11-8 10-9-8 10-9-8 32-11-8 22-2-0 3-10-1412-0-09.00 12 Plate Offsets (X,Y)-- [9:0-2-0,0-2-0], [44:0-3-0,0-3-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.10 0.03 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 28 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 371 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 27-28: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 4-50,3-51,2-52,53-55: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 9-27. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 27-28, 26-29, 25-30, 24-31, 23-32, 21-33, 20-34, 19-35, 18-37, 17-38, 16-39, 15-40, 14-41, 13-42, 12-43, 11-44, 10-45, 8-46, 7-47, 6-48, 5-49 REACTIONS.All bearings 32-11-8. (lb) - Max Horz 54=195(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 28, 30, 43, 44, 46, 47, 48, 49, 50, 51, 53 except 54=-111(LC 8), 52=-408(LC 10) Max Grav All reactions 250 lb or less at joint(s) 28, 29, 30, 31, 32, 33, 34, 35, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 53 except 54=390(LC 10), 52=252(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-54=-380/237 WEBS 1-55=-219/324, 52-55=-286/424 NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 5-6-9, Corner(3R) 5-6-9 to 16-2-5, Exterior(2N) 16-2-5 to 27-4-15, Corner(3E) 27-4-15 to 32-9-12 zone;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) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 30, 43, 44, 46, 47, 48, 49, 50, 51, 53 except (jt=lb) 54=111, 52=408. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 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 B19903489 Truss GE03 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39593983 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:50:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-eoBojv2gvpJTfSRW5AIMEQPwxvU8coIP7TaedVy9jI5 Scale = 1:70.3 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 2x4 3x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 6x6 2x4 2x4 2x4 2x4 2x4 13-7-0 13-7-0 9-6-0 9-6-0 13-7-0 4-1-0 3-8-1210-10-47-9-89.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.12 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 12 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 124 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 *Except* 5-18,4-19,3-20,2-21: 2x4 SPF-S 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. WEBS 1 Row at midpt 11-12, 8-15, 7-16, 6-17, 9-14, 10-13 REACTIONS.All bearings 13-7-0. (lb) - Max Horz 22=222(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 12, 15, 16, 17, 18, 19, 20, 14, 13 except 22=-387(LC 8), 21=-403(LC 7) Max Grav All reactions 250 lb or less at joint(s) 12, 15, 16, 17, 18, 19, 20, 14, 13 except 22=518(LC 7), 21=416(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-496/383 WEBS 1-21=-361/437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 5-6-0, Corner(3R) 5-6-0 to 9-6-0, Corner(3E) 9-6-0 to 13-5-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 15, 16, 17, 18, 19, 20, 14, 13 except (jt=lb) 22=387, 21=403. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss GE04 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39593984 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:50:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-aBJY8b3wRQaBvmauDbLrJrULLj934iiian3liOy9jI3 Scale = 1:74.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6 3x6 4x6 3x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 19-6-8 19-6-8 -1-2-8 1-2-8 9-9-4 9-9-4 19-6-8 9-9-4 20-9-0 1-2-8 1-2-1411-0-21-2-1412.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.16 0.09 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.00 (loc) 17 17 18 17 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 145 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 9-25,8-26,10-24: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-25, 8-26, 10-24 REACTIONS.All bearings 19-6-8. (lb) - Max Horz 33=-198(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 18, 26, 27, 28, 29, 31, 24, 23, 22, 21, 20 except 33=-119(LC 6), 32=-140(LC 10), 19=-132(LC 11) Max Grav All reactions 250 lb or less at joint(s) 33, 18, 25, 26, 27, 28, 29, 31, 32, 24, 23, 22, 21, 20, 19 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-148/266, 8-9=-161/284, 9-10=-161/284, 10-11=-148/266 WEBS 9-25=-344/167 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-5-4, Corner(3R) 4-5-4 to 15-1-4, Corner(3E) 15-1-4 to 20-9-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 26, 27, 28, 29, 31, 24, 23, 22, 21, 20 except (jt=lb) 33=119, 32=140, 19=132. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss GE05 Truss Type Piggyback Base Structural Gable COMMON l l Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39593985 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:50:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-_m_gmc6pkLylmDJTujuYxT6hBw2OHvJ8GkHPJiy9jI0 Scale = 1:74.6 1 2 3 4 5 6 7 8 9 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 54 55 56 57 58 59 60 4x6 4x6 3x8 MT18HS 3x8 5x8 3x8 3x8 5x8 3x6 8x8 3x6 3x4 3x4 10-9-2 10-9-2 16-5-6 5-8-4 19-3-4 2-9-14 22-1-10 2-10-6 32-10-12 10-9-2 -1-2-8 1-2-8 5-3-4 5-3-4 10-9-2 5-5-14 16-5-6 5-8-4 22-1-10 5-8-4 27-7-8 5-5-14 32-10-12 5-3-4 34-1-4 1-2-8 1-2-1412-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-3-0], [4:0-4-4,0-1-12], [6:0-4-4,0-1-12], [7:0-3-12,0-3-0], [25:Edge,0-3-8], [45:0-1-10,0-1-0], [47:0-1-10,0-1-0], [49:0-1-10,0-1-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.69 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.69 0.01 0.16 (loc) 24-25 24-25 10 24-25 l/defl >545 >331 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 310 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 19-23: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-24,7-18,3-25,7-10: 2x3 SPF No.2, 2-25,8-10: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 26-27,31-32,33-35,39-40,42-43,44-45: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 3-24, 5-18, 6-18, 7-18 REACTIONS.All bearings 13-11-0 except (jt=length) 25=0-10-0, 21=0-3-8, 21=0-3-8. (lb) - Max Horz 25=210(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 18, 25, 10, 20 Max Grav All reactions 250 lb or less at joint(s) 20, 17, 16, 15, 14, 13, 12, 11, 21, 21 except 18=1288(LC 2), 25=1010(LC 25), 10=370(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-459/173, 3-4=-746/230, 4-5=-455/206, 2-25=-460/146, 8-10=-273/126 BOT CHORD 24-25=-149/613, 22-24=-82/360, 21-22=-82/360, 20-21=-82/360, 18-20=-82/360 WEBS 5-24=-59/398, 5-18=-835/131, 6-18=-369/0, 7-18=-260/164, 3-25=-544/25 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-2-5, Exterior(2R) 4-2-5 to 28-8-7, Exterior(2E) 28-8-7 to 34-1-4 zone; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 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, with BCDL = 10.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 25, 10, 20. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 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 B19903489 Truss GE06 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39593986 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:50:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-PKgpOe8h1GKKdh22ZrSFZ6kOq7DQUQHbziW3u1y9jHz Scale = 1:55.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-11-0 21-11-0 -1-2-8 1-2-8 10-11-8 10-11-8 21-11-0 10-11-8 23-1-8 1-2-8 0-6-08-8-100-6-09.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.10 0.03 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 0.00 (loc) 19 19 18 19 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 126 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 10-27: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-27 REACTIONS.All bearings 21-11-0. (lb) - Max Horz 2=-142(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 29, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20 Max Grav All reactions 250 lb or less at joint(s) 2, 27, 29, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20, 18 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 4-3-8, Exterior(2N) 4-3-8 to 5-6-11, Corner(3R) 5-6-11 to 16-3-8, Exterior(2N) 16-3-8 to 17-7-8, Corner(3E) 17-7-8 to 23-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 29, 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss GE07 Truss Type Monopitch Structural Gable Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39593987 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:50:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-LjoZpK9yYta2s_CRhGUjeXpb1xuryHwtQ0?Azwy9jHx Scale = 1:99.2 1 2 3 4 13 12 11 10 9 8 7 6 5 36 37 38 3x6 4x8 3x4 2x4 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x4 3x4 3x4 7-4-0 7-4-0 10-8-8 3-4-8 14-8-0 3-11-8 7-4-0 7-4-0 14-8-0 7-4-0 3-5-414-5-41-1-214-5-49.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-4-8,Edge], [30:0-1-4,0-1-0], [32:0-1-4,0-1-0], [34:0-1-4,0-1-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.10 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.01 0.01 (loc) 5-6 5-6 37 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 177 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-9,1-9: 2x3 SPF No.2, 1-13: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 14-16,17-19: 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. WEBS 1 Row at midpt 4-36, 2-9, 2-5 2 Rows at 1/3 pts 4-37 REACTIONS.All bearings 10-8-8 except (jt=length) 37=0-3-0. (lb) - Max Horz 13=257(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 8 except 9=-122(LC 10), 37=-140(LC 10) Max Grav All reactions 250 lb or less at joint(s) 6, 6, 7, 8, 10, 11, 12 except 13=262(LC 19), 9=543(LC 17), 37=272(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 12-13=-269/192, 11-12=-269/192, 10-11=-269/192, 9-10=-269/192 WEBS 2-9=-422/74, 4-37=-272/140 NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-6-9, Interior(1) 5-6-9 to 14-2-12 zone;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) Gable studs spaced at 1-4-0 oc. 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) Bearing at joint(s) 37 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 9=122, 37=140. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss GE08 Truss Type Piggyback Base Supported Gable Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39593988 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-H6vKE0BC4Vqm6ILpohWBjyu1elZYQEFAtKUH1oy9jHv Scale = 1:83.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4 3x4 3x4 2x4 2x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-8-0 22-8-0 14-9-8 14-9-8 22-8-0 7-10-8 0-10-1412-0-09.00 12 Plate Offsets (X,Y)-- [13:0-4-0,0-2-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.30 0.15 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 26 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 209 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 19-20: 2x4 SPF No.2 OTHERS 2x4 SPF No.2 *Except* 9-30,8-32,6-33,5-34,4-35,3-36,2-37: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 13-19. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 19-20, 18-21, 17-22, 16-23, 15-24, 14-25, 13-26, 12-27, 11-28, 10-29 REACTIONS.All bearings 22-8-0. (lb) - Max Horz 38=268(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 20, 22, 24, 25, 26, 27, 28, 29, 30, 32, 33, 34, 35 except 38=-115(LC 8), 37=-247(LC 10) Max Grav All reactions 250 lb or less at joint(s) 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 32, 33, 34, 35, 36, 37 except 38=384(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-38=-282/174, 1-2=-392/257, 2-3=-296/196, 3-4=-271/182 NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-1-12 to 5-4-0, Exterior(2N) 5-4-0 to 9-4-0, Corner(3R) 9-4-0 to 17-4-0, Corner(3E) 17-4-0 to 22-6-4 zone;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) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 22, 24, 25, 26, 27, 28, 29, 30, 32, 33, 34, 35 except (jt=lb) 38=115, 37=247. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 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 B19903489 Truss GE09 Truss Type Common Supported Gable Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39593989 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:03 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-hhbSs1D4NQCLzm4OUp4uLaWY7ybydaqcaIixe7y9jHs Scale = 1:70.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 28 27 26 25 24 23 22 21 20 19 18 17 16 3x4 3x6 4x6 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 15-11-0 15-11-0 -1-2-8 1-2-8 7-11-8 7-11-8 15-11-0 7-11-8 17-1-8 1-2-8 1-5-910-8-151-5-914.00 12 Plate Offsets (X,Y)-- [8:Edge,0-1-14] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.22 0.10 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 15 15 16 15 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 121 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 8-22,7-23,9-21: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-22, 7-23, 9-21 REACTIONS.All bearings 15-11-0. (lb) - Max Horz 28=203(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except 28=-167(LC 6), 16=-151(LC 7), 27=-158(LC 7), 17=-148(LC 6) Max Grav All reactions 250 lb or less at joint(s) 16, 23, 24, 25, 26, 27, 21, 20, 19, 18, 17 except 28=258(LC 18), 22=300(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-177/258, 7-8=-200/283, 8-9=-200/283, 9-10=-177/258 WEBS 8-22=-377/222 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -1-2-8 to 3-11-8, Corner(3R) 3-11-8 to 11-11-8, Corner(3E) 11-11-8 to 17-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 23, 24, 25, 26, 21, 20, 19, 18 except (jt=lb) 28=167, 16=151, 27=158, 17=148. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss M01 Truss Type Monopitch Qty 9 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39593990 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:04 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-At9r4NEi8jKBavfa1Xb7uo3esMt?MwqmoySUAay9jHr Scale = 1:80.8 1 2 3 4 5 6 7 11 10 9 8 12 13 14 3x4 4x8 4x6 3x8 4x6 4x6 3x4 3x6 2x4 3x4 3x6 3x4 5-11-0 5-11-0 11-7-8 5-8-8 17-6-8 5-11-0 -1-2-8 1-2-8 5-11-0 5-11-0 11-7-8 5-8-8 17-6-8 5-11-0 0-10-1414-0-1210-1-1214-0-129.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-0-1], [7:0-4-8,Edge] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.54 0.37 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.10 0.30 0.02 (loc) 8-9 8-9 13 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 101 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 7-8,6-8: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 3-9-6 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. WEBS 1 Row at midpt 6-8 REACTIONS.(lb/size)2=771/0-3-8, 13=669/0-3-0 Max Horz 2=333(LC 10) Max Uplift 13=-128(LC 10) Max Grav 2=842(LC 17), 13=838(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-898/0, 4-6=-517/0, 8-12=-72/733, 7-12=-72/733 BOT CHORD 2-11=-131/705, 9-11=-131/705, 8-9=-61/394 WEBS 4-9=-415/93, 6-9=0/512, 6-8=-732/113, 7-13=-841/128 NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-2-5, Interior(1) 4-2-5 to 17-1-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=128. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss M02 Truss Type MONOPITCH Qty 3 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39593991 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-e3jDHjFLv1T2C3EnbE6MQ?commBY5Pmv1cB2j0y9jHq Scale = 1:78.3 1 2 3 4 7 6 5 8 9 10 3x6 4x8 3x8 3x4 3x4 3x4 5x6 3x4 3x4 3x4 3x4 7-4-0 7-4-0 14-8-0 7-4-0 7-4-0 7-4-0 14-8-0 7-4-0 3-5-414-5-41-1-214-5-49.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-8], [4:0-4-8,Edge] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.48 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.16 -0.03 0.01 (loc) 5-6 5-6 9 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-6,1-6: 2x3 SPF No.2, 1-7: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-8, 2-5 2 Rows at 1/3 pts 4-9 REACTIONS.(lb/size)7=576/Mechanical, 9=551/0-3-0 Max Horz 7=257(LC 10) Max Uplift 9=-154(LC 10) Max Grav 7=639(LC 17), 9=709(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-514/0, 5-8=-86/558, 4-8=-86/558, 1-7=-536/0 BOT CHORD 6-7=-263/196, 5-6=-99/380 WEBS 2-6=0/296, 2-5=-568/150, 1-6=0/370, 4-9=-709/154 NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-6-9, Interior(1) 5-6-9 to 14-2-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=154. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss M03 Truss Type MONOPITCH Qty 5 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39593992 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:05 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-e3jDHjFLv1T2C3EnbE6MQ?ctUmFJ5S6v1cB2j0y9jHq Scale = 1:62.8 1 2 3 6 5 4 7 8 9 3x6 4x8 3x6 2x4 3x4 3x4 3x4 3x4 3x4 5-4-0 5-4-0 10-8-0 5-4-0 5-4-0 5-4-0 10-8-0 5-4-0 3-5-411-5-41-1-211-5-49.00 12 Plate Offsets (X,Y)-- [3:0-4-8,Edge] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.24 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.04 -0.01 0.01 (loc) 4-5 4-5 8 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 71 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-4: 2x4 SPF No.2, 1-6: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-4, 3-8 REACTIONS.(lb/size)6=415/Mechanical, 8=391/0-3-0 Max Horz 6=184(LC 10) Max Uplift 8=-125(LC 10) Max Grav 6=456(LC 17), 8=502(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-333/0, 4-7=-99/398, 3-7=-99/398, 1-6=-379/0 WEBS 2-4=-387/147, 1-5=0/259, 3-8=-502/155 NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-4-0, Interior(1) 5-4-0 to 10-2-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=125. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss M04 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39593993 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:06 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-6GHbV3GzgLbvqDpz9ydbzD80v9aepxq3GGxbFSy9jHp Scale = 1:63.0 1 2 3 6 5 4 7 8 9 10 3x12 3x6 2x4 3x4 3x4 3x6 3x4 3x4 3x4 5-4-0 5-4-0 10-8-0 5-4-0 5-4-0 5-4-0 10-8-0 5-4-0 8-1-411-7-151-1-211-7-154.00 12 Plate Offsets (X,Y)-- [3:0-8-8,Edge] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.30 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.01 0.02 (loc) 5-6 5-6 8 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 83 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-5,1-5: 2x3 SPF No.2, 1-6: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5, 2-4, 1-6, 3-8 REACTIONS.(lb/size)6=415/Mechanical, 8=391/0-3-0 Max Horz 6=157(LC 7) Max Uplift 8=-53(LC 7) Max Grav 6=492(LC 20), 8=449(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-7=-197/356, 3-7=-197/356, 1-6=-391/0 WEBS 2-4=-310/249, 1-5=-1/298, 3-8=-449/240 NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-4-0, Interior(1) 5-4-0 to 10-2-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss M05 Truss Type Monopitch Qty 2 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39593994 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:07 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-aSqziPGbRejmRNO9jf8qVQhBvZwtYO4CUwg8nvy9jHo Scale = 1:63.0 1 2 3 4 7 6 5 8 9 10 11 12 3x12 3x6 2x4 3x4 3x4 3x6 3x4 3x4 3x4 5-4-0 5-4-0 10-8-0 5-4-0 -0-10-8 0-10-8 5-4-0 5-4-0 10-8-0 5-4-0 8-1-411-7-151-1-211-7-154.00 12 Plate Offsets (X,Y)-- [4:0-8-8,Edge] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.43 0.30 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -0.01 0.02 (loc) 6-7 6-7 9 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 84 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-6,2-6: 2x3 SPF No.2, 2-7: 2x4 SPF-S Stud OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-6, 3-5, 2-7, 4-9 REACTIONS.(lb/size)7=480/Mechanical, 9=388/0-3-0 Max Horz 7=161(LC 7) Max Uplift 9=-56(LC 10) Max Grav 7=546(LC 2), 9=447(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-8=-199/352, 4-8=-199/352, 2-7=-444/0 WEBS 3-5=-306/251, 2-6=0/299, 4-9=-447/244 NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -0-10-8 to 4-6-5, Interior(1) 4-6-5 to 10-2-12 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss M06 Truss Type Monopitch Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39593995 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-2eOLwlHDCyrd3XzMGNf32eEM?zKZHtyMjaQiKLy9jHn Scale = 1:20.4 1 2 3 5 4 4x6 2x4 3x6 3x4 3x4 1-4-5 1-4-5 -2-2-13 2-2-13 1-4-5 1-4-5 2-6-113-4-150-3-83-4-157.57 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.40 0.01 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 15 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 2-5: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=358/0-3-8, 4=-140/0-1-8 Max Horz 5=82(LC 7) Max Uplift 5=-33(LC 10), 4=-190(LC 18) Max Grav 5=358(LC 1), 4=66(LC 6) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-348/75 WEBS 2-4=-110/253 NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=190. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss M07 Truss Type MONOPITCH Qty 3 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39593996 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:08 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-2eOLwlHDCyrd3XzMGNf32eERbzKMHtBMjaQiKLy9jHn Scale = 1:20.8 1 2 3 5 4 2x4 2x4 3x6 3x4 -1-2-8 1-2-8 2-0-0 2-0-0 2-0-03-6-03-2-80-3-83-6-09.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.03 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 5 4-5 4 5 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 2-4: 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=182/0-3-8, 4=36/0-1-8 Max Horz 5=51(LC 7) Max Uplift 4=-48(LC 10) Max Grav 5=182(LC 1), 4=64(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss MG01 Truss Type Monopitch Girder Qty 1 Ply 2 Wedgewood 310 Shoshone Job Reference (optional) I39593997 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:09 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-Wryk75IrzGzUhhXYq4BIbrmXBNW805xVyE9Fsny9jHm Scale = 1:91.3 1 2 3 4 7 6 5891011121314 3x4 2x4 5x6 4x10 5x6 5x6 5x8 6x16 6-11-8 6-11-8 13-11-0 6-11-8 6-11-8 6-11-8 13-11-0 6-11-8 1-2-1415-1-1412.00 12 Plate Offsets (X,Y)-- [1:0-2-5,0-0-5], [2:0-1-12,0-2-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.44 0.63 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.19 0.01 0.01 (loc) 5-6 5-6 5 5-6 l/defl >999 >884 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 231 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SPF 2100F 1.8E BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP 2400F 2.0E 4-6-8 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. WEBS 1 Row at midpt 4-5, 2-5 REACTIONS.(lb/size)5=5592/0-3-8, 1=5238/0-3-8 Max Horz 1=353(LC 8) Max Grav 5=6460(LC 2), 1=6042(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5430/0 BOT CHORD 1-6=0/3571, 5-6=0/3571 WEBS 2-6=0/7551, 2-5=-5370/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1504 lb down at 1-4-4, 1500 lb down at 3-4-4, 1489 lb down at 5-4-4, 1682 lb down at 7-2-12, 1677 lb down at 8-6-12, and 1687 lb down at 10-6-12, and 1692 lb down at 12-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 1-5=-20 Concentrated Loads (lb) Vert: 6=-1458(B) 8=-1298(B) 9=-1298(B) 11=-1298(B) 12=-1458(B) 13=-1458(B) 14=-1458(B) December 12,2019 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 B19903489 Truss PB01 Truss Type Piggyback Qty 7 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39593998 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:10 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-_1W6KQJTkZ5LIq6kOoiX73Jk1nzrllWeBuvoODy9jHl Scale = 1:45.4 1 2 3 4 5 8 7 69 3x4 3x4 2x4 2x4 2x4 2x4 2x4 9-8-0 9-8-00-4-107-1-80-1-80-1-89.00 12 Plate Offsets (X,Y)-- [6:Edge,0-2-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.15 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 1 1 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 8-11-13. (lb) - Max Horz 2=162(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8, 7 except 6=-123(LC 18) Max Grav All reactions 250 lb or less at joint(s) 6, 2 except 8=474(LC 17), 7=360(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-282/147 NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 7 except (jt=lb) 6=123. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 12,2019 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 B19903489 Truss PB02 Truss Type Piggyback Qty 8 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39593999 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:11 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-SD4UYmK5UtDCw_hwyVDmgGswVAJ5UBcoPYeMwgy9jHk Scale = 1:57.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-0-0 24-0-0 12-0-0 12-0-0 24-0-0 12-0-0 0-4-108-10-80-1-80-4-100-1-89.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.15 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 9 9 8 8 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 79 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 22-7-11. (lb) - Max Horz 2=-137(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 15, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=361(LC 20), 13=455(LC 17), 15=390(LC 17), 11=455(LC 18), 10=389(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-261/113, 6-11=-261/112 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 5-8-3, Interior(1) 5-8-3 to 6-7-3, Exterior(2R) 6-7-3 to 17-4-13, Interior(1) 17-4-13 to 18-3-13, Exterior(2E) 18-3-13 to 23-8-9 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 15, 11, 10. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 12,2019 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 B19903489 Truss PB03 Truss Type GABLE Qty 3 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594000 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:12 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-xPesl6KkFBL3Y8G7VCk?CUO53afKDenxeCOvT6y9jHj Scale = 1:56.9 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 17 18 19 4x6 2x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-5-8 22-5-8 12-0-0 12-0-0 22-5-8 10-5-8 0-4-108-10-80-1-81-0-60-1-89.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.15 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 1 1 9 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 77 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 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. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 21-9-5. (lb) - Max Horz 2=142(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 15, 11, 10 Max Grav All reactions 250 lb or less at joint(s) 9, 2 except 12=409(LC 20), 13=456(LC 17), 15=390(LC 17), 11=465(LC 18), 10=341(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-261/112, 6-11=-267/118 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) 0-3-7 to 5-8-3, Exterior(2N) 5-8-3 to 6-7-3, Corner(3R) 6-7-3 to 16-11-7, Corner(3E) 16-11-7 to 22-4-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 13, 15, 11, 10. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 12,2019 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 B19903489 Truss PB04 Truss Type GABLE Qty 5 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594001 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-PcCEzSLM0UTw9IrJ3wFElhxFw_?fy7B5ts7T?Yy9jHi Scale = 1:35.0 1 2 3 4 6 57 3x4 2x4 2x4 2x4 2x4 8-2-0 8-2-00-4-106-0-00-1-80-1-89.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.26 0.15 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 0.00 (loc) 1 1 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 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. REACTIONS.(lb/size)5=124/7-5-13, 2=129/7-5-13, 6=362/7-5-13 Max Horz 2=135(LC 7) Max Uplift 5=-17(LC 7), 6=-65(LC 10) Max Grav 5=179(LC 17), 2=164(LC 18), 6=447(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-271/251 NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 6. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Load case(s) 2, 16, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 2-7=-35, 5-7=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 2 December 12,2019 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 B19903489 Truss PB04 Truss Type GABLE Qty 5 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594001 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:13 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-PcCEzSLM0UTw9IrJ3wFElhxFw_?fy7B5ts7T?Yy9jHi LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=47, 2-4=35, 2-5=-12 Horz: 1-2=-59, 2-4=-47, 4-5=29 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-5, 2-4=-39, 2-5=-20 Horz: 1-2=-15, 2-4=19, 4-5=-22 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-6, 2-4=-14, 2-5=-12 Horz: 1-2=-6, 2-4=2, 4-5=13 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-4=2, 2-5=-12 Horz: 1-2=-10, 2-4=-14, 4-5=-10 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-25, 2-4=-29, 2-5=-20 Horz: 1-2=5, 2-4=9, 4-5=6 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-4=-13, 2-5=-20 Horz: 1-2=-10, 2-4=-7, 4-5=-17 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-4=12, 2-5=-12 Horz: 1-2=-21, 2-4=-24, 4-5=12 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-4=2, 2-5=-12 Horz: 1-2=-10, 2-4=-14, 4-5=-8 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=9, 2-4=12, 2-5=-12 Horz: 1-2=-21, 2-4=-24, 4-5=12 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-2, 2-4=2, 2-5=-12 Horz: 1-2=-10, 2-4=-14, 4-5=-8 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=1, 2-4=-3, 2-5=-20 Horz: 1-2=-21, 2-4=-17, 4-5=5 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-10, 2-4=-13, 2-5=-20 Horz: 1-2=-10, 2-4=-7, 4-5=-15 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 2-7=-40, 5-7=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-57, 2-7=-35, 5-7=-50 Horz: 1-2=4, 2-4=7, 4-5=4 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-4=-45, 2-7=-35, 5-7=-50 Horz: 1-2=-8, 2-4=-5, 4-5=-13 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-34, 2-4=-37, 2-7=-35, 5-7=-50 Horz: 1-2=-16, 2-4=-13, 4-5=4 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-42, 2-4=-45, 2-7=-35, 5-7=-50 Horz: 1-2=-8, 2-4=-5, 4-5=-12 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=-28, 2-5=-12 Horz: 1-2=-16, 2-4=16, 4-5=-16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B19903489 Truss PB04 Truss Type GABLE Qty 5 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594001 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:13 2019 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-PcCEzSLM0UTw9IrJ3wFElhxFw_?fy7B5ts7T?Yy9jHi LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-4=4, 2-5=-12 Horz: 1-4=-16, 4-5=16 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 B19903489 Truss PB05 Truss Type Piggyback Qty 5 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594002 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:13 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-PcCEzSLM0UTw9IrJ3wFElhxEb__3y6J5ts7T?Yy9jHi Scale = 1:35.9 1 2 3 45 6 4x6 3x4 3x4 2x4 11-4-8 11-4-8 5-8-4 5-8-4 11-4-8 5-8-4 0-5-35-6-120-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-1-9,0-1-8], [4:0-1-9,0-1-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.35 0.25 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.01 0.00 -0.01 (loc) 5 5 4 5 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=258/10-3-2, 4=258/10-3-2, 6=343/10-3-2 Max Horz 2=-85(LC 8) Max Uplift 2=-3(LC 11), 4=-6(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 12,2019 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 B19903489 Truss PBE01 Truss Type GABLE Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594003 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-L_J?O8NcY6jePc?iBLHiq60eUoilQ0sOK9cZ3Ry9jHg Scale = 1:55.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 36 4x6 2x4 2x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 22-2-0 22-2-0 12-0-0 12-0-0 22-2-0 10-2-0 0-4-108-10-80-1-81-3-00-1-89.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.07 0.04 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 0.00 0.00 -0.00 (loc) 1 1 19 1 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 126 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud *Except* 10-27: 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. WEBS 1 Row at midpt 10-27 REACTIONS.All bearings 21-5-13. (lb) - Max Horz 2=144(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 19, 2, 27, 28, 29, 30, 31, 33, 34, 35, 25, 24, 23, 22, 21, 20 Max Grav All reactions 250 lb or less at joint(s) 19, 2, 27, 28, 29, 30, 31, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-7 to 5-8-3, Interior(1) 5-8-3 to 6-7-3, Exterior(2R) 6-7-3 to 16-7-7, Exterior(2E) 16-7-7 to 22-0-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19, 2, 27, 28, 29, 30, 31, 33, 34, 35, 25, 24, 23, 22, 21, 20. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 12,2019 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 B19903489 Truss PBE02 Truss Type GABLE Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594004 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:15 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-L_J?O8NcY6jePc?iBLHiq60dZoiSQ1?OK9cZ3Ry9jHg Scale = 1:34.0 1 2 3 4 5 6 7 12 11 10 9 8 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 7-10-8 7-10-80-4-105-9-60-1-80-1-89.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.06 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 0.00 -0.00 (loc) 1 1 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF-S Stud OTHERS 2x4 SPF-S 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.All bearings 7-2-5. (lb) - Max Horz 2=129(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 8, 2, 9, 10, 11, 12 Max Grav All reactions 250 lb or less at joint(s) 8, 2, 9, 10, 11, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 2, 9, 10, 11, 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 12,2019 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 B19903489 Truss PBE03 Truss Type GABLE Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594005 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:17 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-HNRloqOs4jzLev94ImKAvX5_ebOauxSgoT5g8Jy9jHe Scale = 1:36.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 11-4-8 11-4-8 5-8-4 5-8-4 11-4-8 5-8-4 0-5-35-6-120-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-8], [10:0-2-6,0-1-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.03 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 0.00 (loc) 10 10 10 10 l/defl n/r n/r n/a n/r L/d 180 120 n/a 120 PLATES MT20 Weight: 48 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF-S 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 10-3-2. (lb) - Max Horz 2=-85(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 16, 17, 18, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 16, 17, 18, 14, 13, 12. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. December 12,2019 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 B19903489 Truss T01 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594006 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-lZ?709PUr15CG3jHsTrPSle_7?XLdE3q07rEgmy9jHd Scale = 1:69.2 1 2 3 4 5 6 7 8 12 11 10 9 13 18 19 20 21 22 23 24 3x4 4x8 6x6 6x8 4x10 4x6 3x4 3x6 2x4 4x8 3x4 3x4 7-6-0 7-6-0 14-9-8 7-3-8 24-5-8 9-8-0 -1-2-8 1-2-8 7-6-0 7-6-0 14-9-8 7-3-8 19-5-12 4-8-4 24-5-8 4-11-12 0-10-1412-0-010-1-1212-0-09.00 12 Plate Offsets (X,Y)-- [2:0-6-8,Edge], [6:0-6-0,0-2-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-AS 0.75 0.88 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.56 0.17 0.04 (loc) 9-10 9-10 18 12-16 l/defl >784 >519 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 132 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 4-12,4-10: 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-10, 7-9 REACTIONS.(lb/size)2=1047/0-3-8, 18=947/0-3-0 Max Horz 2=290(LC 10) Max Grav 2=1205(LC 17), 18=1104(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1359/0, 4-6=-851/0, 6-7=-596/32, 9-13=-19/1039, 8-13=-19/1039 BOT CHORD 2-12=-126/1068, 10-12=-126/1068, 9-10=-24/365 WEBS 4-12=0/344, 4-10=-616/127, 7-10=-43/671, 7-9=-913/72, 8-18=-1121/28 NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-2-5, Interior(1) 4-2-5 to 7-1-14, Exterior(2R) 7-1-14 to 22-5-2, Interior(1) 22-5-2 to 24-0-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Bearing at joint(s) 18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 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 B19903489 Truss T02 Truss Type PIGGYBACK BASE Qty 6 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594007 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:18 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-lZ?709PUr15CG3jHsTrPSlezc?Y5dGyq07rEgmy9jHd Scale = 1:68.3 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 17 2x4 4x6 6x6 5x6 3x4 3x4 3x8 3x4 5x8 3x4 10-9-8 10-9-8 20-5-8 9-8-0 4-6-0 4-6-0 10-9-8 6-3-8 15-5-12 4-8-4 20-5-8 4-11-12 3-10-1412-0-010-1-1212-0-09.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.78 0.77 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.50 -0.82 0.18 0.02 (loc) 7-9 7-9 11 7 l/defl >483 >295 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 122 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-7,2-9: 2x3 SPF No.2, 1-9: 2x4 SPF-S Stud OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-7, 3-7, 4-6, 2-9 REACTIONS.(lb/size)9=807/0-3-8, 11=783/0-3-0 Max Horz 9=195(LC 10) Max Uplift 11=-16(LC 7) Max Grav 9=935(LC 17), 11=914(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-669/4, 3-4=-457/35, 6-10=-32/848, 5-10=-32/848 BOT CHORD 7-9=-144/483, 6-7=-28/294 WEBS 4-7=-42/488, 4-6=-745/77, 2-9=-735/0, 5-11=-928/44 NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-6-9, Exterior(2R) 5-6-9 to 18-5-2, Interior(1) 18-5-2 to 20-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 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 B19903489 Truss T03 Truss Type PIGGYBACK BASE Qty 8 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594008 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-iy7uRrRlNeLwVNtfzuttXAjJRpEX53F7URKKley9jHb Scale = 1:77.3 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 17 18 19 20 21 22 23 24 3x4 8x14 MT18HS 3x6 5x8 4x6 3x6 3x4 3x8 2x4 3x8 2x4 5x12 4x8 5x8 3x4 3x6 10-9-8 10-9-8 18-9-15 8-0-7 26-9-1 7-11-3 34-9-8 8-0-7 37-3-0 2-5-8 4-6-0 4-6-0 10-9-8 6-3-8 18-9-15 8-0-7 26-9-1 7-11-3 34-9-8 8-0-7 37-3-0 2-5-8 3-10-1412-0-010-1-1412-0-09.00 12 Plate Offsets (X,Y)-- [3:0-10-4,0-1-8], [7:0-6-0,0-2-0], [8:0-3-0,0-1-12] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.82 0.77 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.48 -0.79 0.06 0.04 (loc) 15-16 15-16 9 13 l/defl >917 >560 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 228 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-15,2-16: 2x3 SPF No.2, 1-16: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-8 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 4-13, 7-10, 2-16, 8-9 2 Rows at 1/3 pts 6-10 REACTIONS.(lb/size)16=1478/Mechanical, 9=1478/0-3-8 Max Horz 16=170(LC 10) Max Grav 16=1727(LC 2), 9=1724(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1567/10, 3-4=-1410/13, 4-6=-1410/13, 6-7=-361/21, 7-8=-460/6, 8-9=-1739/0 BOT CHORD 15-16=-102/929, 13-15=-11/1177, 11-13=-7/1166, 10-11=-7/1166 WEBS 2-15=-22/425, 3-15=-29/309, 3-13=-84/473, 4-13=-507/109, 6-13=-18/437, 6-11=0/492, 6-10=-1444/21, 2-16=-1644/0, 8-10=0/1496 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-6-9, Exterior(2R) 5-6-9 to 18-5-2, Interior(1) 18-5-2 to 27-1-14, Exterior(2R) 27-1-14 to 34-9-8, Exterior(2E) 34-9-8 to 37-1-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 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 B19903489 Truss T04 Truss Type PIGGYBACK BASE Qty 3 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594009 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:20 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-iy7uRrRlNeLwVNtfzuttXAjJOpFT53f7URKKley9jHb Scale = 1:69.0 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 17 18 19 20 21 2x4 4x8 3x4 3x4 4x6 3x4 3x4 3x8 2x4 3x8 2x4 4x8 5x8 3x4 10-9-8 10-9-8 18-3-15 7-6-7 25-8-9 7-4-11 33-3-0 7-6-7 4-6-0 4-6-0 10-9-8 6-3-8 18-3-15 7-6-7 25-8-9 7-4-11 33-3-0 7-6-7 3-10-1412-0-09.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.83 0.71 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.49 -0.79 0.04 0.02 (loc) 13-14 13-14 8 11 l/defl >814 >500 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 194 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-13,2-14: 2x3 SPF No.2, 1-14: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-3 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-9 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-8, 4-11, 2-14 2 Rows at 1/3 pts 6-8 REACTIONS.(lb/size)8=1318/0-3-8, 14=1318/Mechanical Max Horz 14=195(LC 10) Max Uplift 8=-13(LC 7) Max Grav 8=1557(LC 2), 14=1539(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1351/0, 3-4=-1111/16, 4-6=-1111/16 BOT CHORD 13-14=-130/818, 11-13=-33/1003, 9-11=-7/814, 8-9=-7/814 WEBS 2-13=-21/345, 3-13=0/348, 4-11=-464/102, 6-11=-40/557, 6-9=0/486, 6-8=-1507/13, 2-14=-1424/0 NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-6-9, Exterior(2R) 5-6-9 to 18-3-15, Interior(1) 18-3-15 to 27-8-7, Exterior(2E) 27-8-7 to 33-1-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 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 B19903489 Truss T05 Truss Type COMMON Qty 5 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594010 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:21 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-A8hGeBRN8yUn7XSrXbO64NGWyCZHqiTGi53uH5y9jHa Scale = 1:65.8 1 2 3 4 7 6 5 8 9 10 2x4 4x6 2x4 3x4 4x8 3x8 3x6 9-6-0 9-6-0 13-7-0 4-1-0 4-9-0 4-9-0 9-6-0 4-9-0 13-7-0 4-1-0 3-8-1210-10-47-9-89.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.65 0.80 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.57 0.00 0.00 (loc) 6-7 6-7 5 6 l/defl >448 >281 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 77 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 3-6: 2x4 SPF No.2, 1-7,4-5: 2x4 SPF-S 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. WEBS 1 Row at midpt 2-6, 3-6, 2-7, 4-5 REACTIONS.(lb/size)5=532/0-3-8, 7=532/0-3-8 Max Horz 7=130(LC 10) Max Uplift 5=-29(LC 10) Max Grav 5=625(LC 17), 7=610(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-330/52, 3-4=-296/57, 4-5=-637/47 BOT CHORD 6-7=-85/293 WEBS 2-7=-377/0, 4-6=-11/459 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-6-9, Exterior(2R) 5-6-9 to 9-6-0, Exterior(2E) 9-6-0 to 13-5-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss T06 Truss Type Common Qty 3 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594011 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:22 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-eLEesXS?vFcelh125JwLcbphxcvUZ5lPxlpRpXy9jHZ Scale = 1:65.5 1 2 3 4 5 9 8 7 6 10 11 12 13 14 3x4 4x6 3x4 3x6 3x8 3x4 3x6 4x8 4x8 10-7-0 10-7-0 21-2-0 10-7-0 4-9-0 4-9-0 9-6-0 4-9-0 15-6-0 6-0-0 21-2-0 5-8-0 3-8-1210-10-42-1-49.00 12 Plate Offsets (X,Y)-- [4:0-2-8,0-1-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.69 0.80 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.67 0.02 0.01 (loc) 7-9 7-9 6 7-9 l/defl >597 >375 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-7: 2x4 SPF No.2, 1-9,5-6: 2x4 SPF-S 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. WEBS 1 Row at midpt 2-7, 2-9, 4-6 REACTIONS.(lb/size)9=835/0-3-8, 6=835/0-3-8 Max Horz 9=-191(LC 8) Max Grav 9=967(LC 18), 6=955(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-728/79, 3-4=-818/74 BOT CHORD 7-9=-32/563, 6-7=0/657 WEBS 3-7=-15/555, 2-9=-796/0, 4-6=-814/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-6-9, Exterior(2R) 5-6-9 to 14-10-13, Interior(1) 14-10-13 to 15-7-2, Exterior(2E) 15-7-2 to 21-0-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss T07 Truss Type Common Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594012 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:23 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-6Xo03tTdgZkVMqcEf0Ra9oLtD0HDIU6ZAPY_Lzy9jHY Scale = 1:65.3 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 4x6 3x4 3x8 3x4 3x4 3x6 5x8 5x8 3x6 9-9-4 9-9-4 19-6-8 9-9-4 -1-2-8 1-2-8 4-11-14 4-11-14 9-9-4 4-9-6 14-6-10 4-9-6 19-6-8 4-11-14 20-9-0 1-2-8 1-2-1411-0-21-2-1412.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.60 0.64 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.42 0.01 0.11 (loc) 9-11 9-11 8 9-11 l/defl >910 >548 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 95 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 4-9: 2x4 SPF No.2, 2-11,6-8: 2x4 SPF-S 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)11=851/0-10-0, 8=851/0-10-0 Max Horz 11=-194(LC 8) Max Grav 11=933(LC 2), 8=933(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-357/169, 3-4=-703/222, 4-5=-703/222, 5-6=-352/167, 2-11=-398/145, 6-8=-394/144 BOT CHORD 9-11=-74/579, 8-9=0/514 WEBS 4-9=-237/637, 3-11=-540/3, 5-8=-543/4 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-2-5, Exterior(2R) 4-2-5 to 15-4-3, Exterior(2E) 15-4-3 to 20-9-0 zone; end vertical left and right exposed; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss T08 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594013 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:24 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-ajMPGDUFRtsM__BQCkyph0u_lQeh1xYiP3IYuPy9jHX Scale = 1:73.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 4x6 4x8 3x12 3x8 5x8 3x4 3x4 3x4 5x8 3x6 6x8 8x8 3x4 3x12 10-9-2 10-9-2 19-1-8 8-4-6 22-1-10 3-0-2 32-10-12 10-9-2 -1-2-8 1-2-8 5-3-4 5-3-4 10-9-2 5-5-14 16-5-6 5-8-4 22-1-10 5-8-4 27-7-8 5-5-14 32-10-12 5-3-4 34-1-4 1-2-8 1-2-1412-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-3-0], [4:0-4-4,0-1-12], [6:0-6-4,0-1-12], [7:0-3-12,0-3-0], [10:Edge,0-3-8], [12:0-6-0,0-0-12], [14:0-6-0,Edge] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.63 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.63 0.01 0.14 (loc) 10-11 10-11 10 15-16 l/defl >425 >260 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 192 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E *Except* 12-14: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 3-15,7-11,3-16,7-10: 2x3 SPF No.2, 2-16,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-15, 5-13, 6-13, 7-11 REACTIONS.(lb/size)13=1299/0-3-8, 16=843/0-10-0, 10=629/0-3-8 Max Horz 16=210(LC 9) Max Uplift 13=-10(LC 7) Max Grav 13=1428(LC 2), 16=967(LC 25), 10=749(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-445/172, 3-4=-695/211, 4-5=-418/192, 6-7=-389/112, 7-8=-474/78, 2-16=-450/146, 8-10=-482/77 BOT CHORD 15-16=-133/586, 13-15=-55/286, 11-13=0/254, 10-11=0/326 WEBS 5-15=-74/469, 5-13=-757/143, 6-13=-631/0, 6-11=0/573, 7-11=-252/161, 3-16=-478/10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-2-5, Exterior(2R) 4-2-5 to 28-8-7, Exterior(2E) 28-8-7 to 34-1-4 zone; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 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 B19903489 Truss T09 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594014 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:25 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-2wwnUZUtBA_Dc8mdmRT2EDR96qzumPasdj15Qsy9jHW Scale = 1:74.3 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 27 4x6 4x8 3x8 MT18HS 3x8 5x8 3x8 2x4 3x4 3x6 5x8 3x6 8x8 8x8 3x4 3x8 MT18HS 10-9-2 10-9-2 17-1-8 6-4-6 19-1-8 2-0-0 22-1-10 3-0-2 32-10-12 10-9-2 -1-2-8 1-2-8 5-3-4 5-3-4 10-9-2 5-5-14 16-5-6 5-8-4 22-1-10 5-8-4 27-7-8 5-5-14 32-10-12 5-3-4 34-1-4 1-2-8 1-2-1412-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [3:0-3-12,0-3-0], [4:0-4-4,0-1-12], [6:0-6-4,0-1-12], [7:0-3-12,0-3-0], [10:Edge,0-3-8], [17:Edge,0-3-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.89 0.69 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.69 0.01 0.16 (loc) 16-17 16-17 10 16-17 l/defl >487 >295 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 197 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* 12-15: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-16,7-11,3-17,7-10: 2x3 SPF No.2, 2-17,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-16, 4-16, 5-14, 5-13, 6-13, 7-11 REACTIONS.All bearings 0-3-8 except (jt=length) 17=0-10-0. (lb) - Max Horz 17=210(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 14 Max Grav All reactions 250 lb or less at joint(s) except 14=824(LC 25), 13=1120(LC 1), 17=927(LC 25), 10=730(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-452/171, 3-4=-638/207, 4-5=-377/190, 6-7=-367/103, 7-8=-469/82, 2-17=-456/145, 8-10=-479/80 BOT CHORD 16-17=-132/561, 10-11=0/311 WEBS 5-16=-79/477, 5-14=-655/110, 5-13=-593/115, 6-13=-720/0, 6-11=0/640, 7-11=-254/161, 3-17=-445/24 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-2-5, Exterior(2R) 4-2-5 to 28-8-7, Exterior(2E) 28-8-7 to 34-1-4 zone; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-19=-60, 19-20=-310, 6-20=-60, 6-8=-60, 8-9=-60, 10-17=-20 December 12,2019 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 B19903489 Truss T10 Truss Type Piggyback Base Qty 2 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594015 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-_I2XvEW8joExrSw?usVWJeWVtdgkEHE951WCVky9jHU Scale = 1:72.1 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 22 16 23 17 18 19 20 21 3x4 4x6 4x8 3x4 3x8 3x8 3x4 3x4 3x4 3x4 3x4 6x8 8x8 3x12 10-5-14 10-5-14 18-10-4 8-4-6 21-10-6 3-0-2 32-7-8 10-9-2 5-0-0 5-0-0 10-5-14 5-5-14 16-2-2 5-8-4 21-10-6 5-8-4 27-4-4 5-5-14 32-7-8 5-3-4 1-6-212-0-01-2-1412-0-012.00 12 Plate Offsets (X,Y)-- [3:0-4-4,0-1-12], [5:0-6-4,0-1-12], [8:Edge,0-3-8], [10:0-6-0,0-0-12] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.87 0.61 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.39 -0.63 0.01 0.12 (loc) 8-9 8-9 8 13-14 l/defl >418 >257 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 188 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SP 2400F 2.0E *Except* 10-12: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF No.2 *Except* 2-13,6-9,2-14,6-8: 2x3 SPF No.2, 1-14,7-8: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-13, 4-11, 5-11, 6-9 REACTIONS.(lb/size)11=1300/0-3-8, 14=745/0-3-8, 8=541/0-3-8 Max Horz 14=181(LC 9) Max Uplift 11=-16(LC 7) Max Grav 11=1434(LC 2), 14=881(LC 25), 8=667(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-325/106, 2-3=-679/187, 3-4=-406/176, 5-6=-385/85, 6-7=-460/42, 1-14=-281/69, 7-8=-391/36 BOT CHORD 13-14=-138/556, 11-13=-60/265, 8-9=0/329 WEBS 4-13=-84/457, 4-11=-748/145, 5-11=-644/0, 5-9=0/581, 6-9=-262/163, 2-14=-547/31 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-6-9, Exterior(2R) 5-6-9 to 27-0-15, Exterior(2E) 27-0-15 to 32-5-12 zone; end vertical right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 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 B19903489 Truss T11 Truss Type COMMON Qty 6 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594016 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:27 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-_I2XvEW8joExrSw?usVWJeWdMdhIERe951WCVky9jHU Scale = 1:52.8 1 2 3 4 5 6 7 10 9 81112 4x6 3x6 3x6 3x4 2x4 3x4 2x4 3x6 7-4-8 7-4-8 14-6-8 7-2-0 21-11-0 7-4-8 -1-2-8 1-2-8 5-7-0 5-7-0 10-11-8 5-4-8 16-4-0 5-4-8 21-11-0 5-7-0 23-1-8 1-2-8 0-6-08-8-100-6-09.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-3], [6:0-6-0,0-0-3] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.57 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.17 0.03 0.02 (loc) 8-10 2-10 6 2-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=946/0-3-8, 6=946/0-3-8 Max Horz 2=-142(LC 8) Max Grav 2=1042(LC 17), 6=1042(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1238/2, 3-4=-1154/66, 4-5=-1154/66, 5-6=-1238/2 BOT CHORD 2-10=0/1016, 8-10=0/673, 6-8=0/939 WEBS 4-8=-36/603, 5-8=-278/133, 4-10=-36/602, 3-10=-278/133 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-2-5, Interior(1) 4-2-5 to 5-6-4, Exterior(2R) 5-6-4 to 16-4-12, Interior(1) 16-4-12 to 17-8-11, Exterior(2E) 17-8-11 to 23-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss T12 Truss Type Common Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594017 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:28 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-TUcv6aXmU5MoTcUCRZ0lss3iA1y1zpVIJhGl1By9jHT Scale = 1:65.5 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 3x4 4x6 3x4 3x8 3x4 3x8 3x6 4x8 4x8 10-7-0 10-7-0 20-10-8 10-3-8 4-9-0 4-9-0 9-6-0 4-9-0 15-6-0 6-0-0 20-10-8 5-4-8 3-8-1210-10-42-3-149.00 12 Plate Offsets (X,Y)-- [4:0-2-8,0-1-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.71 0.79 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.69 0.02 0.01 (loc) 7-9 7-9 6 7 l/defl >568 >358 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 6-8: 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 3-7: 2x4 SPF No.2, 1-9,5-6: 2x4 SPF-S 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. WEBS 1 Row at midpt 2-7, 2-9, 4-6 REACTIONS.(lb/size)9=823/0-3-8, 6=823/Mechanical Max Horz 9=-129(LC 6) Max Grav 9=953(LC 18), 6=945(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-712/70, 3-4=-795/64 BOT CHORD 7-9=-21/537, 6-7=0/613 WEBS 3-7=-3/532, 2-9=-768/2, 4-6=-811/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-6-9, Exterior(2R) 5-6-9 to 14-10-13, Interior(1) 14-10-13 to 15-3-15, Exterior(2E) 15-3-15 to 20-8-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Refer to girder(s) for truss to truss connections. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss T13 Truss Type Common Qty 7 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594018 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:29 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-xh9HKwXOFPUe4l3O?HY_O3btiRL5iFDRYL?JZdy9jHS Scale = 1:65.5 1 2 3 4 7 6 5 8 9 10 4x6 3x4 2x4 4x8 3x4 5x8 3x6 3-8-0 3-8-0 13-11-8 10-3-8 2-7-0 2-7-0 8-7-0 6-0-0 13-11-8 5-4-8 8-11-010-10-42-3-149.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.72 0.61 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.56 0.00 0.01 (loc) 5-6 5-6 5 6 l/defl >482 >294 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 79 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x3 SPF No.2 *Except* 2-6,1-7: 2x4 SPF No.2, 4-5: 2x4 SPF-S 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. WEBS 1 Row at midpt 2-6, 1-7 REACTIONS.(lb/size)7=547/0-3-8, 5=547/Mechanical Max Horz 7=-180(LC 11) Max Uplift 7=-56(LC 11) Max Grav 7=652(LC 18), 5=624(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-266/44, 2-3=-353/0, 1-7=-694/59 BOT CHORD 5-6=0/324 WEBS 3-5=-378/0, 1-6=-39/558 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 2-7-0, Exterior(2R) 2-7-0 to 7-11-13, Interior(1) 7-11-13 to 8-4-15, Exterior(2E) 8-4-15 to 13-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss T14 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594019 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:30 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-PtjgXGY00jcViveaZ_3DxH8?GrhARiubn?ls53y9jHR Scale = 1:74.1 12 3 4 5 6 10 9 8 7 11 16 17 18 19 20 21 3x4 5x10 MT18HS 6x16 3x6 4x10 4x6 3x4 3x6 2x4 4x8 3x4 7-6-0 7-6-0 14-9-8 7-3-8 22-11-8 8-2-0 7-6-0 7-6-0 14-9-8 7-3-8 22-11-8 8-2-0 0-10-1412-0-010-1-1212-0-09.00 12 Plate Offsets (X,Y)-- [1:0-6-8,Edge], [5:0-6-4,0-1-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-MS 0.93 0.62 0.54 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.28 0.31 0.05 (loc) 7-8 7-8 16 10-14 l/defl >999 >970 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 115 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 3-10,3-8: 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x6 SPF No.2 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-8, 5-8 REACTIONS.(lb/size)1=913/Mechanical, 16=889/0-3-0 Max Horz 1=271(LC 10) Max Uplift 16=-10(LC 10) Max Grav 1=1069(LC 17), 16=1040(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1266/0, 3-5=-729/0, 5-6=-502/32 BOT CHORD 1-10=-127/996, 8-10=-127/996 WEBS 3-10=0/374, 3-8=-643/127, 6-8=-55/861, 6-16=-1061/49 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 5-4-13, Interior(1) 5-4-13 to 7-1-14, Exterior(2R) 7-1-14 to 22-5-2 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Load case(s) 2, 16, 17, 18, 19, 20, 25, 26, 39, 40, 41, 42 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Except: Continued on page 2 December 12,2019 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 B19903489 Truss T14 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594019 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:30 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-PtjgXGY00jcViveaZ_3DxH8?GrhARiubn?ls53y9jHR LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 5-6=-50, 12-19=-35, 19-20=-50, 20-21=-35, 7-21=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=7, 17-18=4, 5-18=11, 5-6=11, 7-12=-12 Horz: 1-17=-19, 17-18=-16, 5-18=-23 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-6=-29, 7-12=-20 Horz: 1-5=9 6) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-14, 5-6=12, 7-12=-12 Horz: 1-5=2 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=2, 5-6=12, 7-12=-12 Horz: 1-5=-14 8) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-6=-3, 7-12=-20 Horz: 1-5=9 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-13, 5-6=-3, 7-12=-20 Horz: 1-5=-7 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=12, 5-6=2, 7-12=-12 Horz: 1-5=-24 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=2, 5-6=2, 7-12=-12 Horz: 1-5=-14 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=12, 5-6=2, 7-12=-12 Horz: 1-5=-24 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=2, 5-6=2, 7-12=-12 Horz: 1-5=-14 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-3, 5-6=-13, 7-12=-20 Horz: 1-5=-17 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-13, 5-6=-13, 7-12=-20 Horz: 1-5=-7 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-20, 5-6=-20, 12-19=-40, 19-20=-60, 20-21=-40, 7-21=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-57, 5-6=-37, 12-19=-35, 19-20=-50, 20-21=-35, 7-21=-50 Horz: 1-5=7 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-45, 5-6=-37, 12-19=-35, 19-20=-50, 20-21=-35, 7-21=-50 Horz: 1-5=-5 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-37, 5-6=-45, 12-19=-35, 19-20=-50, 20-21=-35, 7-21=-50 Horz: 1-5=-13 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-45, 5-6=-45, 12-19=-35, 19-20=-50, 20-21=-35, 7-21=-50 Horz: 1-5=-5 21) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B19903489 Truss T14 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594019 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:30 2019 Page 3 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-PtjgXGY00jcViveaZ_3DxH8?GrhARiubn?ls53y9jHR LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 7-12=-12 Horz: 1-5=16 22) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 5-6=4, 7-12=-12 Horz: 1-5=-16 25) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-50, 5-6=-50, 12-19=-35, 19-20=-50, 20-21=-35, 7-21=-50 26) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-20, 5-6=-50, 12-19=-35, 19-20=-50, 20-21=-35, 7-21=-50 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=7, 17-18=4, 5-18=11, 5-6=11, 7-12=-12 Horz: 1-17=-19, 17-18=-16, 5-18=-23 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-6=-29, 7-12=-20 Horz: 1-5=9 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-14, 5-6=12, 7-12=-12 Horz: 1-5=2 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=2, 5-6=12, 7-12=-12 Horz: 1-5=-14 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-29, 5-6=-3, 7-12=-20 Horz: 1-5=9 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-13, 5-6=-3, 7-12=-20 Horz: 1-5=-7 33) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=12, 5-6=2, 7-12=-12 Horz: 1-5=-24 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=2, 5-6=2, 7-12=-12 Horz: 1-5=-14 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=12, 5-6=2, 7-12=-12 Horz: 1-5=-24 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=2, 5-6=2, 7-12=-12 Horz: 1-5=-14 37) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-3, 5-6=-13, 7-12=-20 Horz: 1-5=-17 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-13, 5-6=-13, 7-12=-20 Horz: 1-5=-7 39) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-57, 5-6=-37, 12-19=-35, 19-20=-50, 20-21=-35, 7-21=-50 Horz: 1-5=7 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-45, 5-6=-37, 12-19=-35, 19-20=-50, 20-21=-35, 7-21=-50 Horz: 1-5=-5 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 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 B19903489 Truss T14 Truss Type PIGGYBACK BASE Qty 4 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594019 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:30 2019 Page 4 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-PtjgXGY00jcViveaZ_3DxH8?GrhARiubn?ls53y9jHR LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-5=-37, 5-6=-45, 12-19=-35, 19-20=-50, 20-21=-35, 7-21=-50 Horz: 1-5=-13 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-45, 5-6=-45, 12-19=-35, 19-20=-50, 20-21=-35, 7-21=-50 Horz: 1-5=-5 43) Reversal: Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=-28, 5-6=-28, 7-12=-12 Horz: 1-5=16 44) Reversal: Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-5=4, 5-6=4, 7-12=-12 Horz: 1-5=-16 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 B19903489 Truss T15 Truss Type Piggyback Base Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594020 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:31 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-t3H2kcZen0kMK3Dm7iaSUUhAsEypA3ak0fUQeVy9jHQ Scale = 1:71.5 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 2x4 4x6 6x8 8x8 6x6 5x8 3x8 5x8 3x6 8x14 MT18HS 3x4 5-6-8 5-6-8 14-9-8 9-3-0 22-11-8 8-2-0 5-6-8 5-6-8 13-1-6 7-6-14 14-9-8 1-8-2 22-11-8 8-2-0 8-2-1010-8-1512-0-010-1-1212-0-04.00 12 9.00 12 Plate Offsets (X,Y)-- [4:0-2-0,0-6-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.94 0.92 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.44 0.31 0.03 (loc) 7-9 7-9 12 7-9 l/defl >999 >621 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 145 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-10: 2x4 SPF-S Stud, 1-9,2-9: 2x3 SPF No.2 OTHERS 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 1-2, 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-10, 3-7, 4-6 REACTIONS.(lb/size)10=907/Mechanical, 12=883/0-3-0 Max Horz 10=91(LC 10) Max Uplift 12=-1(LC 6) Max Grav 10=1066(LC 2), 12=1042(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-988/20, 1-2=-588/0, 2-3=-686/28, 3-4=-653/24, 6-11=-21/877, 5-11=-21/877 BOT CHORD 7-9=-55/593, 6-7=-40/532 WEBS 1-9=0/1048, 2-9=-577/105, 3-7=-393/119, 4-7=-2/820, 4-6=-897/67, 5-12=-1063/73 NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 5-6-8, Interior(1) 5-6-8 to 13-0-15, Exterior(2R) 13-0-15 to 20-2-5, Interior(1) 20-2-5 to 22-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 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 B19903489 Truss T16 Truss Type Roof Special Qty 2 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594021 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:32 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-LGrQyyaGYKsDxDozgP5h0iDTzeRWvcUuEJEzAyy9jHP Scale = 1:74.5 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 173x8 5x6 2x4 3x4 4x6 6x16 2x4 5x12 3x8 3x4 3x12 3x4 1-11-0 1-11-0 7-6-3 5-7-3 13-1-6 5-7-3 15-4-8 2-3-2 1-0-8 1-0-8 1-11-0 0-10-8 7-6-3 5-7-3 13-1-6 5-7-3 15-4-8 2-3-2 0-10-142-4-27-0-210-8-1512-5-410-1-1212-5-49.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-4-10,0-1-1], [2:0-6-15,0-2-6], [7:0-6-14,Edge] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.40 0.37 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.08 0.10 0.02 (loc) 9-10 9-10 14 9-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 115 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-11: 2x4 SPF-S Stud, 7-8,6-9,7-9: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud SLIDER Left 2x8 SP 2400F 2.0E 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Except: 6-0-0 oc bracing: 2-4 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5, 5-9, 6-9 REACTIONS.(lb/size)1=628/Mechanical, 14=587/0-3-0 Max Horz 1=294(LC 10) Max Uplift 14=-117(LC 10) Max Grav 1=685(LC 2), 14=651(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-903/4 BOT CHORD 1-11=-338/605, 10-11=-346/603, 9-10=-144/338 WEBS 2-5=-508/0, 2-10=-298/217, 5-10=-12/361, 5-9=-376/204, 6-9=-330/84, 7-9=-197/784, 7-14=-658/179 NOTES- 1) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 6-5-5, Interior(1) 6-5-5 to 14-11-4 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 14 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=117. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. ARCHITECT OR BLDG DESIGNER TO VERIFY DESIGN LOAD ACCOUNTS FOR DRIFTING SNOW. December 12,2019 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 B19903489 Truss T17 Truss Type Common Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594022 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:33 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-pSPo9IbvJe_4ZNN9E7cwZvmeM2jee2W1TzzWiOy9jHO Scale = 1:71.0 1 2 3 4 5 6 9 8 710111213 4x6 2x4 3x8 3x4 3x4 2x4 3x8 3x8 7-11-8 7-11-8 15-11-0 7-11-8 -1-2-8 1-2-8 3-0-0 3-0-0 7-11-8 4-11-8 12-11-0 4-11-8 15-11-0 3-0-0 2-6-1111-10-12-6-1114.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.64 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.20 0.01 0.01 (loc) 7-8 8-9 7 8 l/defl >999 >939 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-8: 2x4 SPF No.2, 2-9,6-7: 2x4 SPF-S 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)9=710/0-3-8, 7=621/0-3-8 Max Horz 9=218(LC 7) Max Grav 9=797(LC 18), 7=733(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-536/109, 4-5=-538/109 BOT CHORD 8-9=-102/382, 7-8=0/304 WEBS 4-8=-86/381, 3-9=-595/0, 5-7=-580/2 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-2-5, Exterior(2R) 4-2-5 to 10-4-7, Exterior(2E) 10-4-7 to 15-9-4 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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. 5) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss T18 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594023 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:34 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-HezANebX4x6xBXyLoq7957ImAS2YNPrBidj4Eqy9jHN Scale = 1:73.9 1 2 3 4 5 6 7 8 9 14 13 12 11 1015161718 4x6 5x8 6x6 3x4 3x8 3x6 3x6 6x8 2x4 3x8 3x6 2x4 7-11-8 7-11-8 13-9-14 5-10-6 21-7-0 7-9-2 -1-2-8 1-2-8 3-0-0 3-0-0 7-11-8 4-11-8 12-6-0 4-6-8 13-9-14 1-3-14 19-5-14 5-8-0 21-7-0 2-1-2 22-9-8 1-2-8 2-6-114-10-211-10-12-6-114-10-214.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14], [6:0-4-0,0-2-4], [7:0-3-15,0-3-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.55 0.59 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.28 0.02 0.03 (loc) 13-14 13-14 10 11 l/defl >999 >921 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 115 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-13: 2x4 SPF No.2, 2-14,8-10: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-7 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=933/0-3-8, 10=933/0-3-8 Max Horz 14=229(LC 9) Max Grav 14=1018(LC 18), 10=995(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-757/97, 4-5=-786/102, 5-6=-1634/15, 6-7=-1037/11 BOT CHORD 13-14=-89/516, 11-13=0/873, 10-11=0/362 WEBS 4-13=-79/780, 5-13=-660/104, 5-11=0/1065, 6-11=-1370/20, 7-11=0/920, 3-14=-813/0, 7-10=-819/2 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-2-5, Exterior(2R) 4-2-5 to 13-4-5, Interior(1) 13-4-5 to 13-9-14, Exterior(2R) 13-9-14 to 19-5-14, Exterior(2E) 19-5-14 to 22-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 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 B19903489 Truss T19 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594024 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:35 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-lrXZazc9rFEoogXYMYeOeKrzXsI16uyKwHSdnHy9jHM Scale = 1:71.5 1 2 3 4 5 6 7 8 13 12 11 10 914151617 4x6 6x6 4x6 3x16 MT18HS3x8 3x6 2x4 3x6 2x4 4x6 3x8 7-11-8 7-11-8 18-2-7 10-2-15 21-7-0 3-4-9 -1-2-8 1-2-8 3-0-0 3-0-0 7-11-8 4-11-8 12-6-7 4-6-15 18-2-7 5-8-0 21-7-0 3-4-9 22-9-8 1-2-8 2-6-116-4-211-10-12-6-116-4-214.00 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge], [6:0-3-2,0-2-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.96 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.53 0.02 0.02 (loc) 10-12 10-12 9 10-12 l/defl >793 >481 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 112 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-12: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-10 REACTIONS.(lb/size)13=933/0-3-8, 9=933/0-3-8 Max Horz 13=229(LC 9) Max Grav 13=1025(LC 2), 9=1010(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-779/91, 4-5=-814/91, 5-6=-488/42, 6-7=-790/26, 7-9=-1046/0 BOT CHORD 12-13=-92/525, 10-12=0/848 WEBS 4-12=-63/825, 5-12=-573/120, 5-10=-489/34, 6-10=0/344, 3-13=-859/0, 7-10=0/635 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-2-5, Exterior(2R) 4-2-5 to 7-11-8, Exterior(2E) 7-11-8 to 12-6-7, Exterior(2R) 12-6-7 to 18-2-7, Exterior(2E) 18-2-7 to 22-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 16% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 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 B19903489 Truss T20 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594025 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:36 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-E15xoJdncZNfQq6kvFAdBYO79FgIrLZT9xCBJjy9jHL Scale = 1:71.0 1 2 3 4 5 6 7 8 13 12 11 10 914151617 4x6 6x6 6x6 3x8 MT18HS4x8 3x6 2x4 3x6 2x4 4x6 3x8 7-11-8 7-11-8 16-11-0 8-11-8 21-7-0 4-8-0 -1-2-8 1-2-8 3-0-0 3-0-0 7-11-8 4-11-8 11-3-0 3-3-8 16-11-0 5-8-0 21-7-0 4-8-0 22-9-8 1-2-8 2-6-117-10-211-10-12-6-117-10-214.00 12 Plate Offsets (X,Y)-- [5:0-3-0,Edge], [6:0-3-15,0-3-0], [7:0-2-8,0-1-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.45 0.83 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.36 0.01 0.02 (loc) 10-12 10-12 9 10-12 l/defl >999 >701 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 116 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-12: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 5-10 REACTIONS.(lb/size)13=933/0-3-8, 9=933/0-3-8 Max Horz 13=229(LC 9) Max Grav 13=1032(LC 2), 9=1014(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-783/94, 4-5=-786/108, 5-6=-478/64, 6-7=-820/40, 7-9=-988/0 BOT CHORD 12-13=-97/528, 10-12=-4/730 WEBS 4-12=-88/853, 5-12=-551/129, 5-10=-359/36, 6-10=0/324, 3-13=-852/0, 7-10=0/571 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-2-5, Exterior(2R) 4-2-5 to 7-11-8, Exterior(2E) 7-11-8 to 11-3-0, Exterior(2R) 11-3-0 to 17-4-11, Exterior(2E) 17-4-11 to 22-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 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 B19903489 Truss T21 Truss Type Roof Special Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594026 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:37 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-iDeJ?fePNsVW2_gwTyhsjlwIUf34ao4dObxkr9y9jHK Scale = 1:71.0 1 2 3 4 5 6 7 8 13 12 11 10 914151617 4x6 5x6 6x6 3x4 3x8 3x6 2x4 3x8 2x4 6x8 3x8 7-11-8 7-11-8 15-7-9 7-8-1 21-7-0 5-11-7 -1-2-8 1-2-8 3-0-0 3-0-0 7-11-8 4-11-8 9-11-9 2-0-1 15-7-9 5-8-0 21-7-0 5-11-7 22-9-8 1-2-8 2-6-119-4-211-10-12-6-119-4-214.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-3-4], [6:0-3-15,0-3-0], [7:Edge,0-1-5] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.48 0.67 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.21 0.01 0.02 (loc) 10-12 12-13 9 10-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 123 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 *Except* 4-12,5-10: 2x4 SPF No.2, 2-13,7-9: 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-9 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 5-10 REACTIONS.(lb/size)13=933/0-3-8, 9=933/0-3-8 Max Horz 13=229(LC 9) Max Grav 13=1034(LC 2), 9=1011(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-778/96, 4-5=-748/121, 5-6=-466/83, 6-7=-832/52, 7-9=-935/0 BOT CHORD 12-13=-101/526, 10-12=-20/636 WEBS 4-12=-106/867, 5-12=-567/140, 6-10=0/296, 3-13=-832/0, 7-10=-1/504 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-2-5, Exterior(2R) 4-2-5 to 7-11-8, Exterior(2E) 7-11-8 to 9-11-9, Exterior(2R) 9-11-9 to 17-4-11, Exterior(2E) 17-4-11 to 22-9-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 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 B19903489 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 310 Shoshone Job Reference (optional) I39594027 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:38 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-AQChC?e18AdNf8F71gC5GzTPL3MGJItmdEhHNcy9jHJ Scale = 1:59.3 1 2 3 4 5 6 11 10 9 8 71213141516171819202122 3x4 4x6 8x8 3x4 4x6 6x8 3x8 10x10 3x12 4x8 5x10 MT18HS 6-9-11 6-9-11 14-9-5 7-11-9 21-7-0 6-9-11 3-0-0 3-0-0 6-9-11 3-9-11 14-9-5 7-11-9 18-7-0 3-9-11 21-7-0 3-0-0 2-6-1110-6-02-6-1110-6-014.00 12 Plate Offsets (X,Y)-- [3:0-3-2,0-2-0], [4:0-2-11,Edge], [8:0-3-8,0-5-0], [10:0-4-0,0-4-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.73 0.86 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.19 0.02 0.00 (loc) 7-8 7-8 7 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 272 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-10,4-10,4-8: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.(lb/size)11=3335/0-3-8, 7=3334/0-3-8 Max Horz 11=-179(LC 27) Max Grav 11=3638(LC 2), 7=3592(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-309/2, 2-3=-2613/0, 3-4=-1696/0, 4-5=-2806/0, 5-6=-372/0, 1-11=-279/0, 6-7=-329/0 BOT CHORD 10-11=0/1332, 8-10=0/1825, 7-8=0/1434 WEBS 2-10=0/618, 3-10=0/1633, 4-10=-260/13, 4-8=0/1954, 5-8=0/656, 2-11=-2630/0, 5-7=-2773/0 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 523 lb down at 0-5-12, 511 lb down at 2-5-12, 457 lb down at 4-5-12, 420 lb down at 6-5-12, 420 lb down at 8-5-12, 408 lb down at 10-5-12, 405 lb down at 12-5-12, 412 lb down at 14-5-12, 598 lb down at 16-4-4, and 598 lb down at 17-6-4, and 598 lb down at 19-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 December 12,2019 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 B19903489 Truss TG01 Truss Type Hip Girder Qty 1 Ply 2 Wedgewood 310 Shoshone Job Reference (optional) I39594027 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:38 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-AQChC?e18AdNf8F71gC5GzTPL3MGJItmdEhHNcy9jHJ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 7-11=-20 Concentrated Loads (lb) Vert: 8=-395(B) 12=-466(F) 13=-460(F) 14=-395(B) 15=-395(B) 16=-395(B) 18=-395(B) 19=-395(B) 20=-556(B) 21=-556(B) 22=-556(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B19903489 Truss TG02 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 310 Shoshone Job Reference (optional) I39594028 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:40 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-6oKSdhgIfnt5vSPV85EZLOYlht8?nEU34YAOSUy9jHH Scale = 1:26.9 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 4x6 5x12 4x6 8x16 2x4 3x8 4x10 2x4 8x16 5x12 4-0-14 4-0-14 8-0-0 3-11-2 11-11-2 3-11-2 16-0-0 4-0-14 4-0-14 4-0-14 8-0-0 3-11-2 11-11-2 3-11-2 16-0-0 4-0-14 2-1-10Plate Offsets (X,Y)-- [6:Edge,0-3-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.74 0.46 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.22 0.03 0.04 (loc) 8 8 6 8 l/defl >999 >856 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 196 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP 2400F 2.0E BOT CHORD 2x6 SP 2400F 2.0E WEBS 2x4 SPF-S Stud *Except* 1-9,3-9,3-7,5-7: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-5, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)10=4751/0-3-8, 6=4931/0-3-8 Max Horz 10=38(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-4055/0, 1-2=-8492/0, 2-3=-8492/0, 3-4=-8237/0, 4-5=-8237/0, 5-6=-3949/0 BOT CHORD 9-10=0/264, 8-9=0/10987, 7-8=0/10987 WEBS 1-9=0/8959, 2-9=-868/103, 3-9=-2713/0, 3-8=0/1367, 3-7=-2991/0, 4-7=-885/94, 5-7=0/8714 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 911 lb down at 1-9-12, 594 lb down at 3-7-12, 594 lb down at 5-7-12, 594 lb down at 7-7-12, 594 lb down at 9-7-12, 594 lb down at 11-7-12, and 594 lb down at 13-7-12, and 602 lb down at 15-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-240(F=-180), 6-10=-90(F=-70) Continued on page 2 December 12,2019 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 B19903489 Truss TG02 Truss Type Flat Girder Qty 1 Ply 2 Wedgewood 310 Shoshone Job Reference (optional) I39594028 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:40 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-6oKSdhgIfnt5vSPV85EZLOYlht8?nEU34YAOSUy9jHH LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-535(B) 7=-527(B) 11=-803(B) 12=-527(B) 13=-527(B) 14=-527(B) 15=-527(B) 16=-527(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B19903489 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 310 Shoshone Job Reference (optional) I39594029 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:41 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-a?uqr1hwQ5?xWb_hioloub5ypGTUWfhCJCvx_wy9jHG Scale: 3/16"=1' 1 2 3 4 5 6 11 10 9 8 712131415 6x8 4x6 3x8 MT18HS 3x8 MT18HS10x10 3x8 6x8 3x8 6x8 6x8 4-1-8 4-1-8 7-11-8 3-10-0 11-9-8 3-10-0 15-11-0 4-1-8 4-1-8 4-1-8 7-11-8 3-10-0 11-9-8 3-10-0 15-11-0 4-1-8 17-1-8 1-2-8 1-5-910-8-151-5-914.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-5], [5:Edge,0-1-5], [8:0-3-8,0-4-8], [10:0-3-8,0-4-8] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.59 0.51 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.08 0.01 0.00 (loc) 8-9 9-10 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 207 lb FT = 20% GRIP 169/123 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 3-9: 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. REACTIONS.(lb/size)11=3618/0-3-8, 7=3390/0-3-8 Max Horz 11=-191(LC 4) Max Grav 11=3971(LC 2), 7=3652(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3660/0, 2-3=-2695/0, 3-4=-2694/0, 4-5=-3387/0, 1-11=-3450/0, 5-7=-3275/0 BOT CHORD 10-11=-120/337, 9-10=0/2330, 8-9=0/2145 WEBS 3-9=0/3781, 4-9=-800/0, 4-8=0/1027, 2-9=-1136/0, 2-10=0/1506, 1-10=0/2203, 5-8=0/2060 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1022 lb down at 2-0-12, 1022 lb down at 4-0-12, 1022 lb down at 6-0-12, 1022 lb down at 8-0-12, 1046 lb down at 10-0-12, and 665 lb down at 12-0-12, and 665 lb down at 14-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 7-11=-20 Continued on page 2 December 12,2019 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 B19903489 Truss TG03 Truss Type Common Girder Qty 1 Ply 2 Wedgewood 310 Shoshone Job Reference (optional) I39594029 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:41 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-a?uqr1hwQ5?xWb_hioloub5ypGTUWfhCJCvx_wy9jHG LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-893(B) 8=-608(B) 10=-893(B) 12=-893(B) 13=-893(B) 14=-887(B) 15=-608(B) 16023 Swingley Ridge Rd Chesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building 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 B19903489 Truss TG04 Truss Type Common Girder Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594030 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:43 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-WN0aGjiAyiFfmv84pDoGz0ANx4E?_bPVmWO23py9jHE Scale = 1:82.0 1 2 3 4 5 6 7 18 17 16 15 13 11 10 9 8 39 14 12 40 4x6 3x8 3x4 2x4 3x4 2x4 2x4 4x6 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4-4-0 4-4-0 7-11-8 3-7-8 11-7-0 3-7-8 15-11-0 4-4-0 -1-2-8 1-2-8 3-0-0 3-0-0 7-11-8 4-11-8 12-11-0 4-11-8 15-11-0 3-0-0 17-1-8 1-2-8 2-6-1111-10-12-6-1114.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.19 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 13 13 8 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 167 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-13: 2x4 SPF No.2 OTHERS 2x4 SPF-S Stud *Except* 19-20,29-31: 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. REACTIONS.All bearings 4-7-8 except (jt=length) 14=0-3-8, 12=0-3-8. (lb) - Max Horz 18=-226(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 18, 8 except 15=-352(LC 17), 11=-354(LC 17) Max Grav All reactions 250 lb or less at joint(s) 15, 16, 17, 11, 10, 9 except 18=607(LC 1), 8=607(LC 1), 14=579(LC 17), 12=579(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-417/135, 4-5=-418/135 BOT CHORD 17-18=-112/331, 16-17=-112/331, 15-16=-112/331, 14-15=-112/331, 13-14=-112/331 WEBS 4-13=-124/256, 3-18=-527/0, 5-8=-529/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-2-8 to 4-2-5, Exterior(2R) 4-2-5 to 11-8-11, Exterior(2E) 11-8-11 to 17-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 8 except (jt=lb) 15=352, 11=354. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 December 12,2019 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 B19903489 Truss TG04 Truss Type Common Girder Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594030 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:43 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-WN0aGjiAyiFfmv84pDoGz0ANx4E?_bPVmWO23py9jHE LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 14-18=-20, 12-14=-60(F=-40), 8-12=-20 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 B19903489 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594031 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:44 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-?ZZyT2joj0NWN3jGNxJVVEjT7UR3jx7f?A8cbFy9jHD Scale = 1:73.9 1 2 3 4 5 6 7 8 9 14 13 12 11 1015161718192021 4x6 4x10 5x8 4x6 3x8 3x6 4x10 8x8 2x4 3x8 4x6 2x4 7-11-8 7-11-8 15-1-5 7-1-13 21-7-0 6-5-11 -1-2-8 1-2-8 3-0-0 3-0-0 7-11-8 4-11-8 12-6-0 4-6-8 15-1-5 2-7-5 20-9-5 5-8-0 21-7-0 0-9-11 22-9-8 1-2-8 2-6-113-4-211-10-12-6-113-4-214.00 12 Plate Offsets (X,Y)-- [4:Edge,0-1-14], [7:0-5-0,0-1-12] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.71 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.26 0.01 0.08 (loc) 13-14 13-14 10 10-11 l/defl >999 >964 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 126 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 10-12: 2x6 SPF No.2 WEBS 2x4 SPF-S Stud *Except* 4-13: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-12 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=937/0-3-8, 10=921/0-3-8 Max Horz 14=227(LC 7) Max Uplift 10=-274(LC 9) Max Grav 14=1042(LC 43), 10=1125(LC 42) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-786/116, 4-5=-805/121, 5-6=-2424/218, 6-7=-1467/112 BOT CHORD 13-14=-97/525, 11-13=0/887 WEBS 4-13=-88/810, 5-13=-672/192, 5-11=-204/1730, 6-11=-1989/178, 7-11=-72/1434, 3-14=-847/0, 7-10=-869/35 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=274. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 62 lb up at 16-8-2, and 52 lb down and 62 lb up at 18-8-2, and 112 lb down and 238 lb up at 20-8-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 7-8=-60, 8-9=-60, 10-14=-20 Continued on page 2 December 12,2019 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 B19903489 Truss TG05 Truss Type Roof Special Girder Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594031 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:44 2019 Page 2 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-?ZZyT2joj0NWN3jGNxJVVEjT7UR3jx7f?A8cbFy9jHD LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 19=-16 20=-16 21=40 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 B19903489 Truss V01 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594032 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:45 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-Tm7LgOkQUKVN?DITxeqk2RGiLuwoSaXoEqt97iy9jHC Scale = 1:79.9 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 0-0-4 0-0-4 25-5-5 25-5-1 12-8-10 12-8-10 25-5-5 12-8-10 0-0-412-8-100-0-412.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.36 0.17 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3,7-9: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 *Except* 5-12: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-12, 4-14, 6-11 REACTIONS.All bearings 25-4-13. (lb) - Max Horz 1=-192(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 14=-103(LC 10), 15=-116(LC 10), 11=-103(LC 11), 10=-116(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 12=387(LC 20), 14=451(LC 17), 15=496(LC 17), 11=451(LC 18), 10=497(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-258/151, 2-15=-291/165, 6-11=-258/151, 8-10=-291/165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-9-0, Interior(1) 5-9-0 to 7-3-13, Exterior(2R) 7-3-13 to 18-1-7, Interior(1) 18-1-7 to 19-8-4, Exterior(2E) 19-8-4 to 25-1-1 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 14=103, 15=116, 11=103, 10=116. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss V02 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594033 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:46 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-xyhjukl2FddEdNsfVLLzbfovZHFIB?TySUdif8y9jHB Scale = 1:70.7 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 22-5-5 22-5-1 11-2-10 11-2-10 22-5-5 11-2-10 0-0-411-2-100-0-412.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.21 0.31 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 *Except* 4-10: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 22-4-13. (lb) - Max Horz 1=169(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 11=-109(LC 10), 9=-110(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=371(LC 20), 11=481(LC 17), 13=384(LC 17), 9=478(LC 18), 8=385(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-274/160, 5-9=-274/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-9-0, Exterior(2R) 5-9-0 to 16-8-4, Exterior(2E) 16-8-4 to 22-1-1 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 13, 8 except (jt=lb) 11=109, 9=110. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss V03 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594034 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:47 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-P8F554lh0xl5EWRr23sC7sL4RhbOwUb5h8MGCay9jHA Scale = 1:58.8 1 2 3 4 5 6 7 13 12 11 10 9 83x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 19-5-5 19-5-1 9-8-10 9-8-10 19-5-5 9-8-10 0-0-49-8-100-0-412.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.16 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 1-12: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10 REACTIONS.All bearings 19-4-13. (lb) - Max Horz 1=146(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 13, 8 except 11=-112(LC 10), 9=-112(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=344(LC 20), 11=454(LC 17), 13=312(LC 17), 9=453(LC 18), 8=314(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-279/162, 5-9=-278/161 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-8-10, Exterior(2R) 5-8-10 to 13-8-10, Exterior(2E) 13-8-10 to 19-1-1 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 13, 8 except (jt=lb) 11=112, 9=112. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss V04 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594035 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-tLpTJQmJnFtysg02cmNRg4uFx5vefwpEwo6pk0y9jH9 Scale = 1:52.0 1 2 3 4 5 9 8 7 6 10 11 3x4 4x6 3x4 4x6 2x4 2x4 2x4 2x4 16-5-1 16-5-1 16-5-5 0-0-4 8-2-10 8-2-10 16-5-5 8-2-10 0-0-48-2-100-0-412.00 12 Plate Offsets (X,Y)-- [7:0-0-0,0-1-12], [7:0-3-0,0-1-4], [8:0-1-4,0-0-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.29 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 5-7: 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-4-13. (lb) - Max Horz 1=-122(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 9=-120(LC 10), 6=-119(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=324(LC 20), 9=482(LC 17), 6=481(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-292/166, 4-6=-293/166 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-9-0, Exterior(2R) 5-9-0 to 10-8-4, Exterior(2E) 10-8-4 to 16-1-1 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=120, 6=119. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss V05 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594036 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:48 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-tLpTJQmJnFtysg02cmNRg4uGX5xdfytEwo6pk0y9jH9 Scale = 1:42.9 1 2 3 4 5 8 7 6 9 10 11 123x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-4 0-0-4 13-5-5 13-5-1 6-8-10 6-8-10 13-5-5 6-8-10 0-0-46-8-100-0-412.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.16 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-4-13. (lb) - Max Horz 1=-99(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1 except 8=-101(LC 10), 6=-101(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=323(LC 20), 8=381(LC 17), 6=381(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-4-4 to 5-9-0, Exterior(2R) 5-9-0 to 7-8-4, Exterior(2E) 7-8-4 to 13-1-1 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 8=101, 6=101. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss V06 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594037 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:49 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-LXNrWmnxYY?pUqbEAUvgCHQIyVGoOPLO9SrNGTy9jH8 Scale = 1:33.4 1 2 3 43x4 4x6 3x4 2x4 0-0-4 0-0-4 10-5-5 10-5-1 5-2-10 5-2-10 10-5-5 5-2-10 0-0-45-2-100-0-412.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.64 0.23 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=217/10-4-13, 3=217/10-4-13, 4=344/10-4-13 Max Horz 1=76(LC 7) Max Uplift 1=-2(LC 11), 3=-2(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss V07 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594038 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:50 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-pjxEk6oZJs7g6_AQkBQvlVzZ5vcE7sgXN6bwpvy9jH7 Scale = 1:25.6 1 2 3 42x4 4x6 2x4 2x4 7-5-1 7-5-1 7-5-5 0-0-4 3-8-10 3-8-10 7-5-5 3-8-10 0-0-43-8-100-0-412.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.30 0.21 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=150/7-4-13, 3=150/7-4-13, 4=240/7-4-13 Max Horz 1=52(LC 9) Max Uplift 1=-3(LC 11), 3=-3(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss V08 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594039 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-HwVcxSpB4AFXj8lcHvx8HiWnfI_nsJLhcmKTLLy9jH6 Scale = 1:13.9 1 2 3 4 2x4 4x6 2x4 2x4 0-0-4 0-0-4 4-5-5 4-5-1 2-2-10 2-2-10 4-5-5 2-2-10 0-0-42-2-100-0-412.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.07 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=89/4-4-13, 3=89/4-4-13, 4=120/4-4-13 Max Horz 1=-29(LC 6) Max Uplift 1=-5(LC 11), 3=-5(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss V09 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594040 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:51 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-HwVcxSpB4AFXj8lcHvx8HiWlTI_tsFphcmKTLLy9jH6 Scale = 1:53.7 1 2 3 4 7 6 582x4 4x6 2x4 2x4 2x4 2x4 2x4 9-2-12 9-2-12 7-2-4 7-2-4 9-2-12 2-0-8 0-0-48-4-116-0-114.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.19 0.12 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 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. REACTIONS.All bearings 9-2-9. (lb) - Max Horz 1=164(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=-142(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=355(LC 17), 7=445(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-288/185 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 5-8-10, Exterior(2R) 5-8-10 to 7-2-4, Exterior(2E) 7-2-4 to 9-1-10 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 7=142. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss V10 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594041 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:52 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-m62_9opprTOOLIKprcSNqw2w6iIebjhqrQ41toy9jH5 Scale = 1:46.5 1 2 3 4 7 6 582x4 4x6 2x4 2x4 2x4 2x4 2x4 7-11-6 7-11-6 5-10-14 5-10-14 7-11-6 2-0-8 0-0-46-10-114-6-114.00 12 Plate Offsets (X,Y)-- [3:Edge,0-1-14] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.22 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 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. REACTIONS.All bearings 7-11-2. (lb) - Max Horz 1=127(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=-131(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=353(LC 17), 7=393(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-275/177 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 7=131. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss V11 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594042 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-EIcMM7qRbnWEzRv?PJzcN7b136c1KBsz34paPEy9jH4 Scale = 1:36.5 1 2 3 5 43x4 4x6 2x4 2x4 2x4 6-7-15 6-7-15 4-7-7 4-7-7 6-7-15 2-0-8 0-0-45-4-113-0-114.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.51 0.27 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=150/6-7-11, 4=29/6-7-11, 5=320/6-7-11 Max Horz 1=91(LC 10) Max Uplift 1=-2(LC 11), 4=-32(LC 11), 5=-28(LC 10) Max Grav 1=157(LC 18), 4=52(LC 24), 5=346(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss V12 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594043 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:53 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-EIcMM7qRbnWEzRv?PJzcN7b3k6fIKDJz34paPEy9jH4 Scale = 1:27.1 1 2 3 5 42x4 4x6 2x4 2x4 2x4 5-4-8 5-4-8 3-4-0 3-4-0 5-4-8 2-0-8 0-0-43-10-111-6-114.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.13 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)1=114/5-4-4, 4=68/5-4-4, 5=214/5-4-4 Max Horz 1=54(LC 10) Max Uplift 1=-24(LC 11), 4=-38(LC 11) Max Grav 1=121(LC 18), 4=75(LC 18), 5=229(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss V13 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594044 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:54 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-iVAkZTr4M5e5abUBz1UrvL7I8W0d3g77IkZ7ygy9jH3 Scale = 1:14.8 1 2 3 4 2x4 4x6 2x4 2x4 0-0-3 0-0-3 4-1-1 4-0-14 2-0-9 2-0-9 4-1-1 2-0-8 0-0-42-4-110-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.06 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=86/4-0-11, 3=86/4-0-11, 4=105/4-0-11 Max Horz 1=-33(LC 6) Max Uplift 1=-7(LC 11), 3=-4(LC 10) Max Grav 1=86(LC 1), 3=86(LC 1), 4=107(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss V14 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594045 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:55 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-Ahk7npsi7OmyCl3OWk?4SYgQawKGo43GXOIhU6y9jH2 Scale = 1:41.3 1 2 3 4 5 6 11 10 9 8 712133x4 6x6 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-3 0-0-3 6-1-2 6-0-15 15-0-8 8-11-6 6-1-2 6-1-2 11-5-14 5-4-11 15-0-8 3-6-10 0-0-46-11-77-1-52-11-96-11-714.00 12 Plate Offsets (X,Y)-- [3:0-3-15,0-3-0], [5:0-3-15,0-3-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.16 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-0-5. (lb) - Max Horz 1=108(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 7, 9, 10 except 1=-101(LC 8), 11=-132(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 8=381(LC 26), 9=289(LC 26), 11=402(LC 17), 10=287(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-11=-264/178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 5-8-10, Exterior(2R) 5-8-10 to 11-5-14, Exterior(2E) 11-5-14 to 14-11-5 zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9, 10 except (jt=lb) 1=101, 11=132. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 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 B19903489 Truss V15 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594046 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:56 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-etIV_9sKuiupqvda4SXJ_mDZqJh9XXbQm22E0Zy9jH1 Scale = 1:42.8 1 2 3 4 5 6 11 10 9 8 712133x4 6x6 6x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-3 0-0-3 6-1-2 6-0-15 13-9-1 7-7-15 6-1-2 6-1-2 8-11-0 2-9-14 13-9-1 4-10-1 0-0-46-11-77-1-51-5-96-11-714.00 12 Plate Offsets (X,Y)-- [3:0-3-15,0-3-0], [4:0-3-15,0-3-0] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.41 0.12 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 50 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud *Except* 1-3: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x3 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 13-8-14. (lb) - Max Horz 1=118(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 10 except 1=-104(LC 8), 7=-212(LC 18), 11=-135(LC 10), 8=-210(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=331(LC 19), 11=398(LC 17), 8=516(LC 18), 10=371(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-11=-266/181, 5-8=-341/244 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 5-8-10, Exterior(2R) 5-8-10 to 8-11-0, Exterior(2E) 8-11-0 to 13-7-14 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10 except (jt=lb) 1=104, 7=212, 11=135, 8=210. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. December 12,2019 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 B19903489 Truss V16 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594047 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-64stCVtyf00gR3Cme92YXzloEj0hG?2Z_inoY?y9jH0 Scale = 1:44.4 1 2 3 4 5 8 7 69103x4 4x8 3x4 2x4 2x4 2x4 2x4 2x4 12-5-1 12-5-1 12-5-4 0-0-3 6-1-2 6-1-2 6-4-2 0-3-0 12-5-4 6-1-2 0-0-46-11-70-0-414.00 12 LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.16 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-4-14. (lb) - Max Horz 1=-112(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-131(LC 10), 6=-131(LC 11) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=313(LC 20), 8=383(LC 17), 6=382(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-254/173, 4-6=-254/173 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-3-13 to 5-8-10, Exterior(2R) 5-8-10 to 6-8-11, Exterior(2E) 6-8-11 to 12-1-8 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=131, 6=131. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss V17 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594048 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:57 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-64stCVtyf00gR3Cme92YXzlhyj?0G0FZ_inoY?y9jH0 Scale = 1:39.1 1 2 3 43x4 4x6 3x4 2x4 0-0-3 0-0-3 9-10-7 9-10-3 4-11-3 4-11-3 9-10-7 4-11-3 0-0-45-9-10-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.58 0.21 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF No.2 OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=215/9-10-0, 3=215/9-10-0, 4=309/9-10-0 Max Horz 1=-88(LC 8) Max Uplift 1=-5(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss V18 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594049 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:58 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-aGQFPruaQJ8X3DnzCtZn4BIx97L9?UajDMXL5Ry9jH? Scale = 1:29.3 1 2 3 42x4 4x6 2x4 2x4 0-0-3 0-0-3 7-3-9 7-3-6 3-7-13 3-7-13 7-3-9 3-7-13 0-0-44-3-10-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.21 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=155/7-3-2, 3=155/7-3-2, 4=224/7-3-2 Max Horz 1=63(LC 7) Max Uplift 1=-6(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss V19 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594050 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:51:59 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-2SzddBvCBdGOhMM9la40cOr8BXjRkxJsS0Guduy9jH_ Scale = 1:16.6 1 2 3 4 2x4 4x6 2x4 2x4 0-0-3 0-0-3 4-8-11 4-8-8 2-4-6 2-4-6 4-8-11 2-4-6 0-0-42-9-10-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-14] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.08 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud OTHERS 2x3 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=102/4-8-4, 3=102/4-8-4, 4=124/4-8-4 Max Horz 1=-39(LC 6) Max Uplift 1=-8(LC 11), 3=-4(LC 10) Max Grav 1=102(LC 1), 3=102(LC 1), 4=127(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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 B19903489 Truss V20 Truss Type Valley Qty 1 Ply 1 Wedgewood 310 Shoshone Job Reference (optional) I39594051 8.240 s Dec 6 2019 MiTek Industries, Inc. Thu Dec 12 11:52:00 2019 Page 1 ProBuild (Carter-Lee), Mooresville, IN - 46158, ID:1ISoXh1jO4h5tg5FzYb4YGyWou6-XeX0qXvqyxOFIWxLJIbF9cNLwx3CTOo?gg0S8Ky9jGz Scale = 1:9.1 1 2 3 2x4 3x4 2x4 2-1-10 2-1-10 2-1-14 0-0-3 1-0-15 1-0-15 2-1-14 1-0-15 0-0-41-3-10-0-414.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-1] LOADING (psf) TCLL 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 IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.02 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x4 SPF-S Stud BOT CHORD 2x4 SPF-S Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=61/2-1-7, 3=61/2-1-7 Max Horz 1=14(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=107mph (3-second gust) Vasd=85mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Ke=0.98; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. December 12,2019 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