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HomeMy WebLinkAboutGN010.0 - Truss Drawings16023 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 Timberland Home Center-Brazil, IN. April 27,2020 Liu, Xuegang Pages or sheets covered by this seal: I41106221 thru I41106345 My license renewal date for the state of Indiana is July 31, 2020. 20-2219A WF61 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 RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss A1 Truss Type Roof Special Qty 1 Ply 1 WF61 Job Reference (optional) I41106221 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:51:46 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-QP0pmdik?BxViksoJrynocKif4ssbAdZJwjcMizMX?R Scale = 1:65.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 8x8 4x6 4x4 4x6 8x8 3x4 3x4 3x10 3x4 3x4 3x4 3x4 3x4 6-0-16-0-1 11-10-05-9-15 17-7-155-9-15 23-8-06-0-1 -1-0-0 1-0-0 3-0-1 3-0-1 6-0-1 3-0-0 11-10-0 5-9-15 17-7-15 5-9-15 20-7-15 3-0-0 23-8-0 3-0-1 24-8-0 1-0-0 1-6-04-6-110-4-01-6-04-6-112.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [7:0-6-4,0-1-12], [11:0-1-12,0-1-8], [14:0-1-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.47 0.36 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.14 0.04 (loc) 12 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins, except end verticals, and 2-0-0 oc purlins (5-9-15 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)15=0-3-8, 10=0-3-8 Max Horz 15=228(LC 11) Max Uplift 15=-140(LC 12), 10=-140(LC 13) Max Grav 15=1004(LC 1), 10=1004(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-985/209, 4-5=-910/216, 5-6=-910/216, 6-7=-985/209 BOT CHORD 14-15=-132/579, 12-14=-167/1002, 11-12=-104/1002, 10-11=-35/542 WEBS 3-14=-116/787, 4-14=-533/134, 4-12=-542/201, 5-12=-166/753, 6-12=-542/201, 6-11=-533/134, 7-11=-116/787, 3-15=-874/65, 7-10=-874/65 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-1, Exterior(2) 3-0-1 to 6-0-1, Interior(1) 6-0-1 to 11-10-0, Exterior(2) 11-10-0 to 14-10-0, Interior(1) 14-10-0 to 20-7-15, Exterior(2) 20-7-15 to 23-6-4, Interior(1) 23-6-4 to 24-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 15 and 10. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss D1 Truss Type Common Qty 1 Ply 1 WF61 Job Reference (optional) I41106222 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:51:47 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-vbaB_yjMmV3MJuR_tZT0KqsvfUA9KXtiYaTAu8zMX?Q Scale = 1:79.0 12 34 5 67 8 9 14 13 12 11 10 15 16 17 18 19 20 21 22 23 24 3x6 4x6 3x6 3x4 3x4 4x4 3x4 4x4 3x6 4x4 4x4 3x6 7-5-07-5-0 14-7-07-2-0 22-0-07-5-0 -1-0-0 1-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 23-0-0 1-0-0 1-6-012-6-01-6-012.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.32 0.48 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.03 (loc) 11-13 10-11 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 129 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-14, 7-10 REACTIONS. (size)14=0-3-8, 10=0-3-8 Max Horz 14=-269(LC 10) Max Uplift 14=-211(LC 13), 10=-211(LC 12) Max Grav 14=1055(LC 20), 10=1055(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-408/282, 3-5=-1016/428, 5-7=-1016/428, 7-8=-408/282, 2-14=-444/286, 8-10=-444/286 BOT CHORD 13-14=-154/762, 11-13=-35/514, 10-11=-60/668 WEBS 5-11=-306/602, 7-11=-357/352, 5-13=-306/602, 3-13=-357/352, 3-14=-849/53, 7-10=-849/52 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14 and 10. This connection is for uplift only and does not consider lateral forces. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss D2 Truss Type Common Qty 3 Ply 1 WF61 Job Reference (optional) I41106223 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:51:48 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-Nn8ZBIk_XpBDx20ARG?Ft1P4CuWN3_0smECjQazMX?P Scale = 1:79.0 12 34 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 21 22 23 3x6 4x6 3x4 3x4 3x4 4x4 3x4 4x4 3x6 4x4 4x4 3x6 7-5-07-5-0 14-7-07-2-0 22-0-07-5-0 -1-0-0 1-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 1-6-012-6-01-6-012.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.34 0.48 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.03 (loc) 10-12 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 128 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 7-9 REACTIONS. (size)13=0-3-8, 9=0-3-8 Max Horz 13=257(LC 9) Max Uplift 13=-210(LC 13), 9=-207(LC 12) Max Grav 13=1055(LC 20), 9=1007(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-408/282, 3-5=-1018/426, 5-7=-1022/435, 7-8=-320/212, 2-13=-444/286, 8-9=-322/209 BOT CHORD 12-13=-186/754, 10-12=-40/506, 9-10=-104/664 WEBS 5-10=-309/608, 7-10=-360/354, 5-12=-307/602, 3-12=-357/352, 3-13=-850/52, 7-9=-878/119 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 21-10-4 zone; cantilever left and right exposed ; end vertical left 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 9. This connection is for uplift only and does not consider lateral forces. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss D3 Truss Type Common Qty 3 Ply 1 WF61 Job Reference (optional) I41106224 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:51:49 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-r_iyPelcI6J4ZCbM_zWUPFyFyHscoRE??uyHz0zMX?O Scale = 1:79.0 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 21 22 3x4 4x6 3x4 3x4 3x4 4x4 3x4 4x4 4x4 4x4 4x4 4x4 7-5-07-5-0 14-7-07-2-0 22-0-07-5-0 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 1-6-012-6-01-6-012.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.34 0.48 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.03 (loc) 9-11 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 126 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 6-8 REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=210(LC 9) Max Uplift 12=-207(LC 13), 8=-207(LC 12) Max Grav 12=1007(LC 20), 8=1007(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-320/212, 2-4=-1024/433, 4-6=-1024/433, 6-7=-320/212, 1-12=-322/209, 7-8=-322/209 BOT CHORD 11-12=-187/758, 9-11=-38/506, 8-9=-103/665 WEBS 4-9=-309/609, 6-9=-361/355, 4-11=-309/608, 2-11=-361/355, 2-12=-879/119, 6-8=-879/119 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 21-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12 and 8. This connection is for uplift only and does not consider lateral forces. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss D4 Truss Type Common Qty 1 Ply 1 WF61 Job Reference (optional) I41106225 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:51:50 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-JAFKc_lE3QRxAM9ZYh1jySURph71XzJ8EYhqVTzMX?N Scale = 1:60.6 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 16 17 4x4 4x4 5x10 4x4 5x8 4x4 3x6 3x6 10-0-010-0-0 20-0-010-0-0 -1-0-0 1-0-0 5-1-12 5-1-12 10-0-0 4-10-4 14-10-4 4-10-4 20-0-0 5-1-12 1-4-09-8-01-4-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [3:0-4-0,0-3-0], [7:0-2-12,0-1-8], [8:0-5-0,0-3-4], [9:0-2-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.27 0.79 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.56 0.03 (loc) 7-8 8-9 7 l/defl >999 >422 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)9=0-3-8, 7=0-3-8 Max Horz 9=199(LC 9) Max Uplift 9=-204(LC 12), 7=-185(LC 13) Max Grav 9=901(LC 19), 7=835(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-372/183, 3-4=-752/268, 4-5=-754/273, 5-6=-322/135, 2-9=-405/205, 6-7=-301/141 BOT CHORD 8-9=-194/680, 7-8=-120/601 WEBS 4-8=-211/597, 5-8=-260/240, 3-8=-257/238, 3-9=-632/110, 5-7=-653/159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 19-10-4 zone; cantilever left and right exposed ; end vertical left 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9 and 7. This connection is for uplift only and does not consider lateral forces. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss D5 Truss Type Common Qty 3 Ply 1 WF61 Job Reference (optional) I41106226 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:51:51 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-nMpiqKmtpkZooVkl6OYyVg1Xy5avGXyITBRN1vzMX?M Scale = 1:55.7 1 2 3 4 7 6 5 8 9 10 11 4x4 6x8 3x4 5x8 3x4 6x8 7-1-127-1-12 14-3-87-1-12 -1-0-0 1-0-0 7-1-12 7-1-12 14-3-8 7-1-12 1-6-08-7-121-6-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-2-0,0-1-8], [4:0-3-8,Edge], [6:0-4-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.62 0.37 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.15 0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 7=0-3-8 Max Horz 7=171(LC 9) Max Uplift 5=-74(LC 12), 7=-77(LC 13) Max Grav 5=557(LC 1), 7=632(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-531/122, 3-4=-522/117, 2-7=-569/149, 4-5=-495/113 BOT CHORD 6-7=-258/339 WEBS 3-6=-4/280, 2-6=-113/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 7-1-12, Exterior(2) 7-1-12 to 10-1-12, Interior(1) 10-1-12 to 14-1-12 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 4 = 8%, joint 2 = 8% 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5 and 7. This connection is for uplift only and does not consider lateral forces. 7) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss D6 Truss Type Common Qty 3 Ply 1 WF61 Job Reference (optional) I41106227 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:51:51 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-nMpiqKmtpkZooVkl6OYyVg1g35fDGYCITBRN1vzMX?M Scale = 1:14.2 12 3 45 6 4x4 2x4 2x4 2x4 1-10-01-10-0 3-8-01-10-0 -0-3-0 0-3-0 1-10-0 1-10-0 3-8-0 1-10-0 3-11-0 0-3-0 0-5-52-3-50-5-512.00 12 Plate Offsets (X,Y)-- [2:0-2-7,0-1-0], [4:0-2-7,0-1-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 4=0-3-8 Max Horz 2=-39(LC 10) Max Uplift 2=-13(LC 13), 4=-22(LC 13) Max Grav 2=159(LC 1), 4=159(LC 1) 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left 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. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G1 Truss Type Hip Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106228 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:51:53 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-jlxSE0o7LLqV1pu8DpaQa56s0vB?kJmbwVwU6ozMX?K Scale = 1:43.6 1 2 3 4 5 6 7 13 12 11 10 9 8141516171819202122 4x8 4x8 5x12 MT20HS 4x6 4x4 4x8 2x4 4x4 5x6 5x12 MT20HS 5x6 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 4-8-144-8-14 11-0-06-3-2 17-3-26-3-2 22-0-04-8-14 -1-0-0 1-0-0 4-8-14 4-8-14 11-0-0 6-3-2 17-3-2 6-3-2 22-0-0 4-8-14 23-0-0 1-0-0 1-6-06-2-141-6-06-2-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [3:0-6-4,0-1-12], [5:0-6-4,0-1-12], [6:0-3-0,0-1-4], [8:0-5-8,Edge], [9:0-2-0,0-1-12], [12:0-2-0,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.58 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.17 0.03 (loc) 11-12 11-12 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 122 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-6 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 8-8-14 oc bracing. REACTIONS. (size)13=0-3-8, 8=0-3-8 Max Horz 13=146(LC 7) Max Uplift 13=-913(LC 8), 8=-914(LC 9) Max Grav 13=1986(LC 1), 8=1987(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1937/932, 3-4=-1932/1011, 4-5=-1932/1011, 5-6=-1938/933, 2-13=-1811/819, 6-8=-1812/820 BOT CHORD 12-13=-209/258, 11-12=-674/1303, 9-11=-619/1304 WEBS 3-12=-270/435, 3-11=-487/891, 4-11=-415/230, 5-11=-486/889, 5-9=-272/437, 2-12=-587/1195, 6-9=-590/1196 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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. 7) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 8. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 19-11-4 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 8-13=-20 Continued on page 2 April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G1 Truss Type Hip Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106228 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:51:53 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-jlxSE0o7LLqV1pu8DpaQa56s0vB?kJmbwVwU6ozMX?K LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-201(F) 14=-244(F) 15=-201(F) 16=-201(F) 17=-201(F) 18=-201(F) 19=-201(F) 20=-201(F) 21=-201(F) 22=-244(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G2 Truss Type Half Hip Girder Qty 5 Ply 1 WF61 Job Reference (optional) I41106229 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:06 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-rFDNzSyHHLSf5pOeU2JTcq9C?8jqHKcVv1Zg3XzMX?7 Scale = 1:22.9 1 2 3 4 5 6 7 8 4x4 2x4 4x4 3x10 5x6 LU24 LU24 6-0-06-0-0 -1-0-0 1-0-0 2-7-3 2-7-3 6-0-0 3-4-13 1-4-03-6-010.00 12 Plate Offsets (X,Y)-- [2:0-7-15,0-0-2], [4:0-2-0,0-1-13] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.19 0.21 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.07 0.00 (loc) 2-6 2-6 6 l/defl >999 >949 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -x 2-0-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-3-8 Max Horz 2=120(LC 8) Max Uplift 6=-190(LC 5), 2=-155(LC 8) Max Grav 6=271(LC 32), 2=349(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=190. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 4-0-12 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 7=-44(B) 8=-28(B) April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G3 Truss Type Half Hip Girder Qty 4 Ply 1 WF61 Job Reference (optional) I41106230 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:07 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-JRnlAozv2eaWjzzq2lqi82hOCY6u0nRf8hJEb_zMX?6 Scale = 1:18.2 1 2 3 4 6 5 7 3x4 2x4 2x4 2x4 2x4 TJC37 1-6-01-6-0 2-0-00-6-0 -1-0-0 1-0-0 1-6-0 1-6-0 2-0-0 0-6-0 1-6-03-0-012.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.09 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 6=0-3-8 Max Horz 6=83(LC 23) Max Uplift 5=-121(LC 8) Max Grav 5=115(LC 21), 6=164(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=121. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-6-0 from the left end to connect truss(es) to back face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 10) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 7=-20(B) April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G4 Truss Type Hip Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106231 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:08 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-neL7O8zXpyiNL7Y0cTMxhFEVcyLml9MoNL2n8QzMX?5 Scale = 1:39.4 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 20 4x6 4x6 4x6 8x10 8x10 4x6 2x4 3x10 5x6 5x6 Special Special Special Special Special Special Special Special 5-1-135-1-13 8-10-03-8-3 12-6-33-8-3 17-8-05-1-13 -1-0-0 1-0-0 4-8-14 4-8-14 8-10-0 4-1-2 12-11-2 4-1-2 17-8-0 4-8-14 18-8-0 1-0-0 1-6-06-2-141-6-02-5-33-9-1112.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-4-4,0-1-12], [5:0-4-4,0-1-12], [6:0-2-12,0-1-8], [9:0-4-12,0-4-0], [11:0-4-12,0-4-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.37 0.50 0.34 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.18 0.17 (loc) 10-11 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x8 SP No.2 *Except* 9-11: 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-9 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 7-5-2 oc bracing. REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=145(LC 7) Max Uplift 12=-632(LC 8), 8=-632(LC 9) Max Grav 12=1600(LC 1), 8=1600(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2285/984, 3-4=-1692/796, 4-5=-1692/724, 5-6=-2285/933, 2-12=-1438/603, 6-8=-1438/581 BOT CHORD 11-12=-279/409, 10-11=-980/2103, 9-10=-980/2103, 8-9=-189/319 WEBS 3-11=-629/1307, 4-11=-606/329, 4-10=-292/539, 4-9=-605/329, 5-9=-641/1307, 2-11=-568/1391, 6-9=-649/1391 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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. 6) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12 and 8. This connection is for uplift only and does not consider lateral forces. 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) 231 lb down and 169 lb up at 2-0-12, 201 lb down and 124 lb up at 4-0-12, 203 lb down and 155 lb up at 6-0-12, 203 lb down and 155 lb up at 8-0-12, 203 lb down and 155 lb up at 9-7-4, 203 lb down and 155 lb up at 11-7-4, and 201 lb down and 124 lb up at 13-7-4, and 231 lb down and 169 lb up at 15-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G4 Truss Type Hip Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106231 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:08 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-neL7O8zXpyiNL7Y0cTMxhFEVcyLml9MoNL2n8QzMX?5 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 11-12=-20, 9-11=-20, 8-9=-20 Concentrated Loads (lb) Vert: 13=-231(B) 14=-201(B) 15=-202(B) 16=-202(B) 17=-202(B) 18=-202(B) 19=-201(B) 20=-231(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G5 Truss Type Half Hip Girder Qty 2 Ply 1 WF61 Job Reference (optional) I41106232 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:09 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-FqvWbU_9aGrEyG6C9AtADTnh0Ln4UhFxb?oKgszMX?4 Scale = 1:23.3 1 2 3 4 7 6 5 8 9 5x6 2x4 4x4 4x4 5x6 3x4 Special Special 2-5-142-5-14 6-0-03-6-2 -1-0-0 1-0-0 2-5-14 2-5-14 2-7-3 0-1-5 6-0-0 3-4-13 1-4-03-6-02-7-00-11-010.00 12 5.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-1-12], [6:0-3-0,0-3-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.02 0.01 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 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. (size)5=Mechanical, 7=0-3-8 Max Horz 7=77(LC 8) Max Uplift 5=-149(LC 5), 7=-128(LC 8) Max Grav 5=251(LC 1), 7=337(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-262/154, 2-7=-302/153 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left 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. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=149. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 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) 81 lb down and 110 lb up at 2-0-12, and 66 lb down and 90 lb up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 6-7=-20, 5-6=-20 Continued on page 2 April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G5 Truss Type Half Hip Girder Qty 2 Ply 1 WF61 Job Reference (optional) I41106232 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:09 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-FqvWbU_9aGrEyG6C9AtADTnh0Ln4UhFxb?oKgszMX?4 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8=-37(B) 9=-25(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G6 Truss Type Half Hip Girder Qty 2 Ply 1 WF61 Job Reference (optional) I41106233 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:10 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-j0Tupq?nLZz5aQhPjuOPmgJuSl8nD8B5qfXuCJzMX?3 Scale = 1:18.2 1 2 3 4 6 5 7 3x4 2x4 2x4 2x4 2x4 Special 1-9-131-9-13 2-0-00-2-3 -1-0-0 1-0-0 1-6-0 1-6-0 2-0-0 0-6-0 1-6-03-0-02-2-130-9-32-3-80-8-812.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.09 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 5=Mechanical Max Horz 6=59(LC 8) Max Uplift 6=-2(LC 4), 5=-99(LC 8) Max Grav 6=163(LC 1), 5=91(LC 33) 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left 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. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 6 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) 5. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 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) 54 lb down and 54 lb up at 1-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 7=-15(B) April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G7 Truss Type Hip Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106234 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:11 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-CC1G0A0P6t5yCaGbHbveIusw?9I_yUzE3JHRklzMX?2 Scale = 1:46.3 12 3 4 5 6 7 8 9 12 11 101314151617 18 19 20 4x6 4x8 7x16 5x6 7x16 5x6 4x6 3x10 2x4 6x8 2x4 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 7-4-137-4-13 12-7-35-2-6 20-0-07-4-13 -1-0-0 1-0-0 3-10-2 3-10-2 7-4-13 3-6-10 12-7-3 5-2-6 16-1-14 3-6-10 20-0-0 3-10-2 1-4-07-6-01-4-07-6-010.00 12 Plate Offsets (X,Y)-- [5:0-4-4,0-2-0], [6:0-6-4,0-2-0], [10:0-3-8,0-3-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.68 0.79 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.12 -0.27 0.04 (loc) 9-10 9-10 9 l/defl >999 >904 n/a L/d 240 180 n/a PLATES MT20 Weight: 119 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -x 2-8-15, Right 2x8 SP No.2 -x 2-8-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, except 2-0-0 oc purlins (4-8-8 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 8-3-10 oc bracing. WEBS 1 Row at midpt 6-12 REACTIONS. (size)9=0-3-8, 2=0-3-8 Max Horz 2=-138(LC 4) Max Uplift 9=-899(LC 9), 2=-917(LC 8) Max Grav 9=1737(LC 1), 2=1800(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1837/963, 4-5=-1672/978, 5-6=-1293/815, 6-7=-1680/977, 7-9=-1837/963 BOT CHORD 2-12=-697/1302, 10-12=-650/1284, 9-10=-605/1246 WEBS 5-12=-531/817, 6-10=-550/863 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left 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) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9 and 2. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 17-11-4 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-6=-60, 6-9=-60, 2-9=-20 Concentrated Loads (lb) Vert: 11=-201(B) 13=-233(B) 14=-201(B) 15=-201(B) 16=-201(B) 17=-201(B) 18=-201(B) 19=-201(B) 20=-233(B)April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G8 Truss Type Half Hip Girder Qty 2 Ply 1 WF61 Job Reference (optional) I41106235 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:12 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-gPaeEW02tBDppkrnrJQtr5OBJZnFh29OIz0?HBzMX?1 Scale = 1:20.6 1 2 3 4 6 5 7 8 9 4x4 3x4 4x4 3x4 3x4 TJC37 Special LU24 6-0-06-0-0 -1-0-0 1-0-0 1-4-14 1-4-14 6-0-0 4-7-2 1-6-02-10-1412.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.26 0.15 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.04 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 6=0-3-8 Max Horz 6=80(LC 5) Max Uplift 5=-162(LC 5), 6=-151(LC 8) Max Grav 5=253(LC 1), 6=341(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=162. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 1-6-0 from the left end to connect truss(es) to front face of bottom chord, skewed 39.8 deg.to the left, sloping 0.0 deg. down. 10) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-0-12 from the left end to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 68 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Continued on page 2 April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G8 Truss Type Half Hip Girder Qty 2 Ply 1 WF61 Job Reference (optional) I41106235 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:12 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-gPaeEW02tBDppkrnrJQtr5OBJZnFh29OIz0?HBzMX?1 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-13(F) 8=-28(F) 9=-28(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G9 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 WF61 Job Reference (optional) I41106236 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 15:59:03 2020 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:lVkXE2T?qmsyg?POFcGDebzNH2_-vnBK6kwopMF5AvjWqEiD8RKHoziCQS7R4mJDcDzMTNc Scale = 1:84.6 12 3 4 5 6 7 8 9 10 11 12 13 14 26 25 24 23 22 21 20 19 18 17 16 152728293031323334353637383940 6x7 3x6 5x6 5x6 2x4 4x5 6x8 2x4 3x4 4x9 4x4 4x9 3x4 4x9 2x4 4x4 4x9 1.5x4 4x12 5x6 5x6 4x5 6x6 5x9 4x9 2-6-82-6-8 7-3-84-9-0 13-4-06-0-8 19-0-145-8-14 24-9-125-8-14 31-11-87-1-12 38-2-06-2-8 44-8-06-6-0 -1-0-0 1-0-0 2-6-8 2-6-8 7-3-8 4-9-0 13-4-0 6-0-8 19-0-14 5-8-14 24-9-12 5-8-14 31-11-8 7-1-12 34-8-0 2-8-8 39-6-4 4-10-4 44-8-0 5-1-12 45-8-0 1-0-0 1-4-07-4-159-8-01-4-01-0-07-4-1510.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-2-0], [4:0-5-4,0-2-0], [8:0-3-0,0-2-0], [13:0-9-11,0-0-2], [20:0-3-0,0-2-0], [22:0-2-8,0-2-12], [24:0-5-8,0-2-8], [26:0-3-0,0-4-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.31 0.41 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.16 0.06 (loc) 22-23 22-23 19 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 551 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 3-25,5-21: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x8 SP No.2 -Ì 3-7-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 19-20,17-19,15-17. REACTIONS.(lb/size)19=3594/0-3-8, 13=552/0-3-8, 26=1993/0-3-8 Max Horz 26=-195(LC 25) Max Uplift 19=-1660(LC 8), 13=-245(LC 28), 26=-932(LC 8) Max Grav 19=3594(LC 1), 13=770(LC 16), 26=2004(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2985/1500, 3-4=-2279/1216, 4-5=-1795/1087, 5-6=-1779/1079, 6-7=-831/609, 7-8=-831/609, 8-9=-469/382, 9-10=-475/262, 10-11=-739/401, 11-12=-728/297, 12-13=-800/274, 2-26=-1903/937 BOT CHORD 3-24=-276/531, 24-28=-1260/2353, 28-29=-1258/2346, 23-29=-1254/2337, 23-30=-905/1699, 30-31=-905/1699, 31-32=-905/1699, 22-32=-905/1699, 21-22=-234/353, 5-22=-379/150, 20-36=-770/421, 36-37=-770/421, 37-38=-770/421, 19-38=-770/421, 18-19=-770/421, 18-39=-770/421, 17-39=-770/421, 17-40=-200/430, 16-40=-200/430, 15-16=-200/430, 13-15=-121/500 WEBS 3-23=-718/393, 4-23=-567/991, 4-22=-277/176, 20-22=-493/761, 6-22=-737/1402, 6-20=-1325/649, 8-20=-1408/2487, 8-19=-3108/1410, 8-17=-223/1039, 9-17=-665/244, 9-15=-245/340, 10-15=-371/539, 11-15=-261/216, 2-24=-1088/2205 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, 2x4 - 1 row 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Two RT16-2 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 19. This connection is for uplift only and does not consider lateral forces. Continued on page 2 April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G9 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 WF61 Job Reference (optional) I41106236 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 15:59:03 2020 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:lVkXE2T?qmsyg?POFcGDebzNH2_-vnBK6kwopMF5AvjWqEiD8RKHoziCQS7R4mJDcDzMTNc NOTES- 9) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13. This connection is for uplift only and does not consider lateral forces. 10) Two RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 26. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) "NAILED" indicates 3-10d Nails (0.148" x 3") toe-nails per NDS guidelines. 13) Double installations of RT16-2 require installation on both interior and exterior sides. 14) Double installations of RT7 require the two hurricane ties to be installed on opposite sides of top plate to avoid nail interference in single ply truss. 15) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 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, 4-9=-60, 9-10=-60, 10-14=-60, 25-26=-20, 22-24=-20, 13-21=-20 Concentrated Loads (lb) Vert: 27=-233(F) 28=-201(F) 29=-201(F) 30=-201(F) 31=-201(F) 32=-201(F) 33=-201(F) 34=-201(F) 35=-201(F) 36=-201(F) 37=-201(F) 38=-201(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G10 Truss Type Half Hip Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106237 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:51:53 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-jlxSE0o7LLqV1pu8DpaQa56x6vInkSSbwVwU6ozMX?K Scale = 1:20.6 1 2 3 4 6 5 7 8 9 4x4 3x4 4x4 3x4 3x4 TJC37 Special LU24 6-0-06-0-0 -1-0-0 1-0-0 1-4-14 1-4-14 6-0-0 4-7-2 1-6-02-10-1412.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.26 0.15 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.04 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 6=0-3-8 Max Horz 6=57(LC 5) Max Uplift 5=-131(LC 5), 6=-130(LC 8) Max Grav 5=253(LC 1), 6=341(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=131. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-6-0 from the left end to connect truss(es) to back face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 10) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-0-12 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 68 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Continued on page 2 April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G10 Truss Type Half Hip Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106237 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:51:53 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-jlxSE0o7LLqV1pu8DpaQa56x6vInkSSbwVwU6ozMX?K LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-13(B) 8=-28(B) 9=-28(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G11 Truss Type Hip Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106238 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:51:54 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-BxVrSMpl6fyMfzTKnX5f6If5dIahTsBk99f2eEzMX?J Scale = 1:40.8 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 4x8 4x6 4x4 4x6 4x6 4x4 4x8 5x6 4x6 LU24 LU24 LU24 LU24 LU24 LU24 LU24 4-10-04-10-0 9-5-84-7-8 14-3-84-10-0 -1-0-0 1-0-0 4-10-0 4-10-0 9-5-8 4-7-8 14-3-8 4-10-0 1-6-06-4-01-6-06-4-012.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-6-4,0-1-12], [4:0-4-4,0-1-12], [5:0-0-12,0-1-8], [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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.34 0.43 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.06 0.01 (loc) 7-9 7-9 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 82 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-4 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. (size)10=0-3-8, 6=0-3-8 Max Horz 10=125(LC 5) Max Uplift 10=-555(LC 8), 6=-535(LC 9) Max Grav 10=1380(LC 1), 6=1304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1238/527, 3-4=-814/428, 4-5=-1235/522, 2-10=-1186/474, 5-6=-1114/456 BOT CHORD 7-9=-390/809 WEBS 3-9=-318/534, 4-7=-323/567, 2-9=-349/681, 5-7=-343/693 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left 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. 6) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10 and 6. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 12-2-12 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 6-10=-20 Concentrated Loads (lb) Vert: 8=-201(B) 11=-244(B) 12=-201(B) 13=-201(B) 14=-201(B) 15=-201(B) 16=-244(B) April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G12 Truss Type Half Hip Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106239 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:51:55 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-g73DfhpNty4DH72WLEdufWBBUituC72uNpPbAgzMX?I Scale = 1:39.7 1 2 3 4 5 8 7 6 9 10 11 12 13 14 15 16 17 18 4x4 2x4 5x6 6x12 MT20HS 6x8 3x4 5x6 LU24 LU24 LU24 LU24 LU24 LU24 7-1-127-1-12 14-3-87-1-12 -1-0-0 1-0-0 4-8-14 4-8-14 9-4-7 4-7-9 14-3-8 4-11-1 1-6-06-2-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-2-4,0-1-12], [6:0-3-0,0-2-12], [7:0-4-0,0-4-4], [8:0-5-8,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.65 0.62 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.11 -0.22 0.01 (loc) 6-7 6-7 6 l/defl >999 >745 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 76 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-8: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-15 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. (size)6=0-3-8, 8=0-3-8 Max Horz 8=156(LC 8) Max Uplift 6=-527(LC 5), 8=-477(LC 8) Max Grav 6=1152(LC 1), 8=1286(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1040/409, 3-4=-819/402, 2-8=-913/340 BOT CHORD 7-8=-316/630, 6-7=-308/650 WEBS 3-7=-279/552, 4-7=-322/572, 4-6=-1000/473 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left exposed; 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6 and 8. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 12-0-12 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 9=-244(F) 11=-201(F) 13=-201(F) 14=-201(F) 16=-201(F) 18=-201(F)April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G13 Truss Type HIP GIRDER Qty 1 Ply 2 WF61 Job Reference (optional) I41106240 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:08:31 2020 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:lVkXE2T?qmsyg?POFcGDebzNH2_-H2V3Jyo52tpVJC8h6XuQ9DrKBwTgWNv2h7vHYIzMTEk Scale = 1:93.2 1 2 3 4 7 6 5 8 9 10 11 12 13 14 15 16 3x4 4x4 3x4 2x8 4x9 8x8 3x4 7x6 4x4 3-4-33-4-3 5-5-02-0-136-11-61-6-6 10-10-03-10-10 0-8-130-8-133-4-32-7-6 6-11-63-7-2 10-10-03-10-10 14-10-1515-6-49-3-715-6-410.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-8], [2:0-2-0,0-1-13], [3:0-2-4,0-2-0], [4:0-1-0,0-1-8], [6:0-3-0,0-4-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.39 0.82 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.11 -0.31 0.00 (loc) 5-6 5-6 5 l/defl >999 >420 n/a L/d 240 180 n/a PLATES MT20 Weight: 239 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-7, 4-5 JOINTS 1 Brace at Jt(s): 9 REACTIONS.(lb/size)7=1935/0-3-8, 5=2071/0-3-8 Max Horz 7=-177(LC 9) Max Uplift 7=-1176(LC 9), 5=-667(LC 5) Max Grav 7=2050(LC 34), 5=2086(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-431/167, 7-8=-2052/1119, 1-8=-500/248, 4-5=-405/117 BOT CHORD 6-12=-258/605, 12-13=-258/605, 13-14=-258/605, 14-15=-258/605, 15-16=-258/605, 5-16=-258/605 WEBS 8-9=-585/325, 4-9=-125/266, 3-9=-343/270, 1-9=-288/489, 6-9=-653/1088, 5-9=-910/407, 6-8=-915/1666 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Two RT8A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 9) One RT8A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use USP JUS24 (With 4-10d nails into Girder & 2-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-9-4 from the left end to 10-3-12 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Double installations of RT8A require the two hurricane ties to be installed on opposite sides of top plate to avoid nail interference in single ply truss. 14) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection.Continued on page 2 April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G13 Truss Type HIP GIRDER Qty 1 Ply 2 WF61 Job Reference (optional) I41106240 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:08:31 2020 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:lVkXE2T?qmsyg?POFcGDebzNH2_-H2V3Jyo52tpVJC8h6XuQ9DrKBwTgWNv2h7vHYIzMTEk LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-7=-20 Concentrated Loads (lb) Vert: 10=-526(F) 11=-526(F) 12=-526(F) 13=-526(F) 15=-526(F) 16=-529(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G14 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106241 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:09:13 2020 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:lVkXE2T?qmsyg?POFcGDebzNH2_-281x8JIR9n5YMfMlZMfGs4bOGsnNLF4DLg4V1szMTE4 Scale = 1:83.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 23 22 21 20 19 18 17 16 24 25 26 27 28 29 30 31 32 33 8x8 10x10 8x8 10x10 6x8 5x9 4x6 6x8 6x6 4x6 8x10 6x9 4x9 4x5 4x5 2x8 4x9 2x8 4x8 M18SHS 6x8 6x8 2-5-152-5-15 10-5-158-0-0 20-2-69-8-8 28-3-28-0-12 36-3-138-0-11 44-8-08-4-3 -1-0-0 1-0-0 2-5-15 2-5-15 6-5-15 4-0-0 10-5-15 4-0-0 15-4-3 4-10-4 20-2-6 4-10-4 26-4-0 6-1-10 32-5-10 6-1-10 36-5-4 3-11-10 40-4-14 3-11-10 44-8-0 4-3-2 45-8-0 1-0-0 1-4-03-4-1511-6-01-4-011-6-010.00 12 Plate Offsets (X,Y)-- [2:0-5-9,0-0-4], [4:0-4-0,0-3-13], [5:0-2-8,0-2-0], [6:0-5-0,0-7-0], [7:0-4-0,0-2-4], [8:0-4-0,0-3-15], [10:0-7-0,0-4-12], [12:0-3-11,Edge], [14:0-0-5,0-0-7], [14:0-0-11,0-3-10], [16:0-3-0,0-2-0], [22:0-2-8,0-2-0], [23:0-2-8,0-3-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.86 0.90 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -1.00 0.14 (loc) 20-22 20-22 14 l/defl >999 >536 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 414 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x8 SP No.2 *Except* 1-4: 2x6 SPF No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SPF No.2 *Except* 7-22: 2x4 SPF-S 1650F 1.6E WEDGE Right: 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -Ì 1-8-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-10 oc purlins, except 2-0-0 oc purlins (3-2-2 max.): 4-6, 8-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-4-7 oc bracing: 22-23. WEBS 1 Row at midpt 7-20, 9-20, 9-18 REACTIONS.(lb/size)2=2072/0-3-8, 14=2907/(0-3-8 + Two SBP4 USP) (req. 0-4-9) Max Horz 2=-215(LC 6) Max Uplift 2=-586(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2556/759, 3-4=-2511/768, 4-5=-1808/580, 5-6=-5374/1030, 6-7=-7239/1451, 7-8=-2837/447, 8-9=-2107/386, 9-10=-2027/285, 10-24=-2681/344, 11-24=-2765/328, 11-12=-2593/217, 12-13=-2981/216, 13-14=-3607/141 BOT CHORD 2-25=-608/1783, 23-25=-608/1783, 23-26=-948/3880, 26-27=-948/3880, 27-28=-948/3880, 22-28=-948/3880, 22-29=-501/3008, 21-29=-501/3008, 21-30=-501/3008, 20-30=-501/3008, 19-20=-211/2079, 19-31=-211/2079, 18-31=-211/2079, 18-32=-102/1780, 17-32=-102/1780, 17-33=-102/1780, 16-33=-102/1780, 14-16=0/2325 WEBS 4-23=-509/1721, 5-23=-2564/387, 5-22=-171/1913, 6-22=-4576/953, 7-22=-1078/4433, 7-20=-1551/497, 8-20=-207/1507, 9-18=-472/226, 10-18=-191/718, 11-16=-452/174, 13-16=-376/21, 10-16=-139/1026 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical right exposed; 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) Two SBP4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14. This connection is for uplift only and does not consider lateral forces. 8) Two RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss.Continued on page 2 April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G14 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106241 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:09:13 2020 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:lVkXE2T?qmsyg?POFcGDebzNH2_-281x8JIR9n5YMfMlZMfGs4bOGsnNLF4DLg4V1szMTE4 NOTES- 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) "NAILED" indicates 3-10d Nails (0.148" x 3") toe-nails per NDS guidelines. 12) Double installations of RT4 require the two hurricane ties to be installed on opposite sides of top plate to avoid nail interference in single ply truss. 13) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-8=-60, 8-10=-60, 10-24=-60, 14-15=-60, 2-14=-20 Concentrated Loads (lb) Vert: 25=-44(B) 26=-28(B) 27=-28(B) 28=-51(B) Trapezoidal Loads (plf) Vert: 24=-140-to-14=-238 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, 4-6=-50, 6-8=-50, 8-10=-50, 10-24=-50, 14-15=-50, 2-29=-20, 29-30=-50, 19-30=-20, 19-31=-50, 31-32=-20, 32-33=-50, 14-33=-20 Concentrated Loads (lb) Vert: 25=-37(B) 26=-23(B) 27=-23(B) 28=-43(B) Trapezoidal Loads (plf) Vert: 24=-120-to-14=-218 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-6=-20, 6-8=-20, 8-10=-20, 10-24=-20, 14-15=-20, 2-14=-40 Concentrated Loads (lb) Vert: 25=-24(B) 26=-9(B) 27=-9(B) 28=-17(B) Trapezoidal Loads (plf) Vert: 24=-80-to-14=-178 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-4=-11, 4-6=22, 6-8=-11, 8-10=22, 10-24=9, 14-15=4, 2-14=-6 Horz: 1-2=-8, 2-4=2, 6-8=2, 10-14=17, 14-15=13 Drag: 4-5=0, 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=127(B) 26=84(B) 27=84(B) 28=79(B) Trapezoidal Loads (plf) Vert: 24=25-to-14=-74 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-6=9, 6-8=9, 8-10=22, 10-24=-11, 14-15=-1, 2-14=-6 Horz: 1-2=-13, 2-4=-17, 6-8=-17, 10-14=-2, 14-15=8 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=127(B) 26=84(B) 27=84(B) 28=79(B) Trapezoidal Loads (plf) Vert: 24=5-to-14=-93 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-4=-31, 4-6=2, 6-8=-31, 8-10=2, 10-24=-12, 14-15=-7, 2-14=-20 Horz: 1-2=7, 2-4=11, 6-8=11, 10-14=8, 14-15=13 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=134(B) 26=88(B) 27=88(B) 28=86(B) Trapezoidal Loads (plf) Vert: 24=-62-to-14=-161 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-4=-12, 4-6=-12, 6-8=-12, 8-10=2, 10-24=-31, 14-15=-27, 2-14=-20 Horz: 1-2=-13, 2-4=-8, 6-8=-8, 10-14=-11, 14-15=-7 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=134(B) 26=88(B) 27=88(B) 28=86(B) Trapezoidal Loads (plf) Vert: 24=-82-to-14=-180 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-4=22, 4-6=22, 6-8=22, 8-10=9, 10-24=9, 14-15=4, 2-14=-6 Horz: 1-2=-26, 2-4=-30, 6-8=-30, 10-14=17, 14-15=13 Drag: 4-5=0, 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=127(B) 26=84(B) 27=84(B) 28=79(B) Trapezoidal Loads (plf) Vert: 24=25-to-14=-74 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G14 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106241 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:09:13 2020 Page 3 Timberland Lumber Company, Brazil, IN 47834 ID:lVkXE2T?qmsyg?POFcGDebzNH2_-281x8JIR9n5YMfMlZMfGs4bOGsnNLF4DLg4V1szMTE4 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-6=9, 6-8=9, 8-10=9, 10-24=22, 14-15=17, 2-14=-6 Horz: 1-2=-13, 2-4=-17, 6-8=-17, 10-14=30, 14-15=26 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=127(B) 26=84(B) 27=84(B) 28=79(B) Trapezoidal Loads (plf) Vert: 24=38-to-14=-61 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-4=22, 4-6=22, 6-8=22, 8-10=9, 10-24=9, 14-15=4, 2-14=-6 Horz: 1-2=-26, 2-4=-30, 6-8=-30, 10-14=17, 14-15=13 Drag: 4-5=0, 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=127(B) 26=84(B) 27=84(B) 28=79(B) Trapezoidal Loads (plf) Vert: 24=25-to-14=-74 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-6=9, 6-8=9, 8-10=9, 10-24=22, 14-15=17, 2-14=-6 Horz: 1-2=-13, 2-4=-17, 6-8=-17, 10-14=30, 14-15=26 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=127(B) 26=84(B) 27=84(B) 28=79(B) Trapezoidal Loads (plf) Vert: 24=38-to-14=-61 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=2, 4-6=2, 6-8=2, 8-10=-12, 10-24=-12, 14-15=-7, 2-14=-20 Horz: 1-2=-26, 2-4=-22, 6-8=-22, 10-14=8, 14-15=13 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=134(B) 26=88(B) 27=88(B) 28=86(B) Trapezoidal Loads (plf) Vert: 24=-56-to-14=-154 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-4=-12, 4-6=-12, 6-8=-12, 8-10=-12, 10-24=2, 14-15=6, 2-14=-20 Horz: 1-2=-13, 2-4=-8, 6-8=-8, 10-14=22, 14-15=26 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=134(B) 26=88(B) 27=88(B) 28=86(B) Trapezoidal Loads (plf) Vert: 24=-43-to-14=-141 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-6=-20, 6-8=-20, 8-10=-20, 10-24=-20, 14-15=-20, 2-29=-20, 29-30=-60, 19-30=-20, 19-31=-60, 31-32=-20, 32-33=-60, 14-33=-20 Concentrated Loads (lb) Vert: 25=-18(B) 26=-9(B) 27=-9(B) 28=-17(B) Trapezoidal Loads (plf) Vert: 24=-60-to-14=-158 15) 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=-55, 2-4=-58, 4-6=-34, 6-8=-58, 8-10=-34, 10-24=-44, 14-15=-40, 2-29=-20, 29-30=-50, 19-30=-20, 19-31=-50, 31-32=-20, 32-33=-50, 14-33=-20 Horz: 1-2=5, 2-4=8, 6-8=8, 10-14=6, 14-15=10 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=90(B) 26=56(B) 27=56(B) 28=64(B) Trapezoidal Loads (plf) Vert: 24=-122-to-14=-220 16) 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=-40, 2-4=-44, 4-6=-44, 6-8=-44, 8-10=-34, 10-24=-58, 14-15=-55, 2-29=-20, 29-30=-50, 19-30=-20, 19-31=-50, 31-32=-20, 32-33=-50, 14-33=-20 Horz: 1-2=-10, 2-4=-6, 6-8=-6, 10-14=-8, 14-15=-5 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=90(B) 26=56(B) 27=56(B) 28=64(B) Trapezoidal Loads (plf) Vert: 24=-136-to-14=-235 17) 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 RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G14 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106241 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:09:13 2020 Page 4 Timberland Lumber Company, Brazil, IN 47834 ID:lVkXE2T?qmsyg?POFcGDebzNH2_-281x8JIR9n5YMfMlZMfGs4bOGsnNLF4DLg4V1szMTE4 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-31, 2-4=-34, 4-6=-34, 6-8=-34, 8-10=-44, 10-24=-44, 14-15=-40, 2-29=-20, 29-30=-50, 19-30=-20, 19-31=-50, 31-32=-20, 32-33=-50, 14-33=-20 Horz: 1-2=-19, 2-4=-16, 6-8=-16, 10-14=6, 14-15=10 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=90(B) 26=56(B) 27=56(B) 28=64(B) Trapezoidal Loads (plf) Vert: 24=-117-to-14=-215 18) 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=-40, 2-4=-44, 4-6=-44, 6-8=-44, 8-10=-44, 10-24=-34, 14-15=-31, 2-29=-20, 29-30=-50, 19-30=-20, 19-31=-50, 31-32=-20, 32-33=-50, 14-33=-20 Horz: 1-2=-10, 2-4=-6, 6-8=-6, 10-14=16, 14-15=19 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=90(B) 26=56(B) 27=56(B) 28=64(B) Trapezoidal Loads (plf) Vert: 24=-107-to-14=-205 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-6=-60, 6-8=-60, 8-10=-60, 10-24=-20, 14-15=-20, 2-14=-20 Concentrated Loads (lb) Vert: 25=-44(B) 26=-28(B) 27=-28(B) 28=-51(B) Trapezoidal Loads (plf) Vert: 24=-100-to-14=-198 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-20, 4-6=-20, 6-8=-20, 8-10=-60, 10-24=-60, 14-15=-60, 2-14=-20 Concentrated Loads (lb) Vert: 25=-44(B) 26=-28(B) 27=-28(B) 28=-51(B) Trapezoidal Loads (plf) Vert: 24=-140-to-14=-238 21) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 4-6=-50, 6-8=-50, 8-10=-50, 10-24=-20, 14-15=-20, 2-29=-20, 29-30=-50, 19-30=-20, 19-31=-50, 31-32=-20, 32-33=-50, 14-33=-20 Concentrated Loads (lb) Vert: 25=-37(B) 26=-23(B) 27=-23(B) 28=-43(B) Trapezoidal Loads (plf) Vert: 24=-90-to-14=-188 22) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-20, 4-6=-20, 6-8=-20, 8-10=-50, 10-24=-50, 14-15=-50, 2-29=-20, 29-30=-50, 19-30=-20, 19-31=-50, 31-32=-20, 32-33=-50, 14-33=-20 Concentrated Loads (lb) Vert: 25=-37(B) 26=-23(B) 27=-23(B) 28=-43(B) Trapezoidal Loads (plf) Vert: 24=-120-to-14=-218 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-4=-11, 4-6=22, 6-8=-11, 8-10=22, 10-24=9, 14-15=4, 2-14=-6 Horz: 1-2=-8, 2-4=2, 6-8=2, 10-14=17, 14-15=13 Drag: 4-5=0, 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=-110(B) 26=-65(B) 27=-65(B) 28=-72(B) Trapezoidal Loads (plf) Vert: 24=25-to-14=-74 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-6=9, 6-8=9, 8-10=22, 10-24=-11, 14-15=-1, 2-14=-6 Horz: 1-2=-13, 2-4=-17, 6-8=-17, 10-14=-2, 14-15=8 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=-110(B) 26=-65(B) 27=-65(B) 28=-72(B) Trapezoidal Loads (plf) Vert: 24=5-to-14=-93 25) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-4=-31, 4-6=2, 6-8=-31, 8-10=2, 10-24=-12, 14-15=-7, 2-14=-20 Horz: 1-2=7, 2-4=11, 6-8=11, 10-14=8, 14-15=13 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=-98(B) 26=-53(B) 27=-53(B) 28=-60(B) Trapezoidal Loads (plf) Vert: 24=-62-to-14=-161 26) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G14 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106241 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:09:13 2020 Page 5 Timberland Lumber Company, Brazil, IN 47834 ID:lVkXE2T?qmsyg?POFcGDebzNH2_-281x8JIR9n5YMfMlZMfGs4bOGsnNLF4DLg4V1szMTE4 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-7, 2-4=-12, 4-6=-12, 6-8=-12, 8-10=2, 10-24=-31, 14-15=-27, 2-14=-20 Horz: 1-2=-13, 2-4=-8, 6-8=-8, 10-14=-11, 14-15=-7 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=-98(B) 26=-53(B) 27=-53(B) 28=-60(B) Trapezoidal Loads (plf) Vert: 24=-82-to-14=-180 27) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-4=22, 4-6=22, 6-8=22, 8-10=9, 10-24=9, 14-15=4, 2-14=-6 Horz: 1-2=-26, 2-4=-30, 6-8=-30, 10-14=17, 14-15=13 Drag: 4-5=0, 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=-110(B) 26=-65(B) 27=-65(B) 28=-72(B) Trapezoidal Loads (plf) Vert: 24=25-to-14=-74 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-6=9, 6-8=9, 8-10=9, 10-24=22, 14-15=17, 2-14=-6 Horz: 1-2=-13, 2-4=-17, 6-8=-17, 10-14=30, 14-15=26 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=-110(B) 26=-65(B) 27=-65(B) 28=-72(B) Trapezoidal Loads (plf) Vert: 24=38-to-14=-61 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-4=22, 4-6=22, 6-8=22, 8-10=9, 10-24=9, 14-15=4, 2-14=-6 Horz: 1-2=-26, 2-4=-30, 6-8=-30, 10-14=17, 14-15=13 Drag: 4-5=0, 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=-110(B) 26=-65(B) 27=-65(B) 28=-72(B) Trapezoidal Loads (plf) Vert: 24=25-to-14=-74 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-6=9, 6-8=9, 8-10=9, 10-24=22, 14-15=17, 2-14=-6 Horz: 1-2=-13, 2-4=-17, 6-8=-17, 10-14=30, 14-15=26 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=-110(B) 26=-65(B) 27=-65(B) 28=-72(B) Trapezoidal Loads (plf) Vert: 24=38-to-14=-61 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=2, 4-6=2, 6-8=2, 8-10=-12, 10-24=-12, 14-15=-7, 2-14=-20 Horz: 1-2=-26, 2-4=-22, 6-8=-22, 10-14=8, 14-15=13 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=-98(B) 26=-53(B) 27=-53(B) 28=-60(B) Trapezoidal Loads (plf) Vert: 24=-56-to-14=-154 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-4=-12, 4-6=-12, 6-8=-12, 8-10=-12, 10-24=2, 14-15=6, 2-14=-20 Horz: 1-2=-13, 2-4=-8, 6-8=-8, 10-14=22, 14-15=26 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=-98(B) 26=-53(B) 27=-53(B) 28=-60(B) Trapezoidal Loads (plf) Vert: 24=-43-to-14=-141 33) 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: 1-2=-55, 2-4=-58, 4-6=-34, 6-8=-58, 8-10=-34, 10-24=-44, 14-15=-40, 2-29=-20, 29-30=-50, 19-30=-20, 19-31=-50, 31-32=-20, 32-33=-50, 14-33=-20 Horz: 1-2=5, 2-4=8, 6-8=8, 10-14=6, 14-15=10 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=-91(B) 26=-52(B) 27=-52(B) 28=-68(B) Trapezoidal Loads (plf) Vert: 24=-122-to-14=-220 34) 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 Continued on page 6 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G14 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106241 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:09:13 2020 Page 6 Timberland Lumber Company, Brazil, IN 47834 ID:lVkXE2T?qmsyg?POFcGDebzNH2_-281x8JIR9n5YMfMlZMfGs4bOGsnNLF4DLg4V1szMTE4 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-40, 2-4=-44, 4-6=-44, 6-8=-44, 8-10=-34, 10-24=-58, 14-15=-55, 2-29=-20, 29-30=-50, 19-30=-20, 19-31=-50, 31-32=-20, 32-33=-50, 14-33=-20 Horz: 1-2=-10, 2-4=-6, 6-8=-6, 10-14=-8, 14-15=-5 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=-91(B) 26=-52(B) 27=-52(B) 28=-68(B) Trapezoidal Loads (plf) Vert: 24=-136-to-14=-235 35) 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 Uniform Loads (plf) Vert: 1-2=-31, 2-4=-34, 4-6=-34, 6-8=-34, 8-10=-44, 10-24=-44, 14-15=-40, 2-29=-20, 29-30=-50, 19-30=-20, 19-31=-50, 31-32=-20, 32-33=-50, 14-33=-20 Horz: 1-2=-19, 2-4=-16, 6-8=-16, 10-14=6, 14-15=10 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=-91(B) 26=-52(B) 27=-52(B) 28=-68(B) Trapezoidal Loads (plf) Vert: 24=-117-to-14=-215 36) 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: 1-2=-40, 2-4=-44, 4-6=-44, 6-8=-44, 8-10=-44, 10-24=-34, 14-15=-31, 2-29=-20, 29-30=-50, 19-30=-20, 19-31=-50, 31-32=-20, 32-33=-50, 14-33=-20 Horz: 1-2=-10, 2-4=-6, 6-8=-6, 10-14=16, 14-15=19 Drag: 5-6=0, 8-9=-0, 9-10=0 Concentrated Loads (lb) Vert: 25=-91(B) 26=-52(B) 27=-52(B) 28=-68(B) Trapezoidal Loads (plf) Vert: 24=-107-to-14=-205 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G15 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106242 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:09:34 2020 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:lVkXE2T?qmsyg?POFcGDebzNH2_-xAptYUZcDElZNuTnIGXBDVyzgK_omsjJARf6F8zMTDl Scale = 1:99.2 12 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 16 25 26 27 28 29 30 31 32 33 3435 3x6 5x6 6x7 6x6 5x6 6x7 4x14 5x6 5x6 4x6 6x8 M18SHS 3x4 5x6 4x7 5x6 4x9 2x4 4x4 2x4 4x9 4x6 8x8 11-11-14 11-11-14 22-2-12 10-2-14 32-5-10 10-2-14 44-8-0 12-2-6 47-10-6 3-2-6 50-4-8 2-6-2 50-6-0 0-1-8 50-11-8 0-5-8 -1-0-01-0-0 6-1-116-1-11 11-11-145-10-3 19-11-148-0-0 20-2-60-2-9 26-4-06-1-10 32-5-106-1-10 39-6-147-1-4 44-8-05-1-2 47-10-63-2-6 50-4-82-6-2 50-11-8 0-7-051-11-8 1-0-0 1-4-011-3-145-6-1511-6-01-0-02-0-011-6-010.00 12 Plate Offsets (X,Y)-- [2:0-11-7,Edge], [6:0-3-4,0-2-4], [7:0-3-8,0-3-4], [9:0-2-13,0-3-4], [10:0-3-4,0-2-8], [12:0-5-4,0-2-0], [14:0-4-7,0-0-8], [18:Edge,0-4-0], [21:0-0-0,0-2-12], [21:0-2-0,0-5-4] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.94 0.73 0.56 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.57 0.12 (loc) 18-19 18-19 18 l/defl >999 >941 n/a L/d 240 180 n/a PLATES MT20 M18SHS Weight: 311 lb FT = 20% GRIP 169/123 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x6 SPF No.2, 9-10: 2x4 SPF-S 1650F 1.6E 1-5: 2x4 SP 2400F 2.0E BOT CHORD 2x6 SPF No.2 *Except* 11-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -Ì 4-2-14, Right 2x8 SP No.2 -Ì 2-1-7 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-6-8 max.): 6-9, 10-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. WEBS 1 Row at midpt 4-24, 7-24, 7-22, 8-19, 10-19, 10-18 REACTIONS.(lb/size)2=1833/0-3-8, 18=2104/0-3-8, 14=249/0-3-0 Max Horz 2=208(LC 5) Max Uplift 2=-197(LC 34), 18=-428(LC 5), 14=-191(LC 9) Max Grav 2=1916(LC 2), 18=2115(LC 2), 14=261(LC 41) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2325/225, 3-4=-2219/249, 4-5=-2092/231, 5-6=-2031/260, 6-7=-1572/256, 7-8=-1948/257, 8-9=-1537/262, 9-10=-2088/242 BOT CHORD 2-25=-313/1608, 25-26=-313/1608, 24-26=-313/1608, 23-24=-298/1925, 23-27=-298/1925, 27-28=-298/1925, 22-28=-298/1925, 21-22=-254/1843, 21-29=-254/1843, 29-30=-254/1843, 20-30=-254/1843, 19-20=-254/1843, 19-31=-139/1489, 31-32=-139/1489, 18-32=-139/1489, 17-18=-469/322, 11-17=-283/124 WEBS 6-24=-63/931, 7-24=-681/221, 8-22=-61/351, 8-19=-712/228, 9-19=-99/925, 10-18=-2177/237 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; porch right exposed; 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) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 14. This connection is for uplift only and does not consider lateral forces. 8) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 18. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) "NAILED" indicates 3-10d Nails (0.148" x 3") toe-nails per NDS guidelines. 11) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) StandardContinued on page 2 April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G15 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106242 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:09:34 2020 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:lVkXE2T?qmsyg?POFcGDebzNH2_-xAptYUZcDElZNuTnIGXBDVyzgK_omsjJARf6F8zMTDl LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-9=-60, 9-10=-60, 10-12=-60, 12-15=-60, 2-18=-20, 14-17=-20 Concentrated Loads (lb) Vert: 33=-9(B) 34=-9(B) 35=29(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G16 Truss Type Half Hip Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106243 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:01 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-UHQUwlu8ToqN?2VghVkIvnRMj72qc4lmmlsvOKzMX?C Scale = 1:15.5 1 2 3 4 5 8 7 6 9 10 2x4 4x4 2x4 4x4 2x4 2x4 2x4 TJC37 Special 0-5-80-5-8 2-6-02-0-8 -1-0-0 1-0-0 1-3-15 1-3-15 2-6-0 1-2-1 1-2-02-5-1512.00 12 Plate Offsets (X,Y)-- [4:0-2-8,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.09 0.07 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 7=0-3-0 Max Horz 7=67(LC 8) Max Uplift 6=-98(LC 5), 7=-63(LC 8) Max Grav 6=11(LC 35), 7=183(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; porch left and right exposed; 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-3-15 from the left end to connect truss(es) to back face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 lb down and 59 lb up at 1-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 6-8=-20 Concentrated Loads (lb) Vert: 9=54(B) 10=12(B) April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G17 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 WF61 Job Reference (optional) I41106244 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:12:34 2020 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:lVkXE2T?qmsyg?POFcGDebzNH2_-gohwJ2kWqYQ1zYDNr3lPWTQkiuVWxEHpZRGeZjzMTAx Scale = 1:62.6 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10161718192021222324 25 266x10 8x9 8x8 4x9 6x6 8x8 6x10 8x9 8x8 2x8 8x8 7x12 6x6 8x8 2x8 3-9-103-9-10 6-9-103-0-0 11-10-05-0-6 16-10-65-0-6 19-10-63-0-0 23-8-03-9-10 3-9-10 3-9-10 6-9-10 3-0-0 11-10-0 5-0-6 16-10-6 5-0-6 19-10-6 3-0-0 23-8-0 3-9-10 1-6-05-3-1010-4-01-6-05-3-1012.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-3-12], [4:0-2-12,0-3-8], [6:0-2-12,0-3-8], [7:0-6-4,0-3-12], [10:0-4-4,0-1-0], [11:0-3-8,0-4-12], [12:0-6-4,0-3-8], [14:0-3-8,0-4-12], [15:0-4-4,0-1-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.85 0.38 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.38 0.07 (loc) 11-12 11-12 9 l/defl >999 >742 n/a L/d 240 180 n/a PLATES MT20 Weight: 582 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x6 SP No.1 *Except* 3-4,6-7: 2x6 SPF No.2, 4-5,5-6: 2x4 SPF No.2 BOT CHORD 2x8 SP 2250F 1.8E WEBS 2x4 SPF No.2 *Except* 5-12: 2x4 SPF-S 1650F 1.6E SLIDER Left 2x6 SPF No.2 -Ì 2-10-6, Right 2x6 SPF No.2 -Ì 2-10-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-7 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=10237/(0-3-8 + Two SBP4 USP) (req. 0-5-10), 9=10642/(0-3-8 + Two SBP4 USP) (req. 0-5-14) Max Horz 1=188(LC 5) Max Uplift 1=-1111(LC 8), 9=-1145(LC 9) Max Grav 1=10806(LC 2), 9=11220(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11570/1192, 2-3=-11531/1207, 3-4=-11179/1197, 4-5=-9778/1094, 5-6=-9778/1094, 6-7=-11320/1199, 7-8=-11822/1224, 8-9=-11856/1208 BOT CHORD 1-16=-816/7417, 16-17=-816/7417, 15-17=-816/7417, 15-18=-824/7494, 14-18=-824/7494, 14-19=-1191/11262, 19-20=-1191/11262, 13-20=-1191/11262, 13-21=-1191/11262, 12-21=-1191/11262, 12-22=-1117/11400, 22-23=-1117/11400, 11-23=-1117/11400, 11-24=-736/7705, 10-24=-736/7705, 10-25=-728/7618, 25-26=-728/7618, 9-26=-728/7618 WEBS 3-15=-255/2499, 3-14=-736/7123, 4-14=-2779/336, 4-12=-6055/758, 5-12=-1417/13454, 6-12=-6244/761, 6-11=-2647/334, 7-11=-716/6988, 7-10=-284/2824 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-5-0 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Two SBP4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 9. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 9-0-8 oc max. starting at 1-2-12 from the left end to 22-3-4 to connect truss(es) to front face of bottom chord. Continued on page 2 April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G17 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 WF61 Job Reference (optional) I41106244 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:12:34 2020 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:lVkXE2T?qmsyg?POFcGDebzNH2_-gohwJ2kWqYQ1zYDNr3lPWTQkiuVWxEHpZRGeZjzMTAx NOTES- 11) Use USP JL28 (With 10-16d nails into Girder & 6-10d x 1-1/2 nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 15-2-12 from the left end to 21-2-12 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 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, 4-5=-60, 5-6=-60, 6-7=-60, 7-9=-60, 1-9=-20 Concentrated Loads (lb) Vert: 11=-1595(F) 16=-1588(F) 17=-1588(F) 18=-1588(F) 19=-1588(F) 20=-1588(F) 21=-1588(F) 22=-1588(F) 23=-1595(F) 24=-1595(F) 25=-1595(F) 26=-1488(F) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G18 Truss Type Roof Special Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106245 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:04 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-vs6dYmw0mjCysVEFNdH?WP3j9K?PpKkCSj4Z?fzMX?9 Scale = 1:65.9 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 121819202122232425 4x4 4x6 4x4 4x6 4x4 4x6 4x6 4x8 4x4 3x10 4x4 4x8 5x6 4x6 5x6 TJC37 Special LU24 Special 4-4-144-4-14 11-10-07-5-2 19-3-27-5-2 23-8-04-4-14 -1-0-0 1-0-0 1-4-14 1-4-14 4-4-14 3-0-0 8-1-7 3-8-9 11-10-0 3-8-9 15-6-9 3-8-9 19-3-2 3-8-9 22-3-2 3-0-0 23-8-0 1-4-14 24-8-0 1-0-0 1-6-02-10-1410-4-01-6-02-10-1412.00 12 Plate Offsets (X,Y)-- [3:0-2-4,0-1-12], [4:0-3-0,0-2-4], [5:0-1-12,0-2-0], [6:0-2-0,0-1-12], [7:0-1-12,0-2-0], [8:0-3-0,0-2-4], [9:0-2-4,0-1-12], [12:Edge,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.72 0.40 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.29 0.02 (loc) 14-16 14-16 12 l/defl >999 >970 n/a L/d 240 180 n/a PLATES MT20 Weight: 141 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,10-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins, except end verticals, and 2-0-0 oc purlins (5-1-9 max.): 3-4, 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)17=0-3-8, 12=0-3-8 Max Horz 17=-227(LC 6) Max Uplift 17=-255(LC 8), 12=-255(LC 9) Max Grav 17=1043(LC 1), 12=1043(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-878/172, 3-4=-1194/230, 4-5=-1838/427, 5-6=-903/247, 6-7=-902/247, 7-8=-1837/428, 8-9=-1193/230, 9-10=-878/172, 2-17=-879/174, 10-12=-879/174 BOT CHORD 16-17=-182/547, 14-16=-138/881, 13-14=-83/827, 12-13=-62/444 WEBS 3-16=-167/1030, 4-16=-1458/362, 5-16=-291/934, 5-14=-439/234, 6-14=-265/979, 7-14=-439/234, 7-13=-291/934, 8-13=-1458/362, 9-13=-167/1031 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 17 and 12. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-6-0 from the left end to connect truss(es) to back face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 9) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 21-7-4 from the left end to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 68 lb up at 2-0-12, and 53 lb down and 52 lb up at 22-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) StandardContinued on page 2 April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G18 Truss Type Roof Special Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106245 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:04 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-vs6dYmw0mjCysVEFNdH?WP3j9K?PpKkCSj4Z?fzMX?9 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 6-8=-60, 8-9=-60, 9-10=-60, 10-11=-60, 12-17=-20 Concentrated Loads (lb) Vert: 18=-13(B) 19=-28(B) 24=-28(B) 25=-13(B) 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss G19 Truss Type Hip Girder Qty 1 Ply 1 WF61 Job Reference (optional) I41106246 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:05 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-N3f?m6xfW1KpUfpRwLoE3dc3kkQHYtdMhNq7X5zMX?8 Scale = 1:11.7 1 2 3 4 56 78 9 4x4 4x4 3x4 3x4 3x4 TJC37 Special TJC37 1-10-01-10-0 3-8-01-10-0 -0-3-0 0-3-0 1-4-3 1-4-3 2-3-13 0-11-11 3-8-0 1-4-3 3-11-0 0-3-0 0-5-51-9-80-5-51-9-812.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0], [4:0-2-8,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 5=0-3-8 Max Horz 2=-30(LC 6) Max Uplift 2=-59(LC 8), 5=-70(LC 9) Max Grav 2=228(LC 1), 5=228(LC 1) 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left 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. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 5. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 1-4-3 from the left end to connect truss(es) to front face of bottom chord, skewed 39.8 deg.to the left, sloping 0.0 deg. down. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-3-13 from the left end to connect truss(es) to front face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 41 lb up at 1-10-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=-45(F) 8=-46(F) 9=-47(F)April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H1 Truss Type Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106247 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:15 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-4_GnsX3wA6bOgBaMWR_aTk0gVmhtuOkq_wFftWzMX?_ Scale = 1:49.6 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 4x6 4x6 2x4 4x8 4x8 3x4 4x8 6x8 2x4 6x8 6-4-16-4-1 15-7-159-3-14 22-0-06-4-1 -1-0-0 1-0-0 6-4-1 6-4-1 11-0-0 4-7-15 15-7-15 4-7-15 22-0-0 6-4-1 23-0-0 1-0-0 1-6-07-10-11-6-07-10-112.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-4-4,0-1-12], [5:0-4-4,0-1-12], [6:0-3-8,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.39 0.67 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.52 0.02 (loc) 9-11 9-11 8 l/defl >999 >503 n/a L/d 240 180 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-11 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 4-11, 4-9 REACTIONS. (size)12=0-3-8, 8=0-3-8 Max Horz 12=179(LC 11) Max Uplift 12=-104(LC 12), 8=-104(LC 13) Max Grav 12=937(LC 1), 8=937(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-901/177, 3-4=-539/189, 4-5=-539/188, 5-6=-901/177, 2-12=-887/197, 6-8=-887/197 BOT CHORD 11-12=-205/277, 9-11=-125/623 WEBS 3-11=-36/315, 5-9=-35/315, 2-11=-95/502, 6-9=-98/503 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-1, Exterior(2) 6-4-1 to 10-6-15, Interior(1) 10-6-15 to 15-7-15, Exterior(2) 15-7-15 to 19-10-14, Interior(1) 19-10-14 to 23-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12. This connection is for uplift only and does not consider lateral forces. 7) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H2 Truss Type Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106248 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:24 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-JjJAlcAZ2tk6Fam5YqehKdu84Op5VRn92qwdhVzMX_r Scale = 1:57.6 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 8x8 4x6 4x4 3x4 4x4 4x8 6x8 4x4 6x8 8-0-18-0-1 13-11-155-11-14 22-0-08-0-1 -1-0-0 1-0-0 8-0-1 8-0-1 13-11-15 5-11-14 22-0-0 8-0-1 23-0-0 1-0-0 1-6-09-6-11-6-09-6-112.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-12], [3:0-5-0,0-1-12], [5:0-2-4,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.72 0.40 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.32 0.02 (loc) 10-11 10-11 7 l/defl >999 >808 n/a L/d 240 180 n/a PLATES MT20 Weight: 116 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11,5-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS. (size)11=0-3-8, 7=0-3-8 Max Horz 11=-214(LC 10) Max Uplift 11=-207(LC 12), 7=-207(LC 13) Max Grav 11=935(LC 1), 7=935(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-873/278, 3-4=-561/300, 4-5=-873/278, 2-11=-859/302, 5-7=-859/302 BOT CHORD 10-11=-364/511, 8-10=-117/542, 7-8=-282/447 WEBS 2-10=-163/359, 5-8=-166/361 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-1, Exterior(2) 8-0-1 to 12-2-15, Interior(1) 12-2-15 to 13-11-15, Exterior(2) 13-11-15 to 18-2-14, Interior(1) 18-2-14 to 23-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. This connection is for uplift only and does not consider lateral forces. 7) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H3 Truss Type Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106249 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:29 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-gg63oKEitPMPMLe2KNEs1hc55PWGAY3uC6eOMizMX_m Scale = 1:67.7 1 2 3 4 5 6 7 8 910 15 14 13 12 11 16 17 18 19 20 21 22 23 3x4 4x4 4x8 3x4 3x4 3x10 4x4 3x4 4x4 4x4 4x4 4x4 4x4 7-5-37-5-3 14-6-147-1-11 22-0-07-5-2 -1-0-0 1-0-0 4-11-12 4-11-12 9-8-1 4-8-4 12-3-15 2-7-14 17-0-4 4-8-4 22-0-0 4-11-12 23-0-0 1-0-0 1-6-011-2-11-6-011-2-112.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [5:0-2-4,0-1-12], [6:0-4-4,0-1-0], [9:0-2-0,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.26 0.47 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.21 0.03 (loc) 12-14 11-12 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 134 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-15 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 6-14 REACTIONS. (size)15=0-3-8, 11=0-3-8 Max Horz 15=245(LC 11) Max Uplift 15=-210(LC 12), 11=-210(LC 13) Max Grav 15=1012(LC 19), 11=1019(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-345/230, 3-5=-934/393, 5-6=-553/312, 6-8=-945/395, 8-9=-344/229, 2-15=-388/247, 9-11=-386/246 BOT CHORD 14-15=-174/716, 12-14=-47/512, 11-12=-58/625 WEBS 3-14=-285/289, 5-14=-182/430, 6-12=-228/505, 8-12=-290/291, 3-15=-822/76, 8-11=-834/77 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-1, Exterior(2) 9-8-1 to 16-6-14, Interior(1) 16-6-14 to 23-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 15. This connection is for uplift only and does not consider lateral forces. 7) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H4 Truss Type Half Hip Qty 5 Ply 1 WF61 Job Reference (optional) I41106250 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:30 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-8sgS?fEKejUFzVDFu5l5au8FGpuLvA01RmNyu8zMX_l Scale = 1:34.6 1 2 3 4 6 5 7 8 4x4 2x4 4x8 2x4 3x4 6-0-06-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 6-0-0 1-0-0 1-4-05-6-010.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-2-0,0-1-13] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.36 0.35 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.19 -0.00 (loc) 5-6 5-6 5 l/defl >999 >359 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 6=0-3-8 Max Horz 6=136(LC 12) Max Uplift 5=-103(LC 12) Max Grav 5=221(LC 1), 6=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-0-0, Exterior(2) 5-0-0 to 5-10-4 zone; cantilever left and right exposed ; 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=103. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H5 Truss Type Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106251 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:31 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-c3EqD?FyP0c6bfoRSoGK66hPQDDiedTBfQ7VRbzMX_k Scale = 1:45.9 1 2 3 4 5 6 10 9 8 7 11 12 13 14 5x8 4x6 3x4 5x8 5x8 3x4 6x8 6x8 6-9-136-9-13 10-10-34-0-5 17-8-06-9-13 -1-0-0 1-0-0 6-4-1 6-4-1 11-3-15 4-11-14 17-8-0 6-4-1 18-8-0 1-0-0 1-6-07-10-11-6-03-3-34-6-1412.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-6-4,0-1-12], [4:0-4-4,0-1-12], [5:0-3-8,Edge], [7:0-1-12,0-1-8], [8:0-2-12,0-2-8], [9:0-5-4,0-2-0], [10:0-1-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.40 0.34 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.25 0.09 (loc) 9-10 9-10 7 l/defl >999 >823 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-3 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. (size)10=0-3-8, 7=0-3-8 Max Horz 10=181(LC 11) Max Uplift 10=-91(LC 12), 7=-91(LC 13) Max Grav 10=764(LC 1), 7=764(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1051/130, 3-4=-677/144, 4-5=-1051/129, 2-10=-774/195, 5-7=-774/214 BOT CHORD 9-10=-226/366, 8-9=-153/677, 7-8=-130/279 WEBS 3-9=-51/376, 4-8=-48/377, 2-9=-3/499, 5-8=-124/530 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-1, Exterior(2) 6-4-1 to 10-6-15, Interior(1) 10-6-15 to 11-3-15, Exterior(2) 11-3-15 to 15-6-14, Interior(1) 15-6-14 to 18-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 6) Bearing at joint(s) 10, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10. This connection is for uplift only and does not consider lateral forces. 8) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H6 Truss Type Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106252 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:32 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-4FoCQLGaAKkzDpNd0VnZfJEdcdVDNxZKu4s2z1zMX_j Scale = 1:55.6 1 2 3 4 5 6 7 8 12 11 10 9 13 14 4x4 4x8 5x8 5x8 4x4 4x4 3x4 4x6 3x4 4x6 8-5-138-5-13 9-2-30-8-5 17-8-08-5-13 -1-0-0 1-0-0 4-1-12 4-1-12 8-0-1 3-10-4 9-7-15 1-7-14 13-6-4 3-10-4 17-8-0 4-1-12 18-8-0 1-0-0 1-6-09-6-11-6-04-1-35-4-1412.00 12 6.00 12 Plate Offsets (X,Y)-- [3:0-1-12,0-2-0], [4:0-2-4,0-1-12], [5:0-6-4,0-1-12], [6:0-1-12,0-2-0], [9:0-2-15,0-2-0], [10:0-5-12,0-2-0], [11:0-2-12,0-3-0], [12:0-2-15,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.24 0.58 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.54 0.12 (loc) 9-10 9-10 9 l/defl >999 >387 n/a L/d 240 180 n/a PLATES MT20 Weight: 98 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)12=0-3-8, 9=0-3-8 Max Horz 12=214(LC 11) Max Uplift 12=-93(LC 12), 9=-93(LC 13) Max Grav 12=764(LC 1), 9=764(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-262/113, 3-4=-893/109, 4-5=-603/122, 5-6=-890/120, 6-7=-258/111, 2-12=-297/144, 7-9=-291/145 BOT CHORD 11-12=-215/824, 10-11=-69/631, 9-10=-36/723 WEBS 4-11=-10/395, 5-10=-13/406, 3-12=-881/64, 6-9=-880/64 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-1, Exterior(2) 8-0-1 to 13-8-4, Interior(1) 13-8-4 to 18-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 6) Bearing at joint(s) 12, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12. This connection is for uplift only and does not consider lateral forces. 8) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H7 Truss Type Half Hip Qty 2 Ply 1 WF61 Job Reference (optional) I41106253 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:33 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-YRMaehHDwesqryyqZDIoCXmmU1xq6YAU7kccVTzMX_i Scale = 1:33.2 1 2 3 4 7 6 58 9 2x4 3x4 2x4 4x6 3x4 5x6 4-10-11 4-10-11 5-0-0 0-1-5 6-0-0 1-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 6-0-0 1-0-0 1-4-05-6-03-7-01-11-010.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [3:0-4-4,0-2-0], [6:0-2-0,0-2-4] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.36 0.23 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.03 -0.10 0.00 (loc) 6-7 6-7 5 l/defl >999 >700 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=136(LC 12) Max Uplift 5=-104(LC 12) Max Grav 5=221(LC 1), 7=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-257/107 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-0-0, Exterior(2) 5-0-0 to 5-10-4 zone; cantilever left and right exposed ; 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. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=104. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H8 Truss Type Half Hip Qty 2 Ply 1 WF61 Job Reference (optional) I41106254 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:35 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-VqTL3NITSF6Y4G6CheLGHyr9DqbSaREma25iaMzMX_g Scale = 1:29.0 1 2 3 4 6 5 7 8x8 2x4 3x4 2x4 3x4 6-0-06-0-0 -1-0-0 1-0-0 3-0-1 3-0-1 6-0-0 2-11-15 1-6-04-6-112.00 12 Plate Offsets (X,Y)-- [3:0-6-8,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.15 0.35 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.19 0.00 (loc) 5-6 5-6 5 l/defl >999 >359 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 6=0-3-8 Max Horz 6=142(LC 12) Max Uplift 5=-103(LC 9), 6=-25(LC 12) Max Grav 5=221(LC 1), 6=304(LC 1) 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-1, Exterior(2) 3-0-1 to 5-10-4 zone; cantilever left and right exposed ; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=103. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H9 Truss Type Half Hip Qty 2 Ply 1 WF61 Job Reference (optional) I41106255 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:38 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-vP9ThOLLlAU7xkqnMmuzvaTcd2cDnnEDG?JNAhzMX_d Scale = 1:38.6 1 2 3 4 6 5 7 4x4 2x4 4x8 2x4 3x4 6-0-06-0-0 -1-0-0 1-0-0 4-8-1 4-8-1 6-0-0 1-3-15 1-6-06-2-112.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-2-8,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.40 0.35 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.19 -0.00 (loc) 5-6 5-6 5 l/defl >999 >359 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 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: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 6=0-3-8 Max Horz 6=207(LC 12) Max Uplift 5=-171(LC 12) Max Grav 5=256(LC 19), 6=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-1, Exterior(2) 4-8-1 to 5-10-4 zone; cantilever left and right exposed ; 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=171. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H10 Truss Type Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106256 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:16 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-YAq93t4YxPjFIL9Z48Vp?xZk8A?idjczCa_CPyzMX_z Scale = 1:84.9 12 3 4 5 6 7 8 9 10 11 12 13 25 24 23 22 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 33 34 35 3x6 5x8 3x6 5x8 2x4 4x6 6x8 2x4 3x4 4x6 3x4 4x6 3x10 2x4 4x8 3x4 5x6 4x6 5x12 MT20HS 3x6 4x6 5x10 3x6 2-6-82-6-8 7-11-45-4-12 13-4-05-4-12 20-7-97-3-9 27-9-67-1-13 35-0-157-3-9 44-8-09-7-1 -1-0-0 1-0-0 2-6-8 2-6-8 9-7-1 7-0-9 13-4-0 3-8-15 20-7-9 7-3-9 27-9-6 7-1-13 35-0-15 7-3-9 39-6-12 4-5-13 44-8-0 5-1-4 45-8-0 1-0-0 1-4-09-3-141-4-01-0-09-3-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-1-0,0-2-0], [5:0-4-0,0-1-4], [10:0-6-4,0-2-0], [11:0-1-12,0-3-0], [12:0-3-0,0-1-4], [19:0-1-12,0-2-0], [21:0-2-4,0-2-12], [23:0-7-4,0-2-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.85 0.82 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.70 0.24 (loc) 14-15 14-15 14 l/defl >999 >759 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 257 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 5-8,8-10: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-14 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-4-3 oc bracing: 22-23 9-5-11 oc bracing: 17-19. 1 Row at midpt 6-21 WEBS 1 Row at midpt 7-21, 7-19, 7-17, 9-17, 11-14 REACTIONS. (size)14=0-3-8, 25=0-3-8 Max Horz 25=-204(LC 10) Max Uplift 14=-196(LC 8), 25=-196(LC 9) Max Grav 14=1844(LC 1), 25=1844(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2591/425, 3-5=-2376/416, 5-6=-2074/431, 6-7=-2073/433, 7-9=-2099/448, 9-10=-2099/448, 10-11=-2050/404, 11-12=-420/143, 2-25=-1771/292, 12-14=-432/172 BOT CHORD 22-23=-506/2106, 21-22=-327/1649, 6-21=-355/140, 17-19=-388/2206, 15-17=-180/1524, 14-15=-180/1483 WEBS 3-22=-507/289, 5-22=-57/347, 5-21=-252/1040, 19-21=-383/2150, 7-21=-286/126, 9-17=-458/170, 10-17=-251/997, 10-15=-65/345, 11-14=-1849/251, 2-23=-321/2003 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 9-7-1, Exterior(2) 9-7-1 to 15-10-14, Interior(1) 15-10-14 to 35-0-15, Exterior(2) 35-0-15 to 41-4-12, Interior(1) 41-4-12 to 45-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14. This connection is for uplift only and does not consider lateral forces. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 25. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H11 Truss Type Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106257 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:17 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-0MOXHD4Aijr6wVklds02Y96?AaJUM9i7REklxPzMX_y Scale = 1:85.5 12 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 36 37 38 3x6 5x6 3x6 6x8 3x6 2x4 4x6 8x10 2x4 4x8 4x6 3x4 3x4 4x8 3x4 3x4 4x4 3x4 4x4 4x6 5x12 MT20HS 3x6 4x6 5x10 3x4 2-6-82-6-8 7-3-34-8-11 13-4-06-0-13 19-9-66-5-6 27-11-128-2-6 36-2-28-2-6 44-8-08-5-14 -1-0-0 1-0-0 2-6-8 2-6-8 7-3-3 4-8-11 11-11-14 4-8-11 13-4-0 1-4-2 19-9-6 6-5-6 26-2-12 6-5-6 32-8-2 6-5-6 38-6-5 5-10-3 44-8-0 6-1-11 45-8-0 1-0-0 1-4-011-3-141-4-01-0-011-3-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-2-8,0-2-0], [5:0-1-8,0-1-8], [6:0-4-4,0-2-0], [11:0-6-4,0-2-0], [13:0-1-4,0-2-0], [14:0-2-8,0-1-8], [21:0-2-12,0-1-8], [23:0-4-8,0-2-0], [25:0-7-0,0-2-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.51 0.91 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.59 0.23 (loc) 19-21 19-21 16 l/defl >999 >908 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 270 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-10 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-7-8 oc bracing: 24-25 6-0-0 oc bracing: 21-22. 1 Row at midpt 7-23 WEBS 1 Row at midpt 5-23, 9-23, 9-21, 10-21, 10-19, 13-16 REACTIONS. (size)16=0-3-8, 27=0-3-8 Max Horz 27=242(LC 11) Max Uplift 16=-198(LC 13), 27=-198(LC 12) Max Grav 16=1892(LC 2), 27=1844(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2560/394, 3-5=-2402/402, 5-6=-2052/417, 6-7=-1659/392, 7-9=-1658/393, 9-10=-1813/422, 10-11=-1758/400, 11-13=-2156/459, 13-14=-438/190, 2-27=-1786/298, 14-16=-454/207 BOT CHORD 24-25=-471/2058, 23-24=-340/1779, 7-23=-259/118, 19-21=-256/1812, 17-19=-150/1467, 16-17=-170/1590 WEBS 3-24=-309/173, 5-24=-23/299, 5-23=-484/193, 6-23=-222/1115, 21-23=-283/1807, 9-23=-377/166, 10-19=-545/218, 11-19=-181/798, 11-17=-163/464, 13-16=-1959/206, 25-27=-251/230, 2-25=-251/1912 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 11-11-14, Exterior(2) 11-11-14 to 18-3-11, Interior(1) 18-3-11 to 32-8-2, Exterior(2) 32-8-2 to 38-11-15, Interior(1) 38-11-15 to 45-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 16. This connection is for uplift only and does not consider lateral forces. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 27. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H12 Truss Type Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106258 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:18 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-UZyvUZ5oT1zyXfIxBZXH5MeE3_gZ5esGguTJTrzMX_x Scale = 1:56.5 1 2 3 4 5 6 7 10 9 8 11 12 13 14 5x6 5x6 4x4 5x12 MT20HS 4x4 4x4 3x6 3x6 4x4 10-0-010-0-0 20-0-010-0-0 -1-0-0 1-0-0 4-11-6 4-11-6 9-7-3 4-7-14 10-4-13 0-9-10 15-0-10 4-7-14 20-0-0 4-11-6 1-4-09-4-01-4-09-4-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [4:0-3-0,0-2-1], [5:0-3-0,0-2-1], [8:0-2-12,0-1-8], [9:0-6-0,0-3-0], [10:0-2-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.24 0.79 0.53 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.56 0.03 (loc) 8-9 9-10 8 l/defl >999 >424 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 107 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-3-8, 8=0-3-8 Max Horz 10=192(LC 9) Max Uplift 10=-203(LC 12), 8=-184(LC 13) Max Grav 10=859(LC 1), 8=786(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-335/171, 3-4=-683/269, 4-5=-562/264, 5-6=-684/274, 6-7=-268/127, 2-10=-363/196, 7-8=-263/134 BOT CHORD 9-10=-192/626, 8-9=-120/564 WEBS 4-9=-129/276, 5-9=-133/286, 3-10=-628/115, 6-8=-647/161 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-7-3, Exterior(2) 9-7-3 to 14-7-11, Interior(1) 14-7-11 to 19-10-4 zone; cantilever left and right exposed ; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=184. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H13 Truss Type Half Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106259 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:19 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-zlWIiv6RDK5p9pt7lH2WdaBRMNBaqDeQvYDs0HzMX_w Scale = 1:29.0 1 2 3 4 5 9 8 7 6 10 2x4 3x4 2x4 2x4 2x4 4x4 3x4 3x4 2-8-02-8-0 6-0-03-4-0 -1-0-0 1-0-0 2-8-0 2-8-0 3-0-1 0-4-1 6-0-0 2-11-15 1-6-04-6-13-6-11-0-04-6-112.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [4:0-2-8,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.08 0.10 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.02 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 9=0-3-8 Max Horz 9=104(LC 12) Max Uplift 6=-64(LC 9), 9=-13(LC 12) Max Grav 6=221(LC 1), 9=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-291/79 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-1, Exterior(2) 3-0-1 to 5-10-4 zone; cantilever left and right exposed ; 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H14 Truss Type Half Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106260 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:20 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-Rx3gvF73_eDgnzSKJ_ZlAnkconWEZeaZ7CyQYjzMX_v Scale = 1:38.6 1 2 3 4 5 9 8 7 6 10 3x4 2x4 3x4 2x4 3x4 2x4 3x4 3x4 2-8-02-8-0 6-0-03-4-0 -1-0-0 1-0-0 2-8-0 2-8-0 4-8-1 2-0-1 6-0-0 1-3-15 1-6-06-2-15-2-11-0-06-2-112.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-0-12,0-1-8], [4:0-2-8,0-2-0], [8:0-1-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.10 0.14 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.02 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 35 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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: 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 9=0-3-8 Max Horz 9=155(LC 12) Max Uplift 6=-119(LC 12) Max Grav 6=221(LC 1), 9=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-293/31 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-1, Exterior(2) 4-8-1 to 5-10-4 zone; cantilever left and right exposed ; 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=119. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H15 Truss Type Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106261 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:21 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-v8d26a7hlyLXO61Wsi4_i?GhbBqgI5_jMsiz4AzMX_u Scale = 1:49.3 1 2 3 4 5 9 8 7 6 10 11 12 6x8 4x6 5x6 3x4 5x6 4x8 6x8 3x4 6-6-06-6-0 7-9-81-3-8 14-3-86-6-0 -1-0-0 1-0-0 6-6-0 6-6-0 7-9-8 1-3-8 14-3-8 6-6-0 1-6-08-0-01-6-08-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-6-4,0-1-12], [5:0-3-4,0-1-8], [8:0-3-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.48 0.32 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.15 0.01 (loc) 6-7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 83 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, 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. (size)9=0-3-8, 6=0-3-8 Max Horz 9=-159(LC 10) Max Uplift 9=-77(LC 12), 6=-65(LC 12) Max Grav 9=632(LC 1), 6=557(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-532/127, 3-4=-313/156, 4-5=-524/124, 2-9=-572/156, 5-6=-495/121 BOT CHORD 8-9=-220/289, 7-8=-42/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-6-0, Exterior(2) 6-6-0 to 12-0-7, Interior(1) 12-0-7 to 14-1-12 zone; cantilever left and right exposed ; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 9 and 6. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H16 Truss Type Half Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106262 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:21 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-v8d26a7hlyLXO61Wsi4_i?GhOBnbI1VjMsiz4AzMX_u Scale = 1:57.7 1 2 3 4 5 8 7 6 9 10 11 12 4x6 2x4 5x8 4x4 3x4 4x4 3x4 8-0-148-0-14 14-3-86-2-10 -1-0-0 1-0-0 4-2-3 4-2-3 8-0-14 3-10-11 14-3-8 6-2-10 1-6-09-6-1412.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [5:0-1-12,0-1-8], [7:0-3-8,0-3-4], [8:0-1-12,0-2-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.50 0.45 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.32 0.01 (loc) 7-8 7-8 6 l/defl >999 >520 n/a L/d 240 180 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-7 REACTIONS. (size)6=0-3-8, 8=0-3-8 Max Horz 8=257(LC 12) Max Uplift 6=-140(LC 12), 8=-23(LC 12) Max Grav 6=578(LC 2), 8=632(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-399/64, 5-6=-514/205, 2-8=-278/157 BOT CHORD 7-8=-195/335 WEBS 5-7=-164/401, 3-8=-365/0 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-14, Exterior(2) 8-0-14 to 12-3-12, Interior(1) 12-3-12 to 14-1-12 zone; cantilever left and right exposed ; 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6 and 8. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H17 Truss Type Half Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106263 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:22 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-NKBQKw8JWFTO0GciQPcDFCpwCb7Z1S2sbWRWcczMX_t Scale = 1:67.2 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 3x4 6x8 2x4 3x4 5x8 4x4 3x4 3x4 7-1-127-1-12 14-3-87-1-12 -1-0-0 1-0-0 4-11-12 4-11-12 9-8-1 4-8-4 14-3-8 4-7-7 1-6-011-2-112.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [5:0-6-4,0-1-12], [8:0-4-0,0-3-0], [9:0-1-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.24 0.47 0.46 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.24 0.01 (loc) 7-8 7-8 7 l/defl >999 >705 n/a L/d 240 180 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, 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 6-7, 5-7 REACTIONS. (size)7=0-3-8, 9=0-3-8 Max Horz 9=306(LC 12) Max Uplift 7=-188(LC 12) Max Grav 7=602(LC 19), 9=642(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-261/164, 3-5=-500/96, 2-9=-317/186 BOT CHORD 8-9=-205/381 WEBS 3-8=-276/244, 5-7=-468/212, 3-9=-463/0, 5-8=-185/527 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-1, Exterior(2) 9-8-1 to 14-1-12 zone; cantilever left and right exposed ; 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H18 Truss Type Half Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106264 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:23 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-rWloXG9xHZbFeQBv_67SoQM3Y?TcmwD?pAB492zMX_s Scale = 1:77.1 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 3x4 6x8 2x4 4x4 5x8 4x4 4x4 3x4 7-1-127-1-12 14-3-87-1-12 -1-0-0 1-0-0 5-9-12 5-9-12 11-4-1 5-6-4 14-3-8 2-11-7 1-6-012-10-112.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-0-0], [5:0-6-4,0-1-12], [8:0-4-0,0-3-0], [9:0-1-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.33 0.48 0.40 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.25 0.01 (loc) 7-8 7-8 7 l/defl >999 >672 n/a L/d 240 180 n/a PLATES MT20 Weight: 101 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 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.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7, 5-7, 5-8, 4-9 REACTIONS. (size)7=0-3-8, 9=0-3-8 Max Horz 9=356(LC 12) Max Uplift 7=-246(LC 12) Max Grav 7=660(LC 19), 9=646(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-315/210, 4-5=-549/120, 2-9=-371/215 BOT CHORD 8-9=-208/389 WEBS 4-8=-372/317, 5-7=-532/276, 5-8=-276/655, 4-9=-478/79 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-4-1, Exterior(2) 11-4-1 to 14-1-12 zone; cantilever left and right exposed ; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H19 Truss Type Half Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106265 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:23 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-rWloXG9xHZbFeQBv_67SoQM1S?T1mv7?pAB492zMX_s Scale = 1:84.8 12 3 4 5 6 9 8 7 10 11 3x4 4x4 3x4 2x4 5x8 4x8 5x6 3x4 6-7-126-7-12 14-3-87-7-12 -1-0-0 1-0-0 6-7-12 6-7-12 13-0-1 6-4-4 14-3-8 1-3-7 1-6-014-6-112.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-1-8,0-2-4], [8:0-4-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.46 0.45 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.32 0.01 (loc) 7-8 7-8 7 l/defl >999 >524 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 8-5-7 oc bracing. WEBS 1 Row at midpt 6-7, 3-7 REACTIONS. (size)7=0-3-8, 9=0-3-8 Max Horz 9=407(LC 12) Max Uplift 7=-313(LC 12) Max Grav 7=649(LC 19), 9=632(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-576/0, 3-5=-516/200, 5-6=-273/211, 2-9=-581/0 BOT CHORD 8-9=-486/475, 7-8=-202/372 WEBS 3-8=-7/301, 3-7=-532/291, 2-8=-121/357, 3-6=-278/357 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-1, Exterior(2) 13-0-1 to 14-1-12 zone; cantilever left and right exposed ; 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H20 Truss Type Half Hip Qty 2 Ply 1 WF61 Job Reference (optional) I41106266 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:25 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-nvtZyyBBpAsztkLH5X9wtrRSgoETEwuIHUgBDxzMX_q Scale = 1:18.2 1 2 3 5 4 2x4 2x4 2x4 3x4 1-6-01-6-0 2-0-00-6-0 -1-0-0 1-0-0 1-6-0 1-6-0 2-0-0 0-6-0 1-6-03-0-012.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.09 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-3-8 Max Horz 5=63(LC 12) Max Uplift 4=-72(LC 12) Max Grav 4=71(LC 19), 5=160(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H21 Truss Type Half Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106267 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:26 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-F5RxAIBqaU_qVuwUfFg9P2_SbCVxzKuSW8PklNzMX_p Scale: 1/4"=1' 1 2 3 4 7 6 5 8 9 10 11 8x8 4x4 3x4 2x4 5x8 6x8 6-4-16-4-1 14-3-87-11-7 -1-0-0 1-0-0 6-4-1 6-4-1 14-3-8 7-11-7 1-6-07-10-112.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-5-0,0-1-12], [4:Edge,0-3-8], [5:0-1-12,0-1-8], [6:0-4-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.79 0.44 0.21 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.29 0.01 (loc) 5-6 5-6 5 l/defl >999 >584 n/a L/d 240 180 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, 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 4-5, 3-5 REACTIONS. (size)5=0-3-8, 7=0-3-8 Max Horz 7=205(LC 12) Max Uplift 5=-129(LC 9), 7=-43(LC 12) Max Grav 5=557(LC 1), 7=632(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-543/62, 2-7=-579/101 BOT CHORD 6-7=-321/349, 5-6=-111/305 WEBS 3-6=0/297, 3-5=-400/149, 2-6=-93/319 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-1, Exterior(2) 6-4-1 to 10-6-15, Interior(1) 10-6-15 to 14-1-12 zone; cantilever left and right exposed ; 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5 and 7. This connection is for uplift only and does not consider lateral forces. 6) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H22 Truss Type Half Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106268 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:26 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-F5RxAIBqaU_qVuwUfFg9P2_UNCVazIXSW8PklNzMX_p Scale = 1:57.3 1 2 3 4 7 6 5 8 9 10 11 12 2x4 3x4 5x8 6x8 3x4 4x8 8-0-18-0-1 14-0-46-0-3 -1-0-0 1-0-0 8-0-1 8-0-1 14-0-4 6-0-3 1-6-09-6-112.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-8], [3:0-4-12,0-1-8], [6:0-4-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.67 0.40 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.25 0.01 (loc) 6-7 6-7 5 l/defl >999 >645 n/a L/d 240 180 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-7: 2x6 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 8-8-11 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 REACTIONS. (size)5=Mechanical, 7=0-3-8 Max Horz 7=254(LC 12) Max Uplift 5=-140(LC 12), 7=-21(LC 12) Max Grav 5=546(LC 2), 7=623(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-502/28, 2-7=-551/79 BOT CHORD 6-7=-457/539 WEBS 3-6=-18/314, 3-5=-435/181, 2-6=-326/372 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-0-1, Exterior(2) 8-0-1 to 12-2-15, Interior(1) 12-2-15 to 13-10-8 zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=140. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H23 Truss Type Half Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106269 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:27 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-kH_JNeCSLo6h61VgDyBOyGWmBcq2ijObko9HIpzMX_o Scale = 1:62.3 1 2 3 4 5 6 9 8 7 10 11 12 13 14 15 3x4 6x8 2x4 3x4 5x8 4x4 3x4 3x4 7-0-27-0-2 14-0-47-0-2 -1-0-0 1-0-0 4-11-12 4-11-12 9-8-1 4-8-4 14-0-4 4-4-3 1-6-011-2-112.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [5:0-6-4,0-1-12], [8:0-4-0,0-3-0], [9:0-1-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.22 0.45 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.22 0.01 (loc) 7-8 7-8 7 l/defl >999 >740 n/a L/d 240 180 n/a PLATES MT20 Weight: 92 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, 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 6-7, 5-7 REACTIONS. (size)7=Mechanical, 9=0-3-8 Max Horz 9=306(LC 12) Max Uplift 7=-191(LC 12) Max Grav 7=595(LC 19), 9=630(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-259/165, 3-5=-492/96, 2-9=-315/186 BOT CHORD 8-9=-202/372 WEBS 3-8=-281/247, 5-7=-463/215, 3-9=-457/0, 5-8=-191/527 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-1, Exterior(2) 9-8-1 to 13-10-8 zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=191. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H24 Truss Type Half Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106270 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:28 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-CUYhb_D465EYkB3sngjdVT3vC0AyRDtkzSurqGzMX_n Scale = 1:72.0 1 2 3 4 5 8 7 6 9 10 11 5x8 3x4 3x4 2x4 5x8 5x6 3x4 6-0-46-0-4 14-0-48-0-0 -1-0-0 1-0-0 6-0-4 6-0-4 11-4-1 5-3-13 14-0-4 2-8-3 1-6-012-10-112.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-4-0,0-3-0], [4:0-2-8,0-2-0], [7:0-4-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.33 0.47 0.31 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.34 0.01 (loc) 6-7 6-7 6 l/defl >999 >491 n/a L/d 240 180 n/a PLATES MT20 Weight: 91 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 9-0-6 oc bracing. WEBS 1 Row at midpt 5-6, 3-6 REACTIONS. (size)6=Mechanical, 8=0-3-8 Max Horz 8=356(LC 12) Max Uplift 6=-250(LC 12) Max Grav 6=588(LC 19), 8=621(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-544/0, 3-4=-446/150, 2-8=-577/0 BOT CHORD 7-8=-425/413, 6-7=-193/371 WEBS 3-7=-1/292, 3-6=-499/263, 2-7=-64/347, 3-5=-198/265 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-4-1, Exterior(2) 11-4-1 to 13-10-8 zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=250. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss H25 Truss Type Half Hip Qty 1 Ply 1 WF61 Job Reference (optional) I41106271 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:28 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-CUYhb_D465EYkB3sngjdVT3tK0B9RChkzSurqGzMX_n Scale = 1:80.1 1 2 3 4 5 8 7 6 9 10 11 5x8 3x4 3x4 3x4 5x8 5x6 3x4 7-0-07-0-0 14-0-47-0-4 -1-0-0 1-0-0 7-0-0 7-0-0 13-0-1 6-0-1 14-0-4 1-0-3 1-6-014-6-112.00 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-4], [3:0-4-0,0-3-0], [4:0-1-8,Edge], [7:0-4-0,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.45 0.39 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.20 0.01 (loc) 6-7 6-7 6 l/defl >999 >804 n/a L/d 240 180 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 8-3-10 oc bracing. WEBS 1 Row at midpt 5-6, 3-6 REACTIONS. (size)6=Mechanical, 8=0-3-8 Max Horz 8=407(LC 12) Max Uplift 6=-318(LC 12) Max Grav 6=643(LC 19), 8=621(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-553/0, 3-4=-474/190, 4-5=-250/198, 2-8=-561/0 BOT CHORD 7-8=-507/514, 6-7=-185/340 WEBS 3-7=-12/301, 3-6=-526/289, 2-7=-191/327, 3-5=-264/331 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-1, Exterior(2) 13-0-1 to 13-10-8 zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=318. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss J1 Truss Type Jack-Closed Qty 13 Ply 1 WF61 Job Reference (optional) I41106272 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:40 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-roHE64McHnlrA1_AUBwR_?ZwArIhFh9WkJoTFZzMX_b Scale = 1:38.1 1 2 3 5 4 6 7 2x4 3x4 2x4 4x4 6-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 1-4-06-4-010.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.52 0.35 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.19 -0.00 (loc) 4-5 4-5 4 l/defl >999 >359 n/a L/d 240 180 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=157(LC 12) Max Uplift 4=-133(LC 12) Max Grav 5=304(LC 1), 4=243(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=133. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss J2 Truss Type Jack-Closed Qty 7 Ply 1 WF61 Job Reference (optional) I41106273 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:54 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-RU7W2tXO_5VssB3sI7AjYy8QXU9?X2iZyVBDllzMX_N Scale = 1:20.8 1 2 3 5 4 2x4 3x4 2x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-6-03-6-012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=68(LC 12) Max Uplift 4=-79(LC 12) Max Grav 5=160(LC 1), 4=73(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss J3 Truss Type Jack-Closed Qty 6 Ply 1 WF61 Job Reference (optional) I41106274 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:55 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-vghvFDY0lOdiTLe2sriy5AgapuVkGVKjA9xmHCzMX_M Scale = 1:17.7 1 2 3 5 42x4 3x4 2x4 2x4 2-2-92-2-9 -1-6-12 1-6-12 2-2-9 2-2-9 1-6-02-11-07.68 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.18 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 4=Mechanical Max Horz 5=56(LC 9) Max Uplift 5=-15(LC 12), 4=-45(LC 12) Max Grav 5=225(LC 1), 4=54(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 7) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss J4 Truss Type Jack-Closed Qty 5 Ply 1 WF61 Job Reference (optional) I41106275 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:55 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-vghvFDY0lOdiTLe2sriy5AgapuV6GV1jA9xmHCzMX_M Scale = 1:17.7 1 2 3 5 4 2x4 3x4 2x4 3x4 2-2-92-2-2 -1-6-12 1-6-12 2-2-9 2-2-9 1-6-02-11-07.68 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-4-9, 4=Mechanical Max Horz 5=56(LC 9) Max Uplift 5=-15(LC 12), 4=-45(LC 12) Max Grav 5=225(LC 1), 4=54(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 7) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss J5 Truss Type Jack-Closed Qty 4 Ply 1 WF61 Job Reference (optional) I41106276 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:56 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-NtFHTYZeWimZ5VCFQYDBdNDf8IlO?x?sPpgKpezMX_L Scale = 1:38.5 1 2 3 5 46 7 2x4 3x4 2x4 3x4 6-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 1-4-06-4-03-11-72-4-94-0-152-3-110.00 12 5.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8], [4:0-2-4,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.52 0.35 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.07 -0.20 -0.00 (loc) 4-5 4-5 4 l/defl >999 >335 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=156(LC 12) Max Uplift 4=-135(LC 12) Max Grav 5=303(LC 1), 4=244(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 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) 4=135. 7) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss J6 Truss Type Jack-Closed Qty 2 Ply 1 WF61 Job Reference (optional) I41106277 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:56 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-NtFHTYZeWimZ5VCFQYDBdNDm1IqR?yFsPpgKpezMX_L Scale = 1:20.8 1 2 3 5 4 2x4 3x4 2x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-6-03-6-02-7-120-10-42-9-80-8-812.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=67(LC 12) Max Uplift 4=-81(LC 12) Max Grav 5=160(LC 1), 4=75(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 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) 4. 7) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss J7 Truss Type Jack-Closed Qty 2 Ply 1 WF61 Job Reference (optional) I41106278 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:57 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-r3ofguZGH0uQjfnRzFkQAbmvIiAZkOY0eTQtL4zMX_K Scale = 1:17.7 1 2 3 5 4 2x4 3x4 2x4 3x4 2-2-92-2-9 -1-6-12 1-6-12 2-2-9 2-2-9 1-6-02-11-02-3-110-7-52-4-130-6-37.68 12 3.84 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-11, 4=Mechanical Max Horz 5=56(LC 9) Max Uplift 5=-14(LC 12), 4=-46(LC 12) Max Grav 5=225(LC 1), 4=55(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 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) 4. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. 8) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss J8 Truss Type Jack-Closed Qty 9 Ply 1 WF61 Job Reference (optional) I41106279 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:58 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-JFM1tEau2J0HKoMdXzFfioI_W6RuTqH9t79QuWzMX_J Scale = 1:44.8 1 2 3 5 4 6 7 2x4 3x4 2x4 4x4 6-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 1-6-07-6-012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.53 0.35 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.19 -0.00 (loc) 4-5 4-5 4 l/defl >999 >359 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=189(LC 12) Max Uplift 4=-171(LC 12) Max Grav 5=304(LC 1), 4=254(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=171. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss J9 Truss Type Jack-Closed Qty 8 Ply 1 WF61 Job Reference (optional) I41106280 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:58 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-JFM1tEau2J0HKoMdXzFfioI5Y6WwTrm9t79QuWzMX_J Scale = 1:18.2 1 2 3 5 42x4 3x4 2x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-4-03-0-010.00 12 Plate Offsets (X,Y)-- [2:0-1-8,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=56(LC 12) Max Uplift 4=-58(LC 12) Max Grav 5=160(LC 1), 4=66(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss J10 Truss Type Jack-Closed Qty 3 Ply 1 WF61 Job Reference (optional) I41106281 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:41 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-J_rcJQNE25tioBZM1uRgWD5BPFhy_8ffyzY1n0zMX_a Scale = 1:44.8 1 2 3 4 8 7 6 5 9 10 2x4 3x4 2x4 3x4 3x4 2x4 3x4 2-8-02-8-0 6-0-03-4-0 -1-0-0 1-0-0 2-8-0 2-8-0 6-0-0 3-4-0 1-6-07-6-06-6-01-0-012.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-0-12,0-1-8], [7:0-1-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.11 0.15 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.02 0.02 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)8=0-3-8, 5=Mechanical Max Horz 8=189(LC 12) Max Uplift 5=-171(LC 12) Max Grav 8=304(LC 1), 5=254(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-293/0 WEBS 3-5=-251/182 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=171. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss J11 Truss Type Jack-Closed Qty 2 Ply 1 WF61 Job Reference (optional) I41106282 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:43 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-GMyMk6OUai7P1Vjl9JU8beBPQ3IlS??yQH18suzMX_Y Scale = 1:84.9 12 3 4 7 6 5 8 9 10 3x4 5x6 6x8 2x4 4x8 3x4 5x8 10-11-117-0-2 7-0-2 14-0-4 7-0-2 -1-0-0 1-0-0 7-0-2 7-0-2 14-0-4 7-0-2 1-6-015-6-412.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [3:0-4-0,Edge], [6:0-4-0,0-3-0], [8:0-4-0,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.39 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.20 0.01 (loc) 5-6 5-6 5 l/defl >999 >831 n/a L/d 240 180 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-2-15 oc bracing. WEBS 1 Row at midpt 5-8, 3-5 REACTIONS. (size)7=0-3-8, 5=Mechanical Max Horz 7=431(LC 12) Max Uplift 5=-356(LC 12) Max Grav 7=621(LC 1), 5=671(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-561/0, 2-3=-570/0 BOT CHORD 6-7=-515/512, 5-6=-194/349 WEBS 2-6=-179/336, 3-6=-12/297, 3-5=-539/305 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-10-8 zone; cantilever left and right exposed ; end vertical left 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=356. 7) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss J12 Truss Type JACK-CLOSED Qty 2 Ply 1 WF61 Job Reference (optional) I41106283 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:45 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-Cl479oQk6KN7Hot7GkWch3Gtis30wzfFtbWEwnzMX_W Scale = 1:21.5 1 2 3 4 7 6 5 8 2x4 3x4 2x4 2x4 2x4 2x4 0-5-80-5-8 2-6-02-0-8 -1-0-0 1-0-0 0-7-0 0-7-0 2-6-0 1-11-0 1-2-03-8-012.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.09 0.08 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 6=0-3-0 Max Horz 6=96(LC 12) Max Uplift 5=-86(LC 12) Max Grav 5=43(LC 10), 6=218(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-4-4 zone; cantilever 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 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) Refer to girder(s) for truss to truss connections. 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 for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss J13 Truss Type JACK-CLOSED Qty 1 Ply 1 WF61 Job Reference (optional) I41106284 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:46 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-gxeVM8RMsdV_uyRKqS1rDGp2aGPRfQyO6FFoTDzMX_V Scale = 1:15.5 1 2 3 4 7 6 5 2x4 2x4 2x4 2x4 2x4 2x4 0-5-80-5-8 1-9-81-4-0 -1-0-0 1-0-0 0-7-0 0-7-0 1-9-8 1-2-8 1-0-02-5-1510.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.07 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 6=0-3-0 Max Horz 6=63(LC 12) Max Uplift 5=-45(LC 12) Max Grav 5=7(LC 10), 6=219(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; porch 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) Refer to girder(s) for truss to truss connections. 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 for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss J14 Truss Type Jack-Closed Qty 1 Ply 1 WF61 Job Reference (optional) I41106285 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:48 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-cKmFnpSdOFli8Gbiyt3JIhuPf46b7KKhZZkuX6zMX_T Scale = 1:20.8 1 2 4 3 2x4 3x4 2x4 3x4 2-0-02-0-0 2-0-0 2-0-0 1-6-03-6-012.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 3=Mechanical Max Horz 4=50(LC 9) Max Uplift 3=-73(LC 12) Max Grav 4=74(LC 21), 3=92(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss J15 Truss Type Jack-Closed Qty 1 Ply 1 WF61 Job Reference (optional) I41106286 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:49 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-4WKd?9TF9YtZlQAvVabYrvRaYTSqsnrqoDUS3YzMX_S Scale = 1:11.4 1 2 3 4 2x4 2x4 2x4 2-0-132-0-13 -0-3-14 0-3-14 2-0-13 2-0-13 0-4-101-8-87.68 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-5-5 Max Horz 2=43(LC 12) Max Uplift 4=-27(LC 12), 2=-10(LC 12) Max Grav 4=66(LC 19), 2=106(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left 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 studs spaced at 2-0-0 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss J16 Truss Type Jack-Closed Qty 1 Ply 1 WF61 Job Reference (optional) I41106287 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:51 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-1vROPrVVhA7H?jKHd?d0wKWw1H79KhK7GXzZ8QzMX_Q Scale = 1:11.4 1 2 3 4 2x4 2x4 2x4 2-0-132-0-3 -0-3-14 0-3-14 2-0-13 2-0-13 0-4-101-8-87.68 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2-4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-5-5 Max Horz 2=43(LC 12) Max Uplift 4=-27(LC 12), 2=-10(LC 12) Max Grav 4=66(LC 19), 2=106(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left 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 studs spaced at 2-0-0 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss J17 Truss Type Jack-Closed Qty 1 Ply 1 WF61 Job Reference (optional) I41106288 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:52 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-V5?mdBV7STF8ctvTBi8FTX35qhTe38aHUBi6gtzMX_P Scale: 1"=1' 12 3 4 2x4 2x4 2x4 1-8-01-8-0 -0-3-0 0-3-0 1-8-0 1-8-0 0-4-131-9-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-3-8 Max Horz 2=40(LC 12) Max Uplift 4=-30(LC 12) Max Grav 4=63(LC 19), 2=66(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss J18 Truss Type JACK-CLOSED Qty 1 Ply 1 WF61 Job Reference (optional) I41106289 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:53 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-zIZ8qXWlDnN?E1UgkQfU?lbEJ5nqobaQjrSfCJzMX_O Scale = 1:15.1 1 2 3 4 7 6 5 2x4 3x4 2x4 2x4 2x4 2x4 0-7-110-7-11 1-11-51-3-10 -1-6-12 1-6-12 1-11-5 1-11-5 1-2-02-4-157.68 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.18 0.15 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 6=0-4-11 Max Horz 6=60(LC 12) Max Uplift 5=-146(LC 1), 6=-40(LC 12) Max Grav 6=381(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever 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 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=146. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 6. This connection is for uplift only and does not consider lateral forces. 7) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss M1 Truss Type Monopitch Qty 1 Ply 1 WF61 Job Reference (optional) I41106290 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:59 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-oRwP5abWpd88yyxq5gmuF0r9hVn7CHBI5nv_QzzMX_I Scale = 1:41.1 1 2 4 3 5 3x4 2x4 4x4 2x4 6-0-0 6-0-0 1-4-06-4-010.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.57 0.35 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=6-0-0, 4=6-0-0 Max Horz 4=144(LC 12) Max Uplift 3=-133(LC 12) Max Grav 3=247(LC 19), 4=228(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 5) N/A 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss P1 Truss Type PIGGYBACK Qty 1 Ply 1 WF61 Job Reference (optional) I41106291 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:00 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-GeUnIwc9ZxG?a6W0fOH7oDOQavBHxl1SKReXyPzMX_H Scale = 1:34.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 5x6 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 5x6 3x4 20-3-320-3-3 2-2-4 2-2-4 18-0-15 15-10-11 20-3-3 2-2-4 0-4-131-8-61-9-140-1-80-4-130-1-81-8-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-4-4,0-2-0], [5:0-3-0,0-3-0], [7:0-4-4,0-2-0], [8:0-2-1,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.10 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-0-1. (lb) - Max Horz 2=-32(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 14, 15, 11, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 10, 8 except 12=309(LC 1), 14=345(LC 24), 11=340(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-262/96, 6-11=-257/94 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 6-1-10, Interior(1) 6-1-10 to 18-0-15, Exterior(2) 18-0-15 to 20-0-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 14, 15, 11, 10, 8. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss P2 Truss Type PIGGYBACK Qty 1 Ply 1 WF61 Job Reference (optional) I41106292 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:09 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-VNXBB?joSiOj9VilgnyEf7GzTXFKYqunOKKWnOzMX_8 Scale = 1:34.7 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-3-320-3-3 4-7-1 4-7-1 15-8-2 11-1-1 20-3-3 4-7-1 0-4-133-8-63-9-140-1-80-4-130-1-83-8-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [8:0-2-0,0-1-13], [9:0-0-0,0-0-0], [10:0-2-1,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.10 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-0-1. (lb) - Max Horz 2=-71(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 16, 17, 13, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 17, 12, 10 except 14=332(LC 23), 16=296(LC 23), 13=296(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-14=-254/95 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 4-7-1, Exterior(2) 4-7-1 to 8-9-15, Interior(1) 8-9-15 to 15-8-2, Exterior(2) 15-8-2 to 20-0-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 16, 17, 13, 12, 10. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss P3 Truss Type PIGGYBACK Qty 2 Ply 1 WF61 Job Reference (optional) I41106293 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:10 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-zZ5ZPLjQD?WaneHxEUTTCKo8lxagHGCwd_33JqzMX_7 Scale = 1:37.1 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-3-320-3-3 6-11-14 6-11-14 13-3-6 6-3-8 20-3-3 6-11-13 0-4-135-8-65-9-140-1-80-4-130-1-85-8-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-0,0-1-13], [7:0-2-0,0-1-13], [8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10:0-2-1,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.13 0.16 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 68 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-0-1. (lb) - Max Horz 2=-110(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 13, 10 except 16=-101(LC 12), 17=-141(LC 12), 12=-142(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=403(LC 26), 16=364(LC 19), 17=278(LC 19), 13=356(LC 20), 12=279(LC 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 6-11-14, Exterior(2) 6-11-14 to 11-2-12, Interior(1) 11-2-12 to 13-3-6, Exterior(2) 13-3-6 to 17-6-4, Interior(1) 17-6-4 to 20-0-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 14, 13, 10 except (jt=lb) 16=101, 17=141, 12=142. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss P4 Truss Type PIGGYBACK Qty 1 Ply 1 WF61 Job Reference (optional) I41106294 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:11 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-Rlfychk2_JeROos7oC_ikYLJ0Lwt0i54sepcrGzMX_6 Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-3-320-3-3 9-4-10 9-4-10 10-10-9 1-5-14 20-3-3 9-4-10 0-4-137-8-67-9-140-1-80-4-130-1-87-8-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-0,0-1-13], [7:0-2-0,0-1-13], [8:0-0-0,0-0-0], [9:0-0-0,0-0-0], [10:0-2-1,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.16 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 10 10 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-0-1. (lb) - Max Horz 2=-149(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 10 except 16=-153(LC 12), 17=-127(LC 12), 13=-152(LC 13), 12=-126(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=361(LC 22), 16=409(LC 19), 17=264(LC 19), 13=408(LC 20), 12=263(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-16=-267/178, 8-13=-266/177 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 9-4-10, Exterior(2) 9-4-10 to 15-1-7, Interior(1) 15-1-7 to 20-0-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) N/A 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss P5 Truss Type PIGGYBACK Qty 4 Ply 1 WF61 Job Reference (optional) I41106295 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:13 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-N8mi1MmIWwv9e60Wvd0BpzQeL9cNUctMJyIjw9zMX_4 Scale = 1:50.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-3-320-3-3 10-1-10 10-1-10 20-3-3 10-1-9 0-4-138-3-138-5-50-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [6:0-0-0,0-0-0], [7:0-0-0,0-0-0], [8:0-2-1,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.16 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 8 8 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-0-1. (lb) - Max Horz 2=160(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 14=-165(LC 12), 15=-122(LC 12), 11=-165(LC 13), 10=-121(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=382(LC 22), 14=425(LC 19), 15=258(LC 19), 11=424(LC 20), 10=257(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-283/190, 6-11=-283/189 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-1-10, Exterior(2) 10-1-10 to 13-1-10, Interior(1) 13-1-10 to 20-0-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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, 8 except (jt=lb) 14=165, 15=122, 11=165, 10=121. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss P6 Truss Type PIGGYBACK Qty 1 Ply 1 WF61 Job Reference (optional) I41106296 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:14 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-sKK4EimxGE10FGaiTKXQMAzppYyJC1RWYc1HSbzMX_3 Scale = 1:60.4 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 1817 16 15 14 22 23 24 25 4x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 3x6 3x4 28-3-1028-3-10 10-1-10 10-1-10 19-1-9 8-11-15 27-5-1 8-3-8 28-3-10 0-10-9 0-4-98-3-130-9-148-5-50-1-80-4-90-1-80-9-1410.00 12 Plate Offsets (X,Y)-- [11:0-2-0,0-1-13] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.18 0.29 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 93 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 8-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 27-4-3. (lb) - Max Horz 2=159(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 16, 15, 14 except 20=-165(LC 12), 21=-120(LC 12), 18=-170(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 19=481(LC 22), 20=425(LC 19), 21=260(LC 19), 18=420(LC 20), 16=310(LC 1), 15=331(LC 1), 14=273(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-19=-266/45, 4-20=-283/190, 6-18=-282/194 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-1-10, Exterior(2) 10-1-10 to 13-1-10, Interior(1) 13-1-10 to 27-5-1, Exterior(2) 27-5-1 to 28-2-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 16, 15, 14 except (jt=lb) 20=165, 21=120, 18=170. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss P7 Truss Type GABLE Qty 1 Ply 1 WF61 Job Reference (optional) I41106297 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:15 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-KWuSS2nZ1Y9ttQ9u112fuOV_ayHYxUVfnGnq_1zMX_2 Scale = 1:60.3 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 1716 15 14 13 21 22 23 4x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 28-3-1028-3-10 10-1-10 10-1-10 16-8-12 6-7-2 25-0-4 8-3-8 28-3-10 3-3-6 0-4-98-3-132-9-148-5-50-1-80-1-10-1-82-9-1410.00 12 Plate Offsets (X,Y)-- [10:0-2-0,0-1-13] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.18 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 27-4-3. (lb) - Max Horz 2=158(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 12, 2, 15, 14 except 19=-165(LC 12), 20=-120(LC 12), 17=-154(LC 13), 13=-117(LC 13) Max Grav All reactions 250 lb or less at joint(s) 12, 2 except 18=433(LC 22), 19=425(LC 19), 20=259(LC 19), 17=410(LC 20), 15=330(LC 1), 14=323(LC 24), 13=262(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-19=-283/190, 6-17=-272/178, 8-15=-251/88 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-1-10, Exterior(2) 10-1-10 to 13-1-10, Interior(1) 13-1-10 to 25-0-4, Exterior(2) 25-0-4 to 28-0-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) 12, 2, 15, 14 except (jt=lb) 19=165, 20=120, 17=154, 13=117. 9) Non Standard bearing condition. Review required. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss P8 Truss Type PIGGYBACK Qty 1 Ply 1 WF61 Job Reference (optional) I41106298 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:16 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-ojSrfOoBorHkVZk5blauRb29HMd_gx3p?wWNWUzMX_1 Scale = 1:57.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 4x4 4x6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 28-5-1028-5-10 10-1-10 10-1-10 14-3-15 4-2-6 22-7-7 8-3-8 28-5-10 5-10-3 0-4-98-3-134-9-148-5-50-1-80-1-84-9-1410.00 12 Plate Offsets (X,Y)-- [6:0-2-8,Edge], [9:0-2-0,0-1-13] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.16 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 1 1 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 102 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 27-4-3. (lb) - Max Horz 2=159(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 11, 2, 14, 13 except 18=-164(LC 12), 19=-121(LC 12), 15=-135(LC 13), 12=-128(LC 13) Max Grav All reactions 250 lb or less at joint(s) 11, 2 except 17=407(LC 22), 18=424(LC 19), 19=259(LC 19), 15=423(LC 20), 14=413(LC 2), 13=323(LC 26), 12=279(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-18=-280/188, 6-15=-254/160 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-1-10, Exterior(2) 10-1-10 to 13-1-10, Interior(1) 13-1-10 to 22-7-7, Exterior(2) 22-7-7 to 25-7-7, Interior(1) 25-7-7 to 28-0-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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) 11, 2, 14, 13 except (jt=lb) 18=164, 19=121, 15=135, 12=128. 9) Non Standard bearing condition. Review required. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss P9 Truss Type PIGGYBACK Qty 1 Ply 1 WF61 Job Reference (optional) I41106299 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:17 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-Gv0DtkppZ9Pb6jJH8S57_pbK5mzCPOtyEaGx3wzMX_0 Scale = 1:60.4 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 1817 16 15 14 22 23 24 25 26 4x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 28-5-1028-5-10 10-1-10 10-1-10 11-11-2 1-9-9 20-2-10 8-3-8 28-5-10 8-3-0 0-4-98-3-136-9-148-5-50-1-80-4-90-1-86-9-1410.00 12 Plate Offsets (X,Y)-- [9:0-2-8,0-2-4] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.16 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 27-4-3. (lb) - Max Horz 2=160(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 18, 16, 12 except 20=-163(LC 12), 21=-122(LC 12), 15=-139(LC 13), 14=-130(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 19=411(LC 19), 20=423(LC 19), 21=260(LC 19), 18=408(LC 26), 16=407(LC 26), 15=401(LC 20), 14=271(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/197 WEBS 4-20=-280/188, 7-18=-254/113, 10-15=-258/164 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-1-10, Exterior(2) 10-1-10 to 11-11-2, Interior(1) 11-11-2 to 20-2-10, Exterior(2) 20-2-10 to 23-2-10, Interior(1) 23-2-10 to 28-3-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 18, 16, 12 except (jt=lb) 20=163, 21=122, 15=139, 14=130. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss P10 Truss Type PIGGYBACK Qty 1 Ply 1 WF61 Job Reference (optional) I41106300 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:01 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-kq2AWGcnKEOsCG5CC5oMKRwbbJWjg92bZ4O4VrzMX_G Scale = 1:60.1 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 28-5-1028-5-10 10-8-14 10-8-14 17-9-14 7-1-0 28-5-10 10-7-12 0-4-138-9-148-11-60-1-80-4-130-1-88-9-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [6:0-2-0,0-1-13], [8:0-2-0,0-1-13], [12:0-2-1,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.15 0.24 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 112 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-17 REACTIONS.All bearings 27-3-9. (lb) - Max Horz 2=170(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 19, 16, 12 except 20=-167(LC 12), 21=-124(LC 12), 15=-168(LC 13), 14=-123(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 17=403(LC 25), 19=414(LC 19), 20=417(LC 19), 21=263(LC 19), 16=389(LC 20), 15=420(LC 20), 14=264(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-255/179 WEBS 4-20=-274/192, 10-15=-277/193 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-8-14, Exterior(2) 10-8-14 to 14-11-12, Interior(1) 14-11-12 to 17-9-14, Exterior(2) 17-9-14 to 22-2-13, Interior(1) 22-2-13 to 28-3-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 17, 19, 16, 12 except (jt=lb) 20=167, 21=124, 15=168, 14=123. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss P11 Truss Type PIGGYBACK Qty 1 Ply 1 WF61 Job Reference (optional) I41106301 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:02 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-C0cYjcdP5YWjpQgOmpKbteTmsjs_Pc6lnk7e1IzMX_F Scale = 1:61.8 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 1817 16 15 14 22 23 24 25 4x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 28-6-1128-6-11 10-1-10 10-1-10 13-0-15 2-11-6 21-4-7 8-3-8 28-6-11 7-2-4 0-4-138-3-135-10-68-5-50-1-80-4-130-1-85-10-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [9:0-2-0,0-1-13], [12:0-2-1,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.15 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 27-3-9. (lb) - Max Horz 2=-160(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 16, 12 except 20=-164(LC 12), 21=-124(LC 12), 15=-128(LC 13), 14=-135(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 19=414(LC 19), 20=426(LC 19), 21=259(LC 19), 18=406(LC 2), 16=405(LC 26), 15=393(LC 20), 14=277(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-20=-282/189, 7-18=-252/124, 10-15=-260/153 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-1-10, Exterior(2) 10-1-10 to 13-0-15, Interior(1) 13-0-15 to 21-4-7, Exterior(2) 21-4-7 to 24-4-7, Interior(1) 24-4-7 to 28-3-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) N/A 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss P12 Truss Type PIGGYBACK Qty 5 Ply 1 WF61 Job Reference (optional) I41106302 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:03 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-gDAwxye1sseaRaFbKWrqPs0x57Ct86Lu0OtBZkzMX_E Scale = 1:31.7 1 2 3 4 5 6 7 10 9 8 11 12 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 12-3-312-3-3 6-1-10 6-1-10 12-3-3 6-1-9 0-4-135-1-50-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-0-0,0-0-0], [6:0-2-1,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.10 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-0-1. (lb) - Max Horz 2=-95(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 10=-144(LC 12), 8=-143(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 9 except 10=303(LC 19), 8=302(LC 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 6-1-10, Exterior(2) 6-1-10 to 9-1-10, Interior(1) 9-1-10 to 12-0-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb) 10=144, 8=143. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss P13 Truss Type PIGGYBACK Qty 1 Ply 1 WF61 Job Reference (optional) I41106303 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:04 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-8PkI8Hffd9mR3jqnuEM3y3Y6NWYCtYU2F2cl5AzMX_D Scale = 1:39.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 185x6 4x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-3-320-3-3 2-2-4 2-2-4 10-2-4 8-0-0 14-1-10 3-11-6 20-3-3 6-1-9 0-4-131-8-64-11-135-1-50-1-80-4-130-1-81-8-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-4-4,0-2-0], [8:0-2-1,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 8 9 8 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-0-1. (lb) - Max Horz 2=-95(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 14, 15, 8 except 10=-142(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 8 except 11=264(LC 1), 12=331(LC 1), 14=354(LC 1), 10=302(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-12=-253/108, 4-14=-272/106 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 5-2-4, Interior(1) 5-2-4 to 14-1-10, Exterior(2) 14-1-10 to 17-1-10, Interior(1) 17-1-10 to 20-0-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 14, 15, 8 except (jt=lb) 10=142. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss P14 Truss Type PIGGYBACK Qty 1 Ply 1 WF61 Job Reference (optional) I41106304 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:05 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-cbHgLdgHOTuIgtOzRxtIVH5HBwuTc?SBUiMIedzMX_C Scale = 1:41.8 1 2 3 4 5 6 7 8 9 1011 17 16 15 14 13 12 18 19 20 21 3x4 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 20-3-320-3-3 4-7-1 4-7-1 12-7-1 8-0-0 14-1-10 1-6-9 20-3-3 6-1-9 0-4-133-8-64-11-135-1-50-1-80-4-130-1-83-8-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [10:0-2-1,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.10 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 10 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 64 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-0-1. (lb) - Max Horz 2=-95(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 14, 16, 10 except 17=-121(LC 12), 12=-141(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 13=310(LC 1), 14=328(LC 23), 16=336(LC 23), 17=274(LC 19), 12=299(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-16=-253/99 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 4-7-1, Exterior(2) 4-7-1 to 7-7-1, Interior(1) 7-7-1 to 14-1-10, Exterior(2) 14-1-10 to 17-1-10, Interior(1) 17-1-10 to 20-0-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) N/A 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss P15 Truss Type Piggyback Qty 1 Ply 1 WF61 Job Reference (optional) I41106305 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:06 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-4or3Zzgv9n09I1zA?eOX1UeS9KDiLRYKiM5rA3zMX_B Scale = 1:61.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 5x6 3x4 28-6-1128-6-11 9-4-10 9-4-10 10-10-9 1-5-14 17-10-9 7-0-0 26-2-1 8-3-8 28-6-11 2-4-10 0-4-137-8-61-10-67-9-140-1-80-4-130-1-87-8-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-0,0-1-13], [7:0-2-0,0-1-13], [12:0-4-4,0-2-0], [13:0-2-1,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.16 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 13 13 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 94 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7, 9-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 27-3-9. (lb) - Max Horz 2=-149(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 16, 13 except 18=-155(LC 13), 21=-147(LC 12), 22=-129(LC 12), 15=-129(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 15, 13 except 18=408(LC 20), 20=382(LC 22), 21=407(LC 19), 22=266(LC 19), 17=351(LC 1), 16=340(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 8-18=-270/179, 4-21=-265/172, 10-17=-272/70, 11-16=-257/100 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 9-4-10, Exterior(2) 9-4-10 to 13-10-9, Interior(1) 13-10-9 to 26-2-1, Exterior(2) 26-2-1 to 28-3-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) N/A 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss P16 Truss Type PIGGYBACK Qty 1 Ply 1 WF61 Job Reference (optional) I41106306 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:07 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-Z_PRmJhYw48?wBYMZMvmaiAcOkZy4tkUx0rPiVzMX_A Scale = 1:60.5 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 1817 16 15 14 22 23 24 25 26 27 4x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 28-6-1128-6-11 10-1-10 10-1-10 15-5-12 5-4-2 23-9-4 8-3-8 28-6-11 4-9-7 0-4-138-3-133-10-68-5-50-1-80-4-130-1-83-10-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [10:0-2-0,0-1-13], [12:0-2-1,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.16 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 100 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 27-3-9. (lb) - Max Horz 2=-160(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 16, 15 except 20=-165(LC 12), 21=-122(LC 12), 18=-159(LC 13), 14=-113(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 19=421(LC 22), 20=425(LC 19), 21=259(LC 19), 18=415(LC 20), 16=323(LC 1), 15=317(LC 24), 14=256(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-20=-284/190, 6-18=-280/183 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-1-10, Exterior(2) 10-1-10 to 13-1-10, Interior(1) 13-1-10 to 23-9-4, Exterior(2) 23-9-4 to 26-9-4, Interior(1) 26-9-4 to 28-3-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 19, 16, 15 except (jt=lb) 20=165, 21=122, 18=159, 14=113. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss P17 Truss Type PIGGYBACK Qty 1 Ply 1 WF61 Job Reference (optional) I41106307 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:08 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-1Azp_fiAhOGsXL7Y73Q?6vjoO8v5pKgdAgayExzMX_9 Scale = 1:60.4 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 1817 16 15 14 22 23 24 25 26 4x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 28-5-1028-5-10 10-1-10 10-1-10 11-9-15 1-8-6 20-1-7 8-3-8 28-5-10 8-4-3 0-4-98-3-136-10-148-5-50-1-80-4-90-1-86-10-1410.00 12 Plate Offsets (X,Y)-- [9:0-2-8,0-2-4] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.16 0.25 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.01 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 27-4-3. (lb) - Max Horz 2=160(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 18, 16, 12 except 20=-163(LC 12), 21=-122(LC 12), 15=-139(LC 13), 14=-130(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 19=410(LC 19), 20=423(LC 19), 21=260(LC 19), 18=408(LC 26), 16=408(LC 26), 15=401(LC 20), 14=271(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-252/194 WEBS 4-20=-279/187, 7-18=-254/112, 10-15=-257/164 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 10-1-10, Exterior(2) 10-1-10 to 11-9-15, Interior(1) 11-9-15 to 20-1-7, Exterior(2) 20-1-7 to 23-1-7, Interior(1) 23-1-7 to 28-3-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 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, 19, 18, 16, 12 except (jt=lb) 20=163, 21=122, 15=139, 14=130. 9) Non Standard bearing condition. Review required. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss S1 Truss Type Scissor Supported Gable Qty 1 Ply 1 WF61 Job Reference (optional) I41106308 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:18 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-k5ab44qRKTXSktuTiAcMW07UwADk8r_5TE0UbMzMX_? Scale = 1:62.7 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x4 3x4 5x8 4x4 4x4 4x6 4x6 8-10-08-10-0 17-8-08-10-0 4-6-12 4-6-12 8-10-0 4-3-4 13-1-4 4-3-4 17-8-0 4-6-12 1-6-010-4-01-6-04-3-412.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-2-0], [4:0-1-12,0-2-0], [6:0-2-15,0-2-0], [8:0-2-15,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.24 0.53 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.01 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 86 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=17-8-0, 8=17-8-0, 6=17-8-0 Max Horz 8=-168(LC 8) Max Uplift 7=-139(LC 12), 8=-94(LC 13), 6=-76(LC 13) Max Grav 7=795(LC 1), 8=317(LC 20), 6=314(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 7-8=-162/319 WEBS 3-7=-340/54, 4-7=-265/210, 2-7=-265/215 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-10-0, Exterior(2) 8-10-0 to 11-10-0, Interior(1) 11-10-0 to 17-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 8, 6 except (jt=lb) 7=139. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. 8) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T1 Truss Type Piggyback Base Qty 2 Ply 1 WF61 Job Reference (optional) I41106309 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:19 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-CI8zIQq35mfJM1TgGt7b3Ega5ZTqtBUFiul17pzMX__ Scale = 1:86.3 12 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 29 30 31 32 33 34 35 36 37 38 3x6 3x6 3x6 6x8 3x6 2x4 4x6 6x8 4x6 3x6 4x8 3x4 4x8 4x6 3x10 2x4 4x8 3x4 4x4 4x6 3x6 4x6 4x6 5x10 3x4 2-6-82-6-8 7-4-74-9-15 13-4-05-11-9 19-8-96-4-9 26-1-16-4-9 36-1-1410-0-12 44-8-08-6-2 -1-0-0 1-0-0 2-6-8 2-6-8 7-4-7 4-9-15 12-2-6 4-9-15 13-4-0 1-1-10 19-8-9 6-4-9 26-1-1 6-4-9 32-5-10 6-4-9 38-5-1 5-11-7 44-8-0 6-2-15 45-8-0 1-0-0 1-4-011-6-01-4-01-0-011-6-010.00 12 Plate Offsets (X,Y)-- [2:0-2-14,0-2-0], [3:0-2-4,0-2-0], [6:0-4-4,0-2-0], [11:0-6-4,0-2-0], [13:0-1-4,0-2-0], [14:0-3-0,0-1-12], [21:0-2-8,0-2-0], [23:0-2-8,0-2-12], [25:0-7-0,0-2-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.54 0.92 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.89 0.22 (loc) 17-19 17-19 16 l/defl >999 >602 n/a L/d 240 180 n/a PLATES MT20 Weight: 273 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-0 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-7-8 oc bracing: 24-25 2-2-0 oc bracing: 19-21. WEBS 1 Row at midpt 5-23, 8-23, 8-21, 8-19, 10-19, 13-16, 5-7 REACTIONS. (size)16=0-3-8, 27=0-3-8 Max Horz 27=-246(LC 10) Max Uplift 16=-200(LC 13), 27=-200(LC 12) Max Grav 16=1894(LC 2), 27=1844(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2561/395, 3-5=-2398/403, 5-6=-350/113, 7-8=-1635/391, 8-10=-1806/416, 10-11=-1807/415, 11-13=-2182/461, 13-14=-418/201, 2-27=-1785/297, 14-16=-443/214 BOT CHORD 24-25=-472/2082, 23-24=-337/1783, 7-23=-119/797, 19-21=-284/1790, 17-19=-148/1455, 16-17=-167/1610 WEBS 3-24=-321/178, 5-24=-23/300, 5-23=-320/180, 21-23=-281/1765, 8-23=-375/173, 10-19=-405/154, 11-19=-197/773, 11-17=-162/552, 13-16=-2007/192, 25-27=-254/234, 2-25=-253/1915, 5-7=-1768/360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 12-2-6, Exterior(2) 12-2-6 to 18-6-3, Interior(1) 18-6-3 to 32-5-10, Exterior(2) 32-5-10 to 38-9-6, Interior(1) 38-9-6 to 45-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 16 and 27. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T2 Truss Type Piggyback Base Qty 1 Ply 1 WF61 Job Reference (optional) I41106310 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:26 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-Ve3dmpwSSwXJh6V0ArlEriTmcOtX0L?HJTyvsvzMWzt Scale = 1:85.4 12 34 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 31 32 33 34 35 3x6 6x8 3x6 6x8 3x6 5x8 WB3x4 4x4 4x8 2x4 3x4 4x4 3x4 4x4 4x6 3x6 3x6 4x6 4x6 4x6 9-1-59-1-5 18-11-79-10-3 25-8-96-9-1 35-6-119-10-3 44-8-09-1-5 -1-0-0 1-0-0 6-2-15 6-2-15 12-2-6 5-11-7 18-11-7 6-9-1 25-8-9 6-9-1 32-5-10 6-9-1 38-5-1 5-11-7 44-8-0 6-2-15 45-8-0 1-0-0 1-4-011-6-01-4-011-6-010.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-1-8,0-2-0], [5:0-6-4,0-2-0], [9:0-6-4,0-2-0], [11:0-1-8,0-2-0], [12:0-3-0,0-1-12], [14:0-2-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.58 0.85 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.79 0.13 (loc) 19-21 19-21 14 l/defl >999 >676 n/a L/d 240 180 n/a PLATES MT20 Weight: 258 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 18-20: 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-0 max.): 5-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-19, 8-19, 8-17, 3-22, 11-14 REACTIONS. (size)22=0-3-8, 14=0-3-8 Max Horz 22=213(LC 11) Max Uplift 22=-200(LC 12), 14=-200(LC 13) Max Grav 22=1952(LC 2), 14=1959(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-434/204, 3-5=-2238/445, 5-6=-1910/417, 6-8=-1909/417, 8-9=-1924/417, 9-11=-2245/445, 11-12=-440/204, 2-22=-454/216, 12-14=-457/216 BOT CHORD 21-22=-291/1671, 19-21=-242/1523, 17-19=-237/1923, 15-17=-134/1528, 14-15=-185/1659 WEBS 5-21=-146/538, 5-19=-199/814, 6-19=-427/161, 8-17=-490/218, 9-17=-199/827, 9-15=-146/531, 3-22=-2042/214, 11-14=-2042/214 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 12-2-6, Exterior(2) 12-2-6 to 18-6-3, Interior(1) 18-6-3 to 32-5-10, Exterior(2) 32-5-10 to 38-5-13, Interior(1) 38-5-13 to 45-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 22 and 14. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T3 Truss Type Piggyback Base Qty 5 Ply 1 WF61 Job Reference (optional) I41106311 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:28 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-R1ANAVxjzXo1xPfOIGniw7Y7HCZWUF4amnR0xnzMWzr Scale = 1:78.8 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3x6 6x8 3x6 5x6 3x4 3x6 3x4 4x4 3x4 3x4 3x4 3x4 3x10 3x4 3x6 4x6 4x6 3x6 8-4-08-4-0 16-4-98-0-9 24-5-18-0-8 32-5-108-0-9 40-6-08-0-6 6-2-15 6-2-15 12-2-6 5-11-7 18-11-7 6-9-1 25-8-9 6-9-1 32-5-10 6-9-1 36-4-1 3-10-7 40-6-0 4-1-15 1-4-011-6-04-9-1111-6-010.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-2-0], [4:0-6-4,0-2-0], [8:0-3-0,0-2-1], [9:0-1-12,0-1-8], [11:0-2-12,0-2-0], [18:Edge,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.51 0.82 0.73 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.43 0.13 (loc) 15-17 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 234 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-14 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 6-14, 7-12, 2-18, 9-11 REACTIONS. (size)18=Mechanical, 11=0-3-8 Max Horz 18=191(LC 12) Max Uplift 18=-165(LC 12), 11=-141(LC 8) Max Grav 18=1724(LC 2), 11=1746(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-359/150, 2-4=-2023/424, 4-6=-1552/350, 6-7=-1547/351, 7-8=-1037/274, 8-9=-1402/317, 1-18=-332/140 BOT CHORD 17-18=-285/1501, 15-17=-236/1342, 14-15=-266/1604, 12-14=-227/1502, 11-12=-111/783 WEBS 4-17=-182/500, 4-15=-151/661, 6-15=-378/194, 7-14=-26/453, 7-12=-939/215, 8-12=-100/603, 9-12=-114/571, 2-18=-1876/214, 9-11=-1688/244 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-2-6, Interior(1) 4-2-6 to 12-2-6, Exterior(2) 12-2-6 to 17-11-2, Interior(1) 17-11-2 to 32-5-10, Exterior(2) 32-5-10 to 38-2-5, Interior(1) 38-2-5 to 40-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=165. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T4 Truss Type Piggyback Base Qty 2 Ply 1 WF61 Job Reference (optional) I41106312 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:29 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-vDklOryLkrwuZZEbr_JxTK5Gybs7DhOj?RAZTDzMWzq Scale = 1:77.9 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 3x6 6x8 3x6 4x6 3x6 4x8 3x4 4x4 3x10 2x4 2x4 3x10 2x4 5x8 3x6 5x12 MT20HS 3x6 3x6 9-8-159-8-15 19-2-79-5-8 26-2-77-0-0 33-2-87-0-0 40-6-07-3-8 6-2-15 6-2-15 12-2-6 5-11-7 19-2-7 7-0-0 26-2-7 7-0-0 33-2-8 7-0-0 40-6-0 7-3-8 1-4-011-6-010.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-2-0], [10:0-3-0,0-1-8], [11:Edge,0-1-8], [12:0-1-12,0-2-4] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.58 0.99 0.79 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.65 0.11 (loc) 15-17 15-17 11 l/defl >999 >746 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 240 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 10-11: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-11 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-0 max.): 4-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 10-11, 5-15, 7-12, 9-12, 10-12, 2-18 REACTIONS. (size)11=0-3-8, 18=Mechanical Max Horz 18=293(LC 12) Max Uplift 11=-322(LC 9), 18=-158(LC 9) Max Grav 11=1789(LC 2), 18=1716(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-397/133, 2-4=-1977/343, 4-5=-1619/300, 5-7=-1618/300, 7-9=-960/176, 9-10=-960/176, 10-11=-1642/339, 1-18=-356/129 BOT CHORD 17-18=-403/1473, 15-17=-295/1337, 14-15=-270/1489, 12-14=-270/1489 WEBS 4-17=-137/551, 4-15=-167/547, 5-15=-446/170, 7-15=-89/260, 7-14=0/362, 7-12=-998/181, 9-12=-466/171, 10-12=-323/1764, 2-18=-1814/160 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-2-6, Interior(1) 4-2-6 to 12-2-6, Exterior(2) 12-2-6 to 17-11-2, Interior(1) 17-11-2 to 40-4-4 zone; cantilever left and right exposed ; 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=158. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T5 Truss Type Piggyback Base Qty 4 Ply 1 WF61 Job Reference (optional) I41106313 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:30 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-OPI7bAzzV82lAjpnPhqA?YdRR?IGy9ItE5w7?gzMWzp Scale = 1:81.3 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 28 3x6 6x8 3x6 3x4 4x6 3x6 3x4 4x4 3x4 3x4 2x4 4x8 2x4 4x8 3x6 3x6 3x6 8-3-118-3-11 16-3-148-0-3 26-3-79-11-9 33-4-07-0-8 40-8-07-4-0 6-2-15 6-2-15 12-2-6 5-11-7 19-2-15 7-0-8 26-3-7 7-0-8 33-4-0 7-0-8 40-8-0 7-4-0 1-4-011-6-010.00 12 Plate Offsets (X,Y)-- [3:0-1-4,0-2-0], [4:0-6-4,0-2-0], [14:0-1-12,0-1-8], [17:0-2-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.61 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.65 0.10 (loc) 13-14 13-14 10 l/defl >999 >746 n/a L/d 240 180 n/a PLATES MT20 Weight: 254 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 10-12: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 5-13,8-10: 2x4 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-10 oc purlins, except end verticals, and 2-0-0 oc purlins (4-0-14 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 9-10, 5-14, 5-13, 6-13, 8-10, 3-17 REACTIONS. (size)10=0-5-8, 17=Mechanical Max Horz 17=293(LC 12) Max Uplift 10=-323(LC 9), 17=-159(LC 9) Max Grav 10=1792(LC 2), 17=1731(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-385/142, 3-4=-2026/375, 4-5=-1571/295, 5-6=-1508/270, 6-8=-1508/270, 1-17=-349/135 BOT CHORD 16-17=-403/1498, 14-16=-298/1353, 13-14=-307/1621, 11-13=-178/999, 10-11=-178/999 WEBS 4-16=-186/477, 4-14=-136/636, 5-14=-284/188, 6-13=-399/145, 8-13=-176/956, 8-11=0/405, 8-10=-1834/328, 3-17=-1862/149 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-2-9, Interior(1) 4-2-9 to 12-2-6, Exterior(2) 12-2-6 to 17-11-7, Interior(1) 17-11-7 to 40-6-4 zone; cantilever left and right exposed ; 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=159. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T6 Truss Type Piggyback Base Qty 1 Ply 1 WF61 Job Reference (optional) I41106314 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:31 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-sbsWpW_bGSAcotOzzOLPYlAeMPeIhap0SlfgX6zMWzo Scale: 1/8"=1' 1 2 3 4 5 6 7 8 910 11 1213 14 23 22 21 20 19 18 17 16 15 24 25 26 27 28 29 30 31 32 33 34 35 36 4x6 8x8 4x6 5x8 5x10 4x4 4x4 4x6 5x6 5x6 4x4 2x4 4x4 4x4 4x4 4x4 5x12 MT20HS 4x4 2x4 4x6 2x4 2x4 10-4-2 10-4-2 20-4-12 10-0-10 30-5-6 10-0-10 40-6-0 10-0-10 45-9-14 5-3-14 50-4-8 4-6-10 50-6-0 0-1-8 50-11-8 0-5-8 6-2-15 6-2-15 12-2-6 5-11-7 21-8-10 9-6-4 31-2-14 9-6-4 40-9-2 9-6-4 45-9-14 5-0-13 50-4-8 4-6-10 50-11-8 0-7-0 51-11-8 1-0-0 1-4-011-6-01-0-02-0-011-6-010.00 12 Plate Offsets (X,Y)-- [5:0-5-12,0-3-8], [8:0-1-12,0-2-0], [9:0-1-12,0-0-0], [10:0-0-0,0-2-12], [10:0-5-8,0-3-4], [11:0-1-8,0-2-0], [18:Edge,0-2-12], [19:0-1-12,0-2-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.45 0.62 0.86 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.29 0.09 (loc) 21-23 18-19 18 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 328 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 9-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 8-18: 2x4 SP 2400F 2.0E WEDGE Right: 2x6 SP No.2 SLIDER Left 2x6 SPF No.2 -x 4-2-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, except 2-0-0 oc purlins (5-2-12 max.): 5-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. 1 Row at midpt 9-17 WEBS 1 Row at midpt 6-21, 6-19, 8-18 REACTIONS. (size)1=Mechanical, 18=0-3-8, 15=0-3-0 Max Horz 1=207(LC 9) Max Uplift 1=-183(LC 12), 18=-369(LC 9), 15=-203(LC 13) Max Grav 1=1725(LC 25), 18=2173(LC 2), 15=443(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2199/378, 3-5=-1977/424, 5-6=-1654/402, 6-8=-1242/356, 10-11=-201/255, 11-12=-325/253 BOT CHORD 1-23=-313/1531, 21-23=-260/1385, 19-21=-303/1652, 18-19=-202/1171, 17-18=-725/222, 9-17=-489/117 WEBS 5-23=-117/567, 5-21=-191/525, 6-19=-666/156, 8-19=-57/963, 8-18=-1863/350, 11-17=-264/211, 12-15=-261/173 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 5-1-2, Interior(1) 5-1-2 to 12-2-6, Exterior(2) 12-2-6 to 19-4-14, Interior(1) 19-4-14 to 40-9-2, Exterior(2) 40-9-2 to 47-11-9, Interior(1) 47-11-9 to 51-11-8 zone; cantilever left and right exposed ; porch 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=183. 9) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 18 and 15. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection.April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T7 Truss Type Piggyback Base Qty 1 Ply 1 WF61 Job Reference (optional) I41106315 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:33 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-o__GEC?ro3QJ1BXM4pNtdAFu4DMb9SmJw38nc?zMWzm Scale = 1:80.7 1 2 3 4 5 6 7 89 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 31 32 33 34 5x8 8x8 8x8 6x8 3x10 4x6 4x4 5x6 2x4 3x10 3x4 4x4 4x4 3x6 4x6 8x8 4x6 4x6 8-11-118-11-11 17-7-138-8-3 26-4-08-8-3 35-4-49-0-4 44-8-09-3-12 -1-0-0 1-0-0 4-9-7 4-9-7 12-9-7 8-0-0 20-2-6 7-4-15 26-4-0 6-1-10 32-5-10 6-1-10 38-5-1 5-11-7 44-8-0 6-2-15 45-8-0 1-0-0 1-4-05-3-1411-6-01-4-011-6-010.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [3:0-5-0,0-2-0], [5:0-5-8,0-2-4], [7:0-6-4,0-2-0], [9:0-1-8,0-2-0], [10:0-1-9,0-1-12], [15:0-2-8,0-1-8], [17:0-3-0,0-2-4], [19:0-1-8,0-1-8], [20:0-2-12,0-1-8] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.89 0.51 0.96 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.63 0.15 (loc) 15-17 15-17 12 l/defl >999 >840 n/a L/d 240 180 n/a PLATES MT20 Weight: 254 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x4 SP 2400F 2.0E, 4-5: 2x6 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 10-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-9-10 max.): 3-4, 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 5-15, 6-15, 3-20, 9-12 REACTIONS. (size)20=0-3-8, 12=0-3-8 (req. 0-3-11) Max Horz 20=-247(LC 10) Max Uplift 20=-259(LC 12), 12=-64(LC 13) Max Grav 20=1889(LC 1), 12=2366(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-357/173, 3-4=-2528/418, 4-5=-2951/514, 5-6=-1895/391, 6-7=-1895/391, 7-9=-2421/390, 9-10=-874/128, 2-20=-388/175, 10-12=-883/53 BOT CHORD 19-20=-259/1508, 17-19=-428/3321, 15-17=-189/1851, 13-15=-86/1575, 12-13=-112/1833 WEBS 3-19=-172/1598, 4-19=-1334/238, 4-17=-1697/379, 5-17=-227/1447, 5-15=-98/252, 6-15=-404/155, 7-15=-165/727, 7-13=-100/690, 9-13=-376/174, 3-20=-1981/228, 9-12=-2029/226 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 4-9-7, Exterior(2) 4-9-7 to 9-3-1, Interior(1) 9-3-1 to 20-2-6, Exterior(2) 20-2-6 to 24-8-0, Interior(1) 24-8-0 to 32-5-10, Exterior(2) 32-5-10 to 36-11-3, Interior(1) 36-11-3 to 45-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 20. This connection is for uplift only and does not consider lateral forces. 8) H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12. This connection is for uplift only and does not consider lateral forces. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection.Continued on page 2 April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T7 Truss Type Piggyback Base Qty 1 Ply 1 WF61 Job Reference (optional) I41106315 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:33 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-o__GEC?ro3QJ1BXM4pNtdAFu4DMb9SmJw38nc?zMWzm LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-7=-60, 7-26=-60, 10-11=-60, 12-20=-20 Trapezoidal Loads (plf) Vert: 26=-100-to-10=-149 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-50, 2-3=-50, 3-4=-50, 4-5=-50, 5-7=-50, 7-26=-50, 10-11=-50, 20-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Trapezoidal Loads (plf) Vert: 26=-85-to-10=-134 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-20, 4-5=-20, 5-7=-20, 7-26=-20, 10-11=-20, 12-20=-40 Trapezoidal Loads (plf) Vert: 26=-50-to-10=-99 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-21=20, 3-21=15, 3-22=23, 4-22=18, 4-5=15, 5-24=23, 7-24=18, 7-26=20, 10-11=11, 12-20=-6 Horz: 1-2=-44, 2-21=-29, 3-21=-24, 4-5=-24, 7-27=29, 10-27=24, 10-11=19, 2-20=13, 10-12=24 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=28-to-27=22, 27=17-to-10=-25 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=20, 3-4=18, 4-23=15, 5-23=20, 5-25=18, 7-25=23, 7-26=15, 10-11=35, 12-20=-6 Horz: 1-2=-19, 2-3=-29, 4-23=-24, 5-23=-29, 7-28=24, 10-28=29, 10-11=44, 2-20=-24, 10-12=-13 Drag: 6-25=0, 7-25=0 Trapezoidal Loads (plf) Vert: 26=24-to-28=-7, 28=-2-to-10=-20 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-3=-44, 3-4=-29, 4-5=-44, 5-7=-29, 7-26=-44, 10-11=-39, 12-20=-20 Horz: 1-2=-19, 2-3=24, 4-5=24, 7-10=-24, 10-11=-19, 2-20=-15, 10-12=-21 Drag: 6-7=-0 Trapezoidal Loads (plf) Vert: 26=-76-to-10=-124 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-3=-44, 3-4=-29, 4-5=-44, 5-7=-29, 7-26=-44, 10-11=-1, 12-20=-20 Horz: 1-2=19, 2-3=24, 4-5=24, 7-10=-24, 10-11=19, 2-20=21, 10-12=15 Drag: 6-7=-0 Trapezoidal Loads (plf) Vert: 26=-76-to-10=-124 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-3=-11, 3-4=22, 4-5=-11, 5-7=22, 7-26=9, 10-11=4, 12-20=-6 Horz: 1-2=-8, 2-3=2, 4-5=2, 7-10=17, 10-11=13, 2-20=12, 10-12=16 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=17-to-10=-32 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 3-4=9, 4-5=9, 5-7=22, 7-26=-11, 10-11=-1, 12-20=-6 Horz: 1-2=-13, 2-3=-17, 4-5=-17, 7-10=-2, 10-11=8, 2-20=-16, 10-12=-12 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=-3-to-10=-51 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-3=-31, 3-4=2, 4-5=-31, 5-7=2, 7-26=-12, 10-11=-7, 12-20=-20 Horz: 1-2=7, 2-3=11, 4-5=11, 7-10=8, 10-11=13, 2-20=21, 10-12=7 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=-37-to-10=-86 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-12, 3-4=-12, 4-5=-12, 5-7=2, 7-26=-31, 10-11=-27, 12-20=-20 Horz: 1-2=-13, 2-3=-8, 4-5=-8, 7-10=-11, 10-11=-7, 2-20=-7, 10-12=-21 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=-56-to-10=-105 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T7 Truss Type Piggyback Base Qty 1 Ply 1 WF61 Job Reference (optional) I41106315 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:33 2020 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-o__GEC?ro3QJ1BXM4pNtdAFu4DMb9SmJw38nc?zMWzm LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=17, 2-3=22, 3-4=22, 4-5=22, 5-7=9, 7-26=9, 10-11=4, 12-20=-6 Horz: 1-2=-26, 2-3=-30, 4-5=-30, 7-10=17, 10-11=13, 2-20=10, 10-12=15 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=17-to-10=-32 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 3-4=9, 4-5=9, 5-7=9, 7-26=22, 10-11=17, 12-20=-6 Horz: 1-2=-13, 2-3=-17, 4-5=-17, 7-10=30, 10-11=26, 2-20=-15, 10-12=-10 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=30-to-10=-19 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-3=22, 3-4=22, 4-5=22, 5-7=9, 7-26=9, 10-11=4, 12-20=-6 Horz: 1-2=-26, 2-3=-30, 4-5=-30, 7-10=17, 10-11=13, 2-20=10, 10-12=15 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=17-to-10=-32 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 3-4=9, 4-5=9, 5-7=9, 7-26=22, 10-11=17, 12-20=-6 Horz: 1-2=-13, 2-3=-17, 4-5=-17, 7-10=30, 10-11=26, 2-20=-15, 10-12=-10 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=30-to-10=-19 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-3=2, 3-4=2, 4-5=2, 5-7=-12, 7-26=-12, 10-11=-7, 12-20=-20 Horz: 1-2=-26, 2-3=-22, 4-5=-22, 7-10=8, 10-11=13, 2-20=19, 10-12=6 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=-41-to-10=-90 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-12, 3-4=-12, 4-5=-12, 5-7=-12, 7-26=2, 10-11=6, 12-20=-20 Horz: 1-2=-13, 2-3=-8, 4-5=-8, 7-10=22, 10-11=26, 2-20=-6, 10-12=-19 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=-21-to-10=-69 18) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-20, 4-5=-20, 5-7=-20, 7-26=-20, 10-11=-20, 20-29=-20, 29-30=-60, 30-31=-20, 31-32=-60, 32-33=-20, 33-34=-60, 12-34=-20 Trapezoidal Loads (plf) Vert: 26=-40-to-10=-89 19) 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=-55, 2-3=-58, 3-4=-34, 4-5=-58, 5-7=-34, 7-26=-44, 10-11=-40, 20-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Horz: 1-2=5, 2-3=8, 4-5=8, 7-10=6, 10-11=10, 2-20=16, 10-12=5 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=-83-to-10=-131 20) 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=-40, 2-3=-44, 3-4=-44, 4-5=-44, 5-7=-34, 7-26=-58, 10-11=-55, 20-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Horz: 1-2=-10, 2-3=-6, 4-5=-6, 7-10=-8, 10-11=-5, 2-20=-5, 10-12=-16 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=-97-to-10=-146 21) 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=-31, 2-3=-34, 3-4=-34, 4-5=-34, 5-7=-44, 7-26=-44, 10-11=-40, 20-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Horz: 1-2=-19, 2-3=-16, 4-5=-16, 7-10=6, 10-11=10, 2-20=14, 10-12=5 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=-86-to-10=-135 22) 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 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T7 Truss Type Piggyback Base Qty 1 Ply 1 WF61 Job Reference (optional) I41106315 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:33 2020 Page 4 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-o__GEC?ro3QJ1BXM4pNtdAFu4DMb9SmJw38nc?zMWzm LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-40, 2-3=-44, 3-4=-44, 4-5=-44, 5-7=-44, 7-26=-34, 10-11=-31, 20-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Horz: 1-2=-10, 2-3=-6, 4-5=-6, 7-10=16, 10-11=19, 2-20=-5, 10-12=-14 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=-70-to-10=-119 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-7=-60, 7-26=-20, 10-11=-20, 12-20=-20 Trapezoidal Loads (plf) Vert: 26=-60-to-10=-109 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-20, 2-3=-20, 3-4=-20, 4-5=-20, 5-7=-60, 7-26=-60, 10-11=-60, 12-20=-20 Trapezoidal Loads (plf) Vert: 26=-100-to-10=-149 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: 1-2=-50, 2-3=-50, 3-4=-50, 4-5=-50, 5-7=-50, 7-26=-20, 10-11=-20, 20-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Trapezoidal Loads (plf) Vert: 26=-55-to-10=-104 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: 1-2=-20, 2-3=-20, 3-4=-20, 4-5=-20, 5-7=-50, 7-26=-50, 10-11=-50, 20-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Trapezoidal Loads (plf) Vert: 26=-85-to-10=-134 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-21=20, 3-21=15, 3-22=23, 4-22=18, 4-5=15, 5-24=23, 7-24=18, 7-26=20, 10-11=11, 12-20=-6 Horz: 1-2=-44, 2-21=-29, 3-21=-24, 4-5=-24, 7-27=29, 10-27=24, 10-11=19, 2-20=13, 10-12=24 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=28-to-27=22, 27=17-to-10=-25 28) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-3=20, 3-4=18, 4-23=15, 5-23=20, 5-25=18, 7-25=23, 7-26=15, 10-11=35, 12-20=-6 Horz: 1-2=-19, 2-3=-29, 4-23=-24, 5-23=-29, 7-28=24, 10-28=29, 10-11=44, 2-20=-24, 10-12=-13 Drag: 6-25=0, 7-25=0 Trapezoidal Loads (plf) Vert: 26=24-to-28=-7, 28=-2-to-10=-20 29) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-3=-44, 3-4=-29, 4-5=-44, 5-7=-29, 7-26=-44, 10-11=-39, 12-20=-20 Horz: 1-2=-19, 2-3=24, 4-5=24, 7-10=-24, 10-11=-19, 2-20=-15, 10-12=-21 Drag: 6-7=-0 Trapezoidal Loads (plf) Vert: 26=-76-to-10=-124 30) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-3=-44, 3-4=-29, 4-5=-44, 5-7=-29, 7-26=-44, 10-11=-1, 12-20=-20 Horz: 1-2=19, 2-3=24, 4-5=24, 7-10=-24, 10-11=19, 2-20=21, 10-12=15 Drag: 6-7=-0 Trapezoidal Loads (plf) Vert: 26=-76-to-10=-124 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-3=-11, 3-4=22, 4-5=-11, 5-7=22, 7-26=9, 10-11=4, 12-20=-6 Horz: 1-2=-8, 2-3=2, 4-5=2, 7-10=17, 10-11=13, 2-20=12, 10-12=16 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=17-to-10=-32 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 3-4=9, 4-5=9, 5-7=22, 7-26=-11, 10-11=-1, 12-20=-6 Horz: 1-2=-13, 2-3=-17, 4-5=-17, 7-10=-2, 10-11=8, 2-20=-16, 10-12=-12 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=-3-to-10=-51 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-3=-31, 3-4=2, 4-5=-31, 5-7=2, 7-26=-12, 10-11=-7, 12-20=-20 Horz: 1-2=7, 2-3=11, 4-5=11, 7-10=8, 10-11=13, 2-20=21, 10-12=7 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=-37-to-10=-86 Continued on page 5 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T7 Truss Type Piggyback Base Qty 1 Ply 1 WF61 Job Reference (optional) I41106315 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:33 2020 Page 5 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-o__GEC?ro3QJ1BXM4pNtdAFu4DMb9SmJw38nc?zMWzm LOAD CASE(S) Standard 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-12, 3-4=-12, 4-5=-12, 5-7=2, 7-26=-31, 10-11=-27, 12-20=-20 Horz: 1-2=-13, 2-3=-8, 4-5=-8, 7-10=-11, 10-11=-7, 2-20=-7, 10-12=-21 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=-56-to-10=-105 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-3=22, 3-4=22, 4-5=22, 5-7=9, 7-26=9, 10-11=4, 12-20=-6 Horz: 1-2=-26, 2-3=-30, 4-5=-30, 7-10=17, 10-11=13, 2-20=10, 10-12=15 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=17-to-10=-32 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 3-4=9, 4-5=9, 5-7=9, 7-26=22, 10-11=17, 12-20=-6 Horz: 1-2=-13, 2-3=-17, 4-5=-17, 7-10=30, 10-11=26, 2-20=-15, 10-12=-10 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=30-to-10=-19 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-3=22, 3-4=22, 4-5=22, 5-7=9, 7-26=9, 10-11=4, 12-20=-6 Horz: 1-2=-26, 2-3=-30, 4-5=-30, 7-10=17, 10-11=13, 2-20=10, 10-12=15 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=17-to-10=-32 38) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-3=9, 3-4=9, 4-5=9, 5-7=9, 7-26=22, 10-11=17, 12-20=-6 Horz: 1-2=-13, 2-3=-17, 4-5=-17, 7-10=30, 10-11=26, 2-20=-15, 10-12=-10 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=30-to-10=-19 39) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-3=2, 3-4=2, 4-5=2, 5-7=-12, 7-26=-12, 10-11=-7, 12-20=-20 Horz: 1-2=-26, 2-3=-22, 4-5=-22, 7-10=8, 10-11=13, 2-20=19, 10-12=6 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=-41-to-10=-90 40) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-3=-12, 3-4=-12, 4-5=-12, 5-7=-12, 7-26=2, 10-11=6, 12-20=-20 Horz: 1-2=-13, 2-3=-8, 4-5=-8, 7-10=22, 10-11=26, 2-20=-6, 10-12=-19 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=-21-to-10=-69 41) 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: 1-2=-55, 2-3=-58, 3-4=-34, 4-5=-58, 5-7=-34, 7-26=-44, 10-11=-40, 20-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Horz: 1-2=5, 2-3=8, 4-5=8, 7-10=6, 10-11=10, 2-20=16, 10-12=5 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=-83-to-10=-131 42) 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: 1-2=-40, 2-3=-44, 3-4=-44, 4-5=-44, 5-7=-34, 7-26=-58, 10-11=-55, 20-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Horz: 1-2=-10, 2-3=-6, 4-5=-6, 7-10=-8, 10-11=-5, 2-20=-5, 10-12=-16 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=-97-to-10=-146 43) 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 6 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T7 Truss Type Piggyback Base Qty 1 Ply 1 WF61 Job Reference (optional) I41106315 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:33 2020 Page 6 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-o__GEC?ro3QJ1BXM4pNtdAFu4DMb9SmJw38nc?zMWzm LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-31, 2-3=-34, 3-4=-34, 4-5=-34, 5-7=-44, 7-26=-44, 10-11=-40, 20-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Horz: 1-2=-19, 2-3=-16, 4-5=-16, 7-10=6, 10-11=10, 2-20=14, 10-12=5 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=-86-to-10=-135 44) 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: 1-2=-40, 2-3=-44, 3-4=-44, 4-5=-44, 5-7=-44, 7-26=-34, 10-11=-31, 20-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Horz: 1-2=-10, 2-3=-6, 4-5=-6, 7-10=16, 10-11=19, 2-20=-5, 10-12=-14 Drag: 6-7=0 Trapezoidal Loads (plf) Vert: 26=-70-to-10=-119 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T8 Truss Type Piggyback Base Qty 1 Ply 1 WF61 Job Reference (optional) I41106316 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:34 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-GAYeRY0TZNYAfK6YeXu6AOo1GceVuz0S8juK8RzMWzl Scale = 1:87.8 12 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 22 23 24 25 26 27 28 29 30 31 32 33 34 6x8 8x8 5x12 MT20HS 3x10 5x10 5x6 5x6 4x6 2x4 6x8 3x4 3x4 5x6 4x8 2x4 4x8 6x12 MT20HS 5x6 5x6 5x8 WB 7-2-47-2-4 15-2-48-0-0 24-11-29-8-14 34-8-09-8-14 44-8-010-0-0 -1-0-0 1-0-0 7-2-4 7-2-4 15-2-4 8-0-0 20-2-6 5-0-2 26-4-0 6-1-10 32-5-10 6-1-10 38-5-1 5-11-7 44-8-0 6-2-15 45-8-0 1-0-0 1-4-07-3-1411-6-01-4-011-6-010.00 12 Plate Offsets (X,Y)-- [4:0-5-8,0-3-0], [5:0-4-0,Edge], [6:0-9-4,0-2-4], [8:0-4-4,0-2-0], [18:0-2-0,0-2-4] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.99 0.66 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.38 -1.00 0.15 (loc) 16-18 16-18 12 l/defl >999 >538 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 285 lb FT = 20% GRIP 169/123 127/93 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 5-6,6-8: 2x4 SPF No.2, 8-9,9-13: 2x4 SPF-S 1650F 1.6E BOT CHORD 2x4 SP No.1 *Except* 12-15: 2x6 SP No.2, 15-17: 2x4 SP DSS, 17-19: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Left 2x8 SP No.2 -x 4-11-9, Right 2x8 SP No.2 -x 4-3-11 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-6-10 max.): 4-5, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 6-16, 7-16, 7-14, 6-18 REACTIONS. (size)2=0-3-8, 12=0-3-8 (req. 0-3-13) Max Horz 2=216(LC 9) Max Uplift 2=-258(LC 12), 12=-54(LC 13) Max Grav 2=1924(LC 2), 12=2429(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2483/369, 4-5=-2859/474, 5-6=-3887/714, 6-7=-2033/398, 7-8=-1555/327, 8-10=-2491/388, 10-12=-2943/342 BOT CHORD 2-20=-245/1705, 18-20=-244/1709, 16-18=-185/1975, 14-16=-162/2002, 12-14=-132/1940 WEBS 4-20=0/298, 4-18=-184/1531, 5-18=-2754/564, 6-16=-64/300, 7-16=-56/336, 7-14=-811/191, 8-14=-128/1195, 10-14=-401/174, 6-18=-440/2247 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 7-2-4, Exterior(2) 7-2-4 to 11-7-14, Interior(1) 11-7-14 to 20-2-6, Exterior(2) 20-2-6 to 24-8-0, Interior(1) 24-8-0 to 32-5-10, Exterior(2) 32-5-10 to 36-11-3, Interior(1) 36-11-3 to 45-8-0 zone; cantilever left and right exposed ; end vertical 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) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2. This connection is for uplift only and does not consider lateral forces. 9) H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 12. This connection is for uplift only and does not consider lateral forces. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Continued on page 2 April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T8 Truss Type Piggyback Base Qty 1 Ply 1 WF61 Job Reference (optional) I41106316 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:35 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-kN50eu16Khg1HUhkCEPLibKC00_kdQFcNNdugtzMWzk NOTES- 12) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-6=-60, 6-8=-60, 8-26=-60, 12-13=-60, 2-12=-20 Trapezoidal Loads (plf) Vert: 26=-100-to-12=-150 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, 4-5=-50, 5-6=-50, 6-8=-50, 8-26=-50, 12-13=-50, 2-20=-20, 20-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Trapezoidal Loads (plf) Vert: 26=-85-to-12=-135 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-5=-20, 5-6=-20, 6-8=-20, 8-26=-20, 12-13=-20, 2-12=-40 Trapezoidal Loads (plf) Vert: 26=-50-to-12=-100 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 3-4=15, 4-22=23, 5-22=18, 5-6=15, 6-24=23, 8-24=18, 8-26=20, 12-13=11, 2-12=-6 Horz: 1-2=44, 2-3=-29, 3-4=-24, 5-6=-24, 8-9=29, 9-12=24, 12-13=-19 Drag: 4-22=-0, 5-22=-0, 6-24=-0, 7-24=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=28-to-9=21, 9=16-to-12=-26 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-21=15, 4-21=20, 4-5=18, 5-23=15, 6-23=20, 6-25=18, 8-25=23, 8-26=15, 12-13=35, 2-12=-6 Horz: 1-2=19, 2-21=-24, 4-21=-29, 5-23=-24, 6-23=-29, 8-27=24, 12-27=29, 12-13=-44 Drag: 4-5=-0, 6-7=-0, 7-25=0, 8-25=0 Trapezoidal Loads (plf) Vert: 26=24-to-27=-7, 27=-2-to-12=-22 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-4=-44, 4-5=-29, 5-6=-44, 6-8=-29, 8-26=-44, 12-13=-39, 2-12=-20 Horz: 1-2=19, 2-4=24, 5-6=24, 8-12=-24, 12-13=19 Drag: 4-5=0, 6-7=0, 7-8=-0 Trapezoidal Loads (plf) Vert: 26=-76-to-12=-126 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-4=-44, 4-5=-29, 5-6=-44, 6-8=-29, 8-26=-44, 12-13=-1, 2-12=-20 Horz: 1-2=-19, 2-4=24, 5-6=24, 8-12=-24, 12-13=-19 Drag: 4-5=0, 6-7=0, 7-8=-0 Trapezoidal Loads (plf) Vert: 26=-76-to-12=-126 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-4=-11, 4-5=22, 5-6=-11, 6-8=22, 8-26=9, 12-13=4, 2-12=-6 Horz: 1-2=8, 2-4=2, 5-6=2, 8-12=17, 12-13=-13 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=17-to-12=-33 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-5=9, 5-6=9, 6-8=22, 8-26=-11, 12-13=-1, 2-12=-6 Horz: 1-2=13, 2-4=-17, 5-6=-17, 8-12=-2, 12-13=-8 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=-3-to-12=-53 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-4=-31, 4-5=2, 5-6=-31, 6-8=2, 8-26=-12, 12-13=-7, 2-12=-20 Horz: 1-2=-7, 2-4=11, 5-6=11, 8-12=8, 12-13=-13 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=-37-to-12=-87 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-4=-12, 4-5=-12, 5-6=-12, 6-8=2, 8-26=-31, 12-13=-27, 2-12=-20 Horz: 1-2=13, 2-4=-8, 5-6=-8, 8-12=-11, 12-13=7 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=-56-to-12=-106 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T8 Truss Type Piggyback Base Qty 1 Ply 1 WF61 Job Reference (optional) I41106316 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:35 2020 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-kN50eu16Khg1HUhkCEPLibKC00_kdQFcNNdugtzMWzk LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=17, 2-4=22, 4-5=22, 5-6=22, 6-8=9, 8-26=9, 12-13=4, 2-12=-6 Horz: 1-2=26, 2-4=-30, 5-6=-30, 8-12=17, 12-13=-13 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=17-to-12=-33 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-5=9, 5-6=9, 6-8=9, 8-26=22, 12-13=17, 2-12=-6 Horz: 1-2=13, 2-4=-17, 5-6=-17, 8-12=30, 12-13=-26 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=30-to-12=-20 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-4=22, 4-5=22, 5-6=22, 6-8=9, 8-26=9, 12-13=4, 2-12=-6 Horz: 1-2=26, 2-4=-30, 5-6=-30, 8-12=17, 12-13=-13 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=17-to-12=-33 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-5=9, 5-6=9, 6-8=9, 8-26=22, 12-13=17, 2-12=-6 Horz: 1-2=13, 2-4=-17, 5-6=-17, 8-12=30, 12-13=-26 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=30-to-12=-20 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=2, 4-5=2, 5-6=2, 6-8=-12, 8-26=-12, 12-13=-7, 2-12=-20 Horz: 1-2=26, 2-4=-22, 5-6=-22, 8-12=8, 12-13=-13 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=-34-to-12=-84 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-4=-12, 4-5=-12, 5-6=-12, 6-8=-12, 8-26=2, 12-13=6, 2-12=-20 Horz: 1-2=13, 2-4=-8, 5-6=-8, 8-12=22, 12-13=-26 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=-21-to-12=-71 18) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 4-5=-20, 5-6=-20, 6-8=-20, 8-26=-20, 12-13=-20, 2-20=-20, 20-28=-60, 28-29=-20, 29-30=-60, 30-31=-20, 31-32=-60, 32-33=-20, 33-34=-60, 12-34=-20 Trapezoidal Loads (plf) Vert: 26=-40-to-12=-90 19) 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=-55, 2-4=-58, 4-5=-34, 5-6=-58, 6-8=-34, 8-26=-44, 12-13=-40, 2-20=-20, 20-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Horz: 1-2=-5, 2-4=8, 5-6=8, 8-12=6, 12-13=-10 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=-83-to-12=-133 20) 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=-40, 2-4=-44, 4-5=-44, 5-6=-44, 6-8=-34, 8-26=-58, 12-13=-55, 2-20=-20, 20-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Horz: 1-2=10, 2-4=-6, 5-6=-6, 8-12=-8, 12-13=5 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=-97-to-12=-147 21) 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=-31, 2-4=-34, 4-5=-34, 5-6=-34, 6-8=-44, 8-26=-44, 12-13=-40, 2-20=-20, 20-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Horz: 1-2=19, 2-4=-16, 5-6=-16, 8-12=6, 12-13=-10 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=-80-to-12=-130 Continued on page 4 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T8 Truss Type Piggyback Base Qty 1 Ply 1 WF61 Job Reference (optional) I41106316 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:35 2020 Page 4 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-kN50eu16Khg1HUhkCEPLibKC00_kdQFcNNdugtzMWzk LOAD CASE(S) Standard 22) 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=-40, 2-4=-44, 4-5=-44, 5-6=-44, 6-8=-44, 8-26=-34, 12-13=-31, 2-20=-20, 20-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Horz: 1-2=10, 2-4=-6, 5-6=-6, 8-12=16, 12-13=-19 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=-70-to-12=-120 23) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-6=-60, 6-8=-60, 8-26=-20, 12-13=-20, 2-12=-20 Trapezoidal Loads (plf) Vert: 26=-60-to-12=-110 24) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-20, 4-5=-20, 5-6=-20, 6-8=-60, 8-26=-60, 12-13=-60, 2-12=-20 Trapezoidal Loads (plf) Vert: 26=-100-to-12=-150 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: 1-4=-50, 4-5=-50, 5-6=-50, 6-8=-50, 8-26=-20, 12-13=-20, 2-20=-20, 20-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Trapezoidal Loads (plf) Vert: 26=-55-to-12=-105 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: 1-4=-20, 4-5=-20, 5-6=-20, 6-8=-50, 8-26=-50, 12-13=-50, 2-20=-20, 20-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Trapezoidal Loads (plf) Vert: 26=-85-to-12=-135 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=35, 2-3=20, 3-4=15, 4-22=23, 5-22=18, 5-6=15, 6-24=23, 8-24=18, 8-26=20, 12-13=11, 2-12=-6 Horz: 1-2=44, 2-3=-29, 3-4=-24, 5-6=-24, 8-9=29, 9-12=24, 12-13=-19 Drag: 4-22=-0, 5-22=-0, 6-24=-0, 7-24=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=28-to-9=21, 9=16-to-12=-26 28) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-21=15, 4-21=20, 4-5=18, 5-23=15, 6-23=20, 6-25=18, 8-25=23, 8-26=15, 12-13=35, 2-12=-6 Horz: 1-2=19, 2-21=-24, 4-21=-29, 5-23=-24, 6-23=-29, 8-27=24, 12-27=29, 12-13=-44 Drag: 4-5=-0, 6-7=-0, 7-25=0, 8-25=0 Trapezoidal Loads (plf) Vert: 26=24-to-27=-7, 27=-2-to-12=-22 29) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-4=-44, 4-5=-29, 5-6=-44, 6-8=-29, 8-26=-44, 12-13=-39, 2-12=-20 Horz: 1-2=19, 2-4=24, 5-6=24, 8-12=-24, 12-13=19 Drag: 4-5=0, 6-7=0, 7-8=-0 Trapezoidal Loads (plf) Vert: 26=-76-to-12=-126 30) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-4=-44, 4-5=-29, 5-6=-44, 6-8=-29, 8-26=-44, 12-13=-1, 2-12=-20 Horz: 1-2=-19, 2-4=24, 5-6=24, 8-12=-24, 12-13=-19 Drag: 4-5=0, 6-7=0, 7-8=-0 Trapezoidal Loads (plf) Vert: 26=-76-to-12=-126 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-1, 2-4=-11, 4-5=22, 5-6=-11, 6-8=22, 8-26=9, 12-13=4, 2-12=-6 Horz: 1-2=8, 2-4=2, 5-6=2, 8-12=17, 12-13=-13 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=17-to-12=-33 32) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-5=9, 5-6=9, 6-8=22, 8-26=-11, 12-13=-1, 2-12=-6 Horz: 1-2=13, 2-4=-17, 5-6=-17, 8-12=-2, 12-13=-8 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=-3-to-12=-53 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 5 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T8 Truss Type Piggyback Base Qty 1 Ply 1 WF61 Job Reference (optional) I41106316 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:35 2020 Page 5 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-kN50eu16Khg1HUhkCEPLibKC00_kdQFcNNdugtzMWzk LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-27, 2-4=-31, 4-5=2, 5-6=-31, 6-8=2, 8-26=-12, 12-13=-7, 2-12=-20 Horz: 1-2=-7, 2-4=11, 5-6=11, 8-12=8, 12-13=-13 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=-37-to-12=-87 34) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-4=-12, 4-5=-12, 5-6=-12, 6-8=2, 8-26=-31, 12-13=-27, 2-12=-20 Horz: 1-2=13, 2-4=-8, 5-6=-8, 8-12=-11, 12-13=7 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=-56-to-12=-106 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-4=22, 4-5=22, 5-6=22, 6-8=9, 8-26=9, 12-13=4, 2-12=-6 Horz: 1-2=26, 2-4=-30, 5-6=-30, 8-12=17, 12-13=-13 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=17-to-12=-33 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-5=9, 5-6=9, 6-8=9, 8-26=22, 12-13=17, 2-12=-6 Horz: 1-2=13, 2-4=-17, 5-6=-17, 8-12=30, 12-13=-26 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=30-to-12=-20 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-4=22, 4-5=22, 5-6=22, 6-8=9, 8-26=9, 12-13=4, 2-12=-6 Horz: 1-2=26, 2-4=-30, 5-6=-30, 8-12=17, 12-13=-13 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=17-to-12=-33 38) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 4-5=9, 5-6=9, 6-8=9, 8-26=22, 12-13=17, 2-12=-6 Horz: 1-2=13, 2-4=-17, 5-6=-17, 8-12=30, 12-13=-26 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=30-to-12=-20 39) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=2, 4-5=2, 5-6=2, 6-8=-12, 8-26=-12, 12-13=-7, 2-12=-20 Horz: 1-2=26, 2-4=-22, 5-6=-22, 8-12=8, 12-13=-13 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=-34-to-12=-84 40) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-4=-12, 4-5=-12, 5-6=-12, 6-8=-12, 8-26=2, 12-13=6, 2-12=-20 Horz: 1-2=13, 2-4=-8, 5-6=-8, 8-12=22, 12-13=-26 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=-21-to-12=-71 41) 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: 1-2=-55, 2-4=-58, 4-5=-34, 5-6=-58, 6-8=-34, 8-26=-44, 12-13=-40, 2-20=-20, 20-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Horz: 1-2=-5, 2-4=8, 5-6=8, 8-12=6, 12-13=-10 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=-83-to-12=-133 42) 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: 1-2=-40, 2-4=-44, 4-5=-44, 5-6=-44, 6-8=-34, 8-26=-58, 12-13=-55, 2-20=-20, 20-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Horz: 1-2=10, 2-4=-6, 5-6=-6, 8-12=-8, 12-13=5 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=-97-to-12=-147 Continued on page 6 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T8 Truss Type Piggyback Base Qty 1 Ply 1 WF61 Job Reference (optional) I41106316 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:35 2020 Page 6 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-kN50eu16Khg1HUhkCEPLibKC00_kdQFcNNdugtzMWzk LOAD CASE(S) Standard 43) 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 Uniform Loads (plf) Vert: 1-2=-31, 2-4=-34, 4-5=-34, 5-6=-34, 6-8=-44, 8-26=-44, 12-13=-40, 2-20=-20, 20-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Horz: 1-2=19, 2-4=-16, 5-6=-16, 8-12=6, 12-13=-10 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=-80-to-12=-130 44) 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: 1-2=-40, 2-4=-44, 4-5=-44, 5-6=-44, 6-8=-44, 8-26=-34, 12-13=-31, 2-20=-20, 20-28=-50, 28-29=-20, 29-30=-50, 30-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 12-34=-20 Horz: 1-2=10, 2-4=-6, 5-6=-6, 8-12=16, 12-13=-19 Drag: 4-5=-0, 6-7=-0, 7-8=0 Trapezoidal Loads (plf) Vert: 26=-70-to-12=-120 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T9 Truss Type Piggyback Base Qty 1 Ply 1 WF61 Job Reference (optional) I41106317 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:36 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-CZfPsE2k5_ouueGxmyxaFptTYQGZMqmlc1NRDKzMWzj Scale = 1:82.7 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 23 24 25 26 27 28 29 30 31 32 33 5x6 5x10 8x8 6x8 3x6 4x6 3x10 4x4 5x6 2x4 4x8 3x4 4x4 3x6 5x12 MT20HS 5x12 MT20HS 3x6 4x6 4x8 9-7-19-7-1 17-7-18-0-0 26-6-38-11-2 35-5-58-11-2 44-8-09-2-11 -1-0-0 1-0-0 4-11-4 4-11-4 9-7-1 4-7-12 17-7-1 8-0-0 20-2-6 2-7-6 26-6-3 6-3-13 32-5-10 5-11-7 38-5-1 5-11-7 44-8-0 6-2-15 1-4-09-3-1411-6-01-4-011-6-010.00 12 Plate Offsets (X,Y)-- [4:0-3-4,0-2-4], [5:0-5-4,0-3-0], [6:0-6-4,0-2-0], [8:0-6-4,0-2-0], [9:0-1-8,0-2-0], [17:0-2-12,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.62 0.94 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.72 0.17 (loc) 15-17 19-20 12 l/defl >999 >735 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 252 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 14-16: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-8 max.): 4-5, 6-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 17-19. WEBS 1 Row at midpt 5-19, 5-17, 6-15, 7-15, 3-20, 9-12 REACTIONS. (size)20=0-3-8, 12=0-3-8 Max Horz 20=225(LC 9) Max Uplift 20=-266(LC 12), 12=-180(LC 13) Max Grav 20=1848(LC 2), 12=1880(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-350/134, 3-4=-2099/402, 4-5=-1574/347, 5-6=-3047/634, 6-7=-1874/414, 7-8=-1874/414, 8-9=-2210/449, 9-11=-390/147, 2-20=-383/165, 11-12=-353/137 BOT CHORD 19-20=-304/1515, 17-19=-243/2285, 15-17=-195/1881, 13-15=-111/1509, 12-13=-205/1637 WEBS 4-19=-126/965, 5-19=-1082/174, 5-17=-1409/414, 6-17=-377/1779, 7-15=-412/159, 8-15=-159/837, 8-13=-151/496, 3-20=-1941/256, 9-12=-2046/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 3-5-10, Interior(1) 3-5-10 to 9-7-1, Exterior(2) 9-7-1 to 14-0-10, Interior(1) 14-0-10 to 20-2-6, Exterior(2) 20-2-6 to 24-8-0, Interior(1) 24-8-0 to 32-5-10, Exterior(2) 32-5-10 to 36-11-3, Interior(1) 36-11-3 to 44-6-4 zone; cantilever left and right exposed ; 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) 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 20 and 12. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 WF61 Job Reference (optional) I41106318 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:21 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-8gFki5sKdNv0bLd2NI938flyaNCQL3LY9CE8BhzMWzy Scale = 1:98.4 1 2 3 4 5 6 7 8 9 10 11 12 13 1415 16 25 24 23 22 21 20 19 18 17 26 27 28 29 30 31 32 33 34 35 36 37 38 4x6 5x6 4x6 8x8 6x8 5x6 5x10 4x4 4x4 4x6 3x4 5x6 4x8 4x8 2x4 4x4 8x8 4x4 4x8 2x4 5x12 MT20HS4x6 2x4 12-2-6 12-2-6 22-5-12 10-3-6 33-6-14 11-1-2 44-8-0 11-1-2 50-4-8 5-8-8 50-6-0 0-1-8 50-11-8 0-5-8 -1-0-0 1-0-0 6-2-15 6-2-15 12-2-6 5-11-7 18-11-7 6-9-1 25-8-9 6-9-1 32-5-10 6-9-1 37-3-6 4-9-12 44-8-0 7-4-10 45-6-14 0-10-14 50-4-8 4-9-10 50-11-8 0-7-0 51-11-8 1-0-0 1-4-07-5-1411-6-01-0-02-0-011-6-010.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-12], [10:0-5-8,0-3-4], [13:0-3-0,0-2-12], [15:0-0-5,0-0-6], [15:0-0-11,0-3-9], [22:0-0-0,0-2-12], [23:0-2-4,0-4-8] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.41 0.72 0.80 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.50 0.12 (loc) 2-25 2-25 19 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 330 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 12-19: 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -x 4-2-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except 2-0-0 oc purlins (5-1-14 max.): 6-10, 11-13. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-25, 7-25, 9-20 2 Rows at 1/3 pts 11-19 REACTIONS. (size)2=0-3-8, 19=0-3-8, 17=0-3-0 Max Horz 2=206(LC 9) Max Uplift 2=-201(LC 12), 19=-309(LC 9), 17=-113(LC 13) Max Grav 2=1924(LC 2), 19=2193(LC 2), 17=259(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2360/396, 4-6=-2123/411, 6-7=-1592/368, 7-9=-1966/420, 9-10=-1498/368, 10-11=-2135/440 BOT CHORD 2-25=-319/1644, 23-25=-304/1905, 20-23=-278/1898, 19-20=-205/1595, 18-19=-589/174, 12-18=-533/207 WEBS 6-25=-136/975, 7-25=-677/223, 7-23=-32/250, 9-23=-13/285, 9-20=-759/211, 10-20=-163/1028, 14-17=-312/231, 11-19=-2242/331 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 4-1-2, Interior(1) 4-1-2 to 12-2-6, Exterior(2) 12-2-6 to 17-3-9, Interior(1) 17-3-9 to 32-5-10, Exterior(2) 32-5-10 to 37-3-6, Interior(1) 37-3-6 to 45-6-14, Exterior(2) 45-6-14 to 50-4-8, Interior(1) 50-4-8 to 51-11-8 zone; cantilever left and right exposed ; porch 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 19, and 17. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 WF61 Job Reference (optional) I41106319 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:23 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-53NU7nta9?9kqenRVjCXD3rGeBtkp?MrcWjFFazMWzw Scale = 1:98.4 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 24 23 22 21 20 19 18 17 16 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 4x6 8x8 4x6 8x8 5x6 8x8 5x10 4x4 4x4 4x6 3x4 3x4 4x8 4x4 2x4 4x8 2x4 5x8 5x12 MT20HS 5x6 5x8 2x4 2x4 11-4-10 11-4-10 22-4-0 10-11-6 34-10-9 12-6-9 44-8-0 9-9-7 50-4-8 5-8-8 50-6-0 0-1-8 50-11-8 0-5-8 -1-0-0 1-0-0 6-2-15 6-2-15 12-2-6 5-11-7 22-4-0 10-1-10 32-5-10 10-1-10 34-10-9 2-4-15 43-2-1 8-3-8 44-8-0 1-5-15 50-4-8 5-8-8 50-11-8 0-7-0 51-11-8 1-0-0 1-4-09-5-1411-6-01-0-02-0-011-6-010.00 12 Plate Offsets (X,Y)-- [6:0-5-0,0-4-8], [9:0-6-0,0-3-12], [10:0-3-0,0-2-12], [11:0-4-12,0-2-12], [14:0-0-5,0-0-6], [14:0-0-11,0-3-9], [19:0-1-8,0-2-4] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.57 0.73 0.70 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.65 0.09 (loc) 19-21 19-21 18 l/defl >999 >823 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 329 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 12-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -x 4-2-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-1 oc purlins, except 2-0-0 oc purlins (4-8-6 max.): 6-9, 10-11. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-21, 8-21, 10-19, 11-18 REACTIONS. (size)2=0-3-8, 18=0-3-8 (req. 0-3-9), 16=0-3-0 Max Horz 2=207(LC 9) Max Uplift 2=-203(LC 12), 18=-270(LC 9), 16=-137(LC 13) Max Grav 2=1929(LC 2), 18=2280(LC 2), 16=276(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2389/393, 4-6=-2159/421, 6-8=-1996/449, 8-9=-1996/449, 9-10=-2132/521, 10-11=-1619/374, 11-12=-260/261 BOT CHORD 2-24=-335/1659, 21-24=-281/1575, 19-21=-233/1526, 17-18=-487/261, 12-17=-394/191 WEBS 6-24=-92/558, 6-21=-213/693, 8-21=-681/255, 9-21=-158/757, 9-19=-230/543, 10-19=-1571/414, 11-19=-271/2061, 11-18=-1712/356, 13-16=-291/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 4-1-2, Interior(1) 4-1-2 to 12-2-6, Exterior(2) 12-2-6 to 17-3-9, Interior(1) 17-3-9 to 32-5-10, Exterior(2) 32-5-10 to 34-10-9, Interior(1) 34-10-9 to 43-2-1, Exterior(2) 43-2-1 to 48-3-3, Interior(1) 48-3-3 to 51-11-8 zone; cantilever left and right exposed ; porch 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) WARNING: Required bearing size at joint(s) 18 greater than input bearing size. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 16. This connection is for uplift only and does not consider lateral forces. 9) H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 18. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection.April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 WF61 Job Reference (optional) I41106320 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:24 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-ZFxsL7uCwIHbSoLd3QjmmHNRuaFZYRg_rAToo0zMWzv Scale = 1:98.4 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 24 23 22 21 20 19 18 17 16 25 26 27 28 29 30 31 32 33 34 35 36 37 4x6 8x8 4x6 6x8 4x6 5x10 4x4 4x4 4x6 3x4 5x6 4x8 4x4 2x4 4x4 4x4 4x4 5x12 MT20HS 4x4 2x4 4x6 2x4 2x4 10-4-2 10-4-2 20-4-12 10-0-10 30-5-6 10-0-10 40-6-0 10-0-10 45-10-0 5-4-0 50-4-8 4-6-8 50-6-0 0-1-8 50-11-8 0-5-8 -1-0-0 1-0-0 6-2-15 6-2-15 12-2-6 5-11-7 22-4-0 10-1-10 32-5-10 10-1-10 32-5-12 0-0-2 40-9-4 8-3-8 45-10-0 5-0-12 50-4-8 4-6-8 50-11-8 0-7-0 51-11-8 1-0-0 1-4-011-5-1411-6-01-0-02-0-011-6-010.00 12 Plate Offsets (X,Y)-- [6:0-5-12,0-3-8], [9:0-3-4,0-3-8], [11:0-3-0,0-3-0], [12:0-1-8,0-2-0], [14:0-0-11,0-3-9], [14:0-0-5,0-0-6], [20:0-1-8,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.53 0.63 0.76 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.28 0.08 (loc) 19-20 19-20 19 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 328 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 10-19: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 9-19: 2x4 SP 2400F 2.0E WEDGE Right: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -x 4-2-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins, except 2-0-0 oc purlins (5-1-13 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. 1 Row at midpt 10-18 WEBS 1 Row at midpt 7-22, 7-20, 9-19 REACTIONS. (size)2=0-3-8, 19=0-3-8, 16=0-3-0 Max Horz 2=207(LC 9) Max Uplift 2=-201(LC 12), 19=-363(LC 9), 16=-205(LC 13) Max Grav 2=1775(LC 25), 19=2165(LC 2), 16=452(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2195/362, 4-6=-1972/407, 6-7=-1646/390, 7-9=-1218/344, 9-10=-186/251, 11-12=-207/257, 12-13=-331/258 BOT CHORD 2-24=-313/1526, 22-24=-262/1384, 20-22=-307/1642, 19-20=-185/1038, 18-19=-671/205, 10-18=-427/93 WEBS 6-24=-116/561, 6-22=-186/513, 7-20=-717/181, 9-20=-82/1028, 9-19=-1807/352, 12-18=-269/203, 13-16=-254/171 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 4-1-2, Interior(1) 4-1-2 to 12-2-6, Exterior(2) 12-2-6 to 17-3-9, Interior(1) 17-3-9 to 40-9-4, Exterior(2) 40-9-4 to 45-10-0, Interior(1) 45-10-0 to 51-11-8 zone; cantilever left and right exposed ; porch 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 19, and 16. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss T13 Truss Type Piggyback Base Qty 2 Ply 1 WF61 Job Reference (optional) I41106321 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:25 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-1SVEYTvqhcPS4ywpc8E?IUwe8_aIHsp74pCMKSzMWzu Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 24 23 22 21 20 19 18 17 16 2526 27 28 29 30 31 32 33 34 35 4x6 5x6 4x6 5x8 5x10 4x4 4x4 4x6 5x6 4x8 4x8 2x4 4x8 2x4 4x4 4x4 5x12 MT20HS 4x4 2x4 2x4 4x6 2x4 12-2-6 12-2-6 21-7-10 9-5-4 31-0-13 9-5-3 40-6-0 9-5-3 45-8-9 5-2-9 50-4-8 4-7-15 50-6-0 0-1-8 50-11-8 0-5-8 -1-0-0 1-0-0 6-2-15 6-2-15 12-2-6 5-11-7 21-7-10 9-5-4 31-0-13 9-5-3 40-9-2 9-8-5 45-8-9 4-11-7 50-4-8 4-7-15 50-11-8 0-7-0 51-11-8 1-0-0 1-4-011-6-01-0-02-0-011-6-010.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-12], [9:0-1-12,0-2-0], [10:0-1-12,0-0-0], [11:0-0-0,0-2-12], [11:0-5-8,0-3-4], [12:0-1-8,0-2-0], [14:0-0-11,0-3-9], [14:0-0-5,0-0-6], [19:Edge ,0-2-12], [20:0-1-12,0-2-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.44 0.66 0.89 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.50 0.09 (loc) 2-24 2-24 19 l/defl >999 >970 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 337 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 10-19: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 7-24,9-19: 2x4 SP 2400F 2.0E WEDGE Right: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -x 4-2-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, except 2-0-0 oc purlins (5-8-7 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-19. 1 Row at midpt 10-18 WEBS 1 Row at midpt 4-24, 7-24, 7-20, 9-19 REACTIONS. (size)2=0-3-8, 19=0-3-8, 16=0-3-0 Max Horz 2=207(LC 9) Max Uplift 2=-201(LC 12), 19=-368(LC 9), 16=-204(LC 13) Max Grav 2=1755(LC 25), 19=2195(LC 2), 16=438(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2116/380, 4-6=-1878/395, 6-7=-1404/359, 7-9=-1204/357, 9-10=-181/251, 11-12=-195/265, 12-13=-317/253 BOT CHORD 2-24=-317/1479, 22-24=-301/1682, 20-22=-301/1682, 19-20=-205/1204, 18-19=-736/222, 10-18=-498/121 WEBS 6-24=-101/768, 7-24=-509/219, 7-22=0/482, 7-20=-740/149, 9-20=-51/976, 9-19=-1906/347, 12-18=-265/210, 13-16=-273/184 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 4-1-2, Interior(1) 4-1-2 to 12-2-6, Exterior(2) 12-2-6 to 19-4-14, Interior(1) 19-4-14 to 40-9-2, Exterior(2) 40-9-2 to 47-11-9, Interior(1) 47-11-9 to 51-11-8 zone; cantilever left and right exposed ; porch 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 19, and 16. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V1 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106322 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:37 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-glDn3a2MsIwlWor7JfSpo0Ql2qoy5Riurh6_lmzMWzi Scale = 1:54.4 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 3x4 3x4 4x6 4x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 22-6-922-6-5 4-1-5 4-1-5 7-1-5 3-0-0 11-3-4 4-1-15 15-5-4 4-1-15 18-5-4 3-0-0 22-6-9 4-1-5 0-0-44-1-58-3-40-0-44-1-512.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0], [4:0-2-8,Edge], [6:0-2-8,Edge], [7:0-2-8,0-2-0], [8:0-0-0,0-0-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.16 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 82 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-4, 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-6-1. (lb) - Max Horz 1=-154(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 9 except 14=-100(LC 12), 15=-158(LC 12), 11=-107(LC 13), 10=-150(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 13=394(LC 19), 14=361(LC 2), 15=279(LC 19), 11=361(LC 2), 10=270(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-268/127, 6-11=-268/132 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-3-4, Interior(1) 3-3-4 to 4-1-5, Exterior(2) 4-1-5 to 7-1-5, Interior(1) 7-1-5 to 11-3-4, Exterior(2) 11-3-4 to 14-3-4, Interior(1) 14-3-4 to 18-5-4, Exterior(2) 18-5-4 to 21-5-4, Interior(1) 21-5-4 to 22-2-5 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 1, 9 except (jt=lb) 14=100, 15=158, 11=107, 10=150. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V2 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106323 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:45 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-RIiolJ8NzlxcT1SfnLbh6il5R2YKz4W4gx2Q1IzMWza Scale = 1:43.5 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 233x4 3x4 3x4 4x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 19-2-919-2-5 4-1-5 4-1-5 7-1-5 3-0-0 9-7-4 2-5-15 12-1-4 2-5-15 15-1-4 3-0-0 19-2-9 4-1-5 0-0-44-1-56-7-40-0-44-1-512.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0], [9:0-2-8,0-2-0], [10:0-0-0,0-0-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.22 0.13 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 3-5, 7-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 19-2-1. (lb) - Max Horz 1=121(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 11 except 16=-127(LC 12), 17=-152(LC 12), 13=-127(LC 13), 12=-150(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 11 except 14=367(LC 2), 16=361(LC 23), 17=280(LC 19), 13=361(LC 24), 12=279(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-16=-278/152, 8-13=-278/152 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-1-5, Exterior(2) 4-1-5 to 7-1-5, Interior(1) 7-1-5 to 9-7-4, Exterior(2) 9-7-4 to 12-1-4, Interior(1) 12-1-4 to 15-1-4, Exterior(2) 15-1-4 to 18-1-4, Interior(1) 18-1-4 to 18-10-5 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 1, 11 except (jt=lb) 16=127, 17=152, 13=127, 12=150. 7) Non Standard bearing condition. Review required. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V3 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106324 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:49 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-K3yJbgCu1_R2yemR0AgdHYwoDfvhvvGgbY0dA3zMWzW Scale = 1:33.6 1 2 3 4 5 6 7 10 9 8 11 12 13 14 3x4 6x8 3x4 4x4 3x4 3x4 2x4 2x4 6x8 2x4 0-0-40-0-4 15-10-915-10-5 4-1-5 4-1-5 7-1-5 3-0-0 7-11-4 0-9-15 8-9-4 0-9-15 11-9-4 3-0-0 15-10-9 4-1-5 0-0-44-1-54-11-40-0-44-1-512.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-1-12], [6:0-6-4,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.10 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 53 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 2-3, 5-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 15-10-1. (lb) - Max Horz 1=88(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 9 except 8=-132(LC 13), 10=-140(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 9=320(LC 1), 8=389(LC 1), 10=389(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-8=-292/145, 2-10=-292/153 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-1-5, Exterior(2) 4-1-5 to 7-1-5, Interior(1) 7-1-5 to 7-11-4, Exterior(2) 7-11-4 to 8-9-4, Interior(1) 8-9-4 to 11-9-4, Exterior(2) 11-9-4 to 14-9-4, Interior(1) 14-9-4 to 15-6-5 zone; cantilever left and right exposed ; 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) 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) 9 except (jt=lb) 8=132, 10=140. 7) Non Standard bearing condition. Review required. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V4 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106325 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:50 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-oFVho0CWoIZvaoLdauBspmS_b3FqeNGpqCmAiWzMWzV Scale = 1:25.7 1 2 3 4 5 6 7 10 9 8 11 12 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 12-6-912-6-5 4-1-5 4-1-5 8-5-4 4-3-14 12-6-9 4-1-5 0-0-44-1-50-0-44-1-512.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0], [5:0-2-8,0-2-0], [6:0-0-0,0-0-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.07 0.11 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-6-1. (lb) - Max Horz 1=74(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 9 except 10=-108(LC 12), 8=-107(LC 13) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 9, 10, 8 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-1-5, Exterior(2) 4-1-5 to 12-2-5 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 9 except (jt=lb) 10=108, 8=107. 7) Non Standard bearing condition. Review required. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V5 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106326 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:51 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-GS33?MD8ZbhmByvp8bi5Mz?8WTaINpky3sVkFyzMWzU Scale = 1:26.3 1 2 3 4 5 6 7 8 2x4 3x4 3x4 2x4 2x4 2x4 9-2-99-2-9 4-1-5 4-1-5 5-1-4 0-11-14 9-2-9 4-1-5 0-0-44-1-50-0-44-1-512.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-0], [4:0-2-8,0-2-0] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.16 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=9-2-9, 5=9-2-9, 6=9-2-9 Max Horz 1=74(LC 11) Max Uplift 1=-51(LC 13), 5=-56(LC 13) Max Grav 1=224(LC 1), 5=224(LC 1), 6=247(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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-1-5, Exterior(2) 4-1-5 to 8-10-5 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V6 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106327 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:51 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-GS33?MD8ZbhmByvp8bi5Mz?9oTcqNpxy3sVkFyzMWzU Scale = 1:20.7 1 2 3 42x4 4x4 2x4 2x4 0-0-40-0-4 5-10-95-10-5 2-11-4 2-11-4 5-10-9 2-11-5 0-0-42-11-40-0-412.00 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.10 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-10-1, 3=5-10-1, 4=5-10-1 Max Horz 1=-50(LC 8) Max Uplift 1=-29(LC 13), 3=-29(LC 13), 4=-2(LC 12) Max Grav 1=124(LC 1), 3=124(LC 1), 4=167(LC 1) 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. 6) Non Standard bearing condition. Review required. 7) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V7 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106328 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:52 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-kedSDiEmKvpdp5U?iJDKuBYL_tyT6GR6HWFHnOzMWzT Scale = 1:9.2 1 2 3 2x4 3x4 2x4 0-0-40-0-4 2-6-92-6-5 1-3-4 1-3-4 2-6-9 1-3-5 0-0-41-3-40-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.01 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-6-1, 3=2-6-1 Max Horz 1=-18(LC 8) Max Uplift 1=-9(LC 13), 3=-9(LC 13) Max Grav 1=74(LC 1), 3=74(LC 1) 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. 6) Non Standard bearing condition. Review required. 7) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V8 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106329 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:15:31 2020 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:lVkXE2T?qmsyg?POFcGDebzNH2_-_stqTZtY8wjwilFPikRvBnF87EzVwRusGTeVIyzMT8A Scale = 1:27.3 1 2 3 4 5 4x6 3x4 1.5x4 4-10-10 4-10-10 0-0-44-10-1012.00 12 Plate Offsets (X,Y)-- [1:0-2-5,0-0-0], [1:0-1-6,0-2-4], [2:0-1-12,0-1-12] 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.15 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) 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: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=169/4-10-10, 4=169/4-10-10 Max Horz 1=133(LC 12) Max Uplift 4=-102(LC 12) Max Grav 1=169(LC 1), 4=183(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-6-5 to 3-6-5, Interior(1) 3-6-5 to 4-8-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint 4. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V9 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106330 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:53 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-CqBqQ2FO5DxURF3CF0kZRO4V6HH6rjhFWA_rJqzMWzS Scale = 1:19.1 1 2 3 2x4 2x4 2x4 0-0-40-0-4 3-2-103-2-6 3-2-10 3-2-10 0-0-43-2-1012.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.12 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-2-6, 3=3-2-6 Max Horz 1=82(LC 12) Max Uplift 3=-63(LC 12) Max Grav 1=109(LC 1), 3=117(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) Non Standard bearing condition. Review required. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V10 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106331 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:38 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-9yn9Hw3_dc2c8yQJtNz2KEyySEAXqxz23LsYHCzMWzh Scale = 1:10.7 1 2 3 2x4 2x4 2x4 0-0-40-0-4 1-6-101-6-6 1-6-10 1-6-10 0-0-41-6-1012.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.02 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-6-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-6-6, 3=1-6-6 Max Horz 1=32(LC 12) Max Uplift 3=-24(LC 12) Max Grav 1=42(LC 1), 3=46(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) Non Standard bearing condition. Review required. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V11 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106332 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:38 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-9yn9Hw3_dc2c8yQJtNz2KEyvTE8Nqx623LsYHCzMWzh Scale = 1:41.2 1 2 3 5 4 6 7 82x4 2x4 2x4 2x4 2x4 8-1-10 8-1-10 0-0-46-9-610.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.21 0.15 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 31 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 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. (size)1=8-1-10, 4=8-1-10, 5=8-1-10 Max Horz 1=191(LC 12) Max Uplift 4=-54(LC 12), 5=-174(LC 12) Max Grav 1=138(LC 21), 4=171(LC 19), 5=444(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-302/203 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 7-11-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 4 except (jt=lb) 5=174. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V12 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106333 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:39 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-d8LXUF4cOvATl6?WR4UHtRV5udVNZOiBI?b5pezMWzg Scale = 1:29.1 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 5-8-13 5-8-13 0-0-44-9-510.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.10 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 20 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-8-13, 4=5-8-13, 5=5-8-13 Max Horz 1=131(LC 12) Max Uplift 1=-63(LC 19), 4=-57(LC 12), 5=-148(LC 12) Max Grav 1=124(LC 12), 4=131(LC 19), 5=338(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-258/189 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-7-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 5) N/A 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V13 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106334 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:40 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-5Kvvib5E9DIKNFai?n?WPf2HJ1r?IrTLXfLfM5zMWzf Scale = 1:16.9 1 2 3 2x4 2x4 2x4 3-4-1 3-4-1 0-0-42-9-610.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.12 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-4-1, 3=3-4-1 Max Horz 1=70(LC 12) Max Uplift 3=-51(LC 12) Max Grav 1=112(LC 1), 3=117(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 5) N/A 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V14 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106335 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:40 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-5Kvvib5E9DIKNFai?n?WPf2GJ1qwIpGLXfLfM5zMWzf Scale = 1:52.9 1 2 3 4 7 6 5 8 9 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x10 10-3-0 10-3-0 0-6-109-1-210.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-12], [1:0-2-1,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 IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.14 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 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 REACTIONS.All bearings 10-3-0. (lb) - Max Horz 1=261(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 5, 1 except 6=-162(LC 12), 7=-151(LC 12) Max Grav All reactions 250 lb or less at joint(s) 5, 1 except 6=442(LC 19), 7=280(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-329/286 WEBS 3-6=-282/190 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-1-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 5, 1 except (jt=lb) 6=162, 7=151. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V15 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106336 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:41 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-ZXTHvx5swXQB?P9uYVWlysaQOR901HgUlJ4CuXzMWze Scale = 1:45.7 1 2 3 5 4 6 7 82x4 2x4 2x4 2x4 2x4 8-6-2 8-6-2 0-0-47-1-210.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.23 0.15 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 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. (size)1=8-5-13, 4=8-5-13, 5=8-5-13 Max Horz 1=201(LC 12) Max Uplift 4=-52(LC 12), 5=-183(LC 12) Max Grav 1=150(LC 21), 4=169(LC 19), 5=474(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-317/213 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 8-4-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) N/A 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V16 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106337 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:42 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-1j1g6H6VgqY2cZj46C1_V47cBrW4mlSe_zqlQzzMWzd Scale = 1:30.9 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 6-1-5 6-1-5 0-0-45-1-210.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.10 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 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. (size)1=6-1-1, 4=6-1-1, 5=6-1-1 Max Horz 1=140(LC 12) Max Uplift 1=-40(LC 10), 4=-58(LC 12), 5=-145(LC 12) Max Grav 1=115(LC 12), 4=131(LC 19), 5=332(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-253/183 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-11-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=145. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V17 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106338 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:42 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-1j1g6H6VgqY2cZj46C1_V47cErW6mlye_zqlQzzMWzd Scale = 1:18.4 1 2 3 2x4 2x4 2x4 0-0-50-0-5 3-8-93-8-4 3-8-9 3-8-9 0-0-43-1-210.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-8-4, 3=3-8-4 Max Horz 1=80(LC 12) Max Uplift 3=-58(LC 12) Max Grav 1=127(LC 1), 3=133(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) Non Standard bearing condition. Review required. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V18 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106339 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:43 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-Vva2Kd77R8hvEjIHgwZD1HgpJFtnVCCnDdZJzQzMWzc Scale = 1:8.3 1 2 3 2x4 5x6 0-0-50-0-5 1-3-121-3-7 1-3-12 1-3-12 0-0-41-1-210.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-7], [2:Edge,0-1-15], [3:0-1-12,0-0-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.01 0.00 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-3-7, 3=1-3-7 Max Horz 1=19(LC 12) Max Uplift 3=-14(LC 12) Max Grav 1=31(LC 1), 3=32(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) Non Standard bearing condition. Review required. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V19 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106340 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:44 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-z68QXz8lCSplsttTEd4SaVCxeeCYEfswSHJsVszMWzb Scale = 1:37.1 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 0-0-40-0-4 6-1-106-1-6 6-1-10 6-1-10 0-0-46-1-1012.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 0.10 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 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. REACTIONS. (size)1=6-1-6, 4=6-1-6, 5=6-1-6 Max Horz 1=170(LC 12) Max Uplift 1=-54(LC 10), 4=-72(LC 12), 5=-182(LC 12) Max Grav 1=165(LC 12), 4=135(LC 19), 5=341(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/226 WEBS 2-5=-284/221 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 5-11-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=182. 5) Non Standard bearing condition. Review required. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V20 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106341 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:45 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-RIiolJ8NzlxcT1SfnLbh6il4r2Xrz6i4gx2Q1IzMWza Scale = 1:25.4 1 2 3 4 2x4 2x4 2x4 4-5-10 4-5-10 0-0-44-5-1012.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.26 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-5-10, 3=4-5-10 Max Horz 1=120(LC 12) Max Uplift 3=-91(LC 12) Max Grav 1=159(LC 1), 3=171(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-4-4 to 3-4-4, Interior(1) 3-4-4 to 4-3-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 5) N/A 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V21 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106342 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:46 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-wUGAyf9?k33T5A1sL26wfwIIQSvoiZyDvbozZkzMWzZ Scale = 1:17.0 1 2 3 2x4 2x4 2x4 0-0-40-0-4 2-9-102-9-6 2-9-10 2-9-10 0-0-42-9-1012.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-9-6, 3=2-9-6 Max Horz 1=70(LC 12) Max Uplift 3=-53(LC 12) Max Grav 1=92(LC 1), 3=99(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) Non Standard bearing condition. Review required. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V22 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106343 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:47 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-OgqZA_AdVNBKjKc2vmd9B7qUrsERR0BN8FXW6BzMWzY Scale: 1"=1' 1 2 3 2x4 2x4 2x4 0-0-50-0-5 2-2-12-1-12 2-2-1 2-2-1 0-0-41-9-1210.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-1-12, 3=2-1-12 Max Horz 1=41(LC 12) Max Uplift 3=-30(LC 12) Max Grav 1=65(LC 1), 3=68(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 5) Non Standard bearing condition. Review required. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V23 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106344 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:47 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-OgqZA_AdVNBKjKc2vmd9B7qU4sEpR0BN8FXW6BzMWzY Scale = 1:10.9 1 2 3 2x4 3x4 2x4 3-2-103-2-10 3-2-140-0-4 1-7-7 1-7-7 3-2-14 1-7-7 0-0-41-7-70-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.02 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 8 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-2-6, 3=3-2-6 Max Horz 1=-25(LC 8) Max Uplift 1=-12(LC 12), 3=-12(LC 12) Max Grav 1=101(LC 1), 3=101(LC 1) 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 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 20-2219A Truss V24 Truss Type VALLEY Qty 1 Ply 1 WF61 Job Reference (optional) I41106345 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:48 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:lVkXE2T?qmsyg?POFcGDebzNH2_-stOxNKBFGgJBKUBETT8OkLNenGaBATRWMuH4edzMWzX Scale = 1:17.6 1 2 3 2x4 2x4 2x4 2-10-15 2-10-15 0-0-42-10-1512.00 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 IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-10-11, 3=2-10-11 Max Horz 1=73(LC 12) Max Uplift 3=-56(LC 12) Max Grav 1=97(LC 1), 3=104(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 6) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. April 27,2020 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 Truss Connector Total ListManuf Product QtyHUS26 12LGT2 1LGT3 2LU24 84LU26 5One H2.5A 195One HTS20 15TJC37 16Two H2.5A 16ProductsPlotID Length Product Plies Net QtyBM2 15' 0" 2x10 SPF No.2 2 2BM1 7' 0" 2x10 SPF No.2 2 2G1H1H2H3D1G2H4G2H4G3J2G3J2J3J4G4H5H6G5H7G5H7G6J6G6J6J7J7 G7G8H8H9G8H8H9J3J4G9H10H11T2T6 H12D4G10H13H14G11H15H16H17H18H19G2H4G2H4H20J2H20J2G12H21H22H23H24H25G2H4M1G3J2J3G13G14T7T8T9G15T10T11T12G16J13G3J14J3G17S1G18A1J9J9J3J4 G19J15J16 J17J4 J4J3J18 V1V2V3V4V5V6V7V8V9V10V11V12V13V14V15V16V17V18V19V20V21V22V23V24P1P2P3P4P7P8P9P10P11P13P14P3P15P16P17P6Two H2.5ATwo H2.5ATwo H2.5ATwo H2.5ATwo H2.5AOne HTS20TJC37One HTS20T J C 37 Two H2.5ATwo H2.5ATwo H2.5ATwo H2.5ALU24LU24LU24LU24LU24LU24LU24LU24LU24LU24LU24LU24TJC37One HTS20T JC 37One HTS20Two H2.5ATwo H2.5ATJC37One HTS20One HTS20T JC 37 LU24LU24LU24LU24Two H2.5ATwo H2.5ATwo H2.5ALGT2Two H2.5ATwo H2.5ATJC37LU24TJC37One HTS20LGT3LGT3LU24LU24TJC37One HTS20One HTS20T JC 37One HTS20One HTS20LU24LU24LU24One HTS20T JC 37 One HTS20T J C 37 TJC37One HTS20T JC 3 7One HTS20LU24HUS26D2(3) D3(3)J1(4)J1(3)J1(6)J2(2)J5(4)J8(6)J8(3)J9(2)J9(2)J9(2)T1(2)T3(5) T4(2)T5(4)J10(3)D5(3)J11(2)T13(2)J12(2)P5(4)P12(5)D6(3)LU24LU24LU24LU24LU24LU24LU24LU24LU24LU24LU26LU24HUS26TJC37LU246' 0" 35' 8 1/2"22' 8 1/2"22' 0"7' 6" 14' 6" 14' 3 1/2"24' 8"20' 0" 22' 0" 14' 0"20' 8"3' 0"17' 8"3' 0"16' 10"5' 10"5' 4" 12' 0" 12' 0" 5' 4"8' 0" 42' 8"16' 0" 15' 0"6' 6"6' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 0 1/2"2' 1 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"1' 8 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 10"2' 0" 2' 0" 2' 0" 6' 0" 6' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 6' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 6 1/2"2' 1 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 6' 0" Floor Area: 0Roof Area: 6427.69Hip Lines: 395.17Horizontal OH: 378.97Rake OH: 7.7Valley Lines: 242Ridge Lines: 95.56THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.These trusses are designed as individual buildingcomponents to be incorporated into the building design at the specification of the building designer. Seeindividual design sheets for each truss design identified on the placement drawing. The building designer isresponsible for temporary and permanent bracing of the roofand floor system and for the overall structure.The design of the truss support structure including headers, beams, walls, and columns is the responsibility ofthe building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" availablefrom the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179.2702 North Tibbs AvenueIndianapolis, Indiana 46222SHOP DRAWING APPROVALTHIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES ANDVOIDS ALL PREVIOUS ARCHITECTURAL OROTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUSTBE RECEIVED BEFORE ANY TRUSSES WILLBE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.REVIEWED BY:__________________________ APPROVED BY:______________________________ DATE:___________ROOF TRUSS FRAMING PLANScale: 3/16"=1'Designer:Order #:Lot #:04/27/2020Subdivision:Date:Client:Model:Job Name:Roof Framing PlanWF61Sales Rep: