Loading...
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: I41106346 thru I41106450 My license renewal date for the state of Indiana is July 31, 2020. 20-2220A WF68 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 20-2220A Truss A1 Truss Type COMMON SUPPORTED GAB Qty 1 Ply 1 WF68 Job Reference (optional) I41106346 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:OTr0Oj00hk42g2?HXT3F8FzMw07-vP9ThOLLlAU7xkqnMmuzvaThZ2gannODG?JNAhzMX_d Scale = 1:60.8 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 3x10 4x4 3x10 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-6-016-6-0 -1-0-0 1-0-0 8-3-0 8-3-0 16-6-0 8-3-0 17-6-0 1-0-0 0-10-09-1-00-10-012.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-1-8], [10:0-5-12,0-1-8] 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-R 0.08 0.07 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 11 11 12 l/defl n/r n/r n/a L/d 120 120 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 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16 REACTIONS.All bearings 16-6-0. (lb) - Max Horz 21=-192(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 21, 12, 17, 19, 15, 14 except 20=-150(LC 12), 13=-145(LC 13) Max Grav All reactions 250 lb or less at joint(s) 21, 12, 16, 17, 19, 20, 15, 14, 13 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 Corner(3) -1-0-0 to 2-3-0, Exterior(2) 2-3-0 to 8-3-0, Corner(3) 8-3-0 to 11-3-0, Exterior(2) 11-3-0 to 17-6-0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 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) 21, 12, 17, 19, 15, 14 except (jt=lb) 20=150, 13=145. 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 20-2220A Truss A2 Truss Type Common Qty 1 Ply 1 WF68 Job Reference (optional) I41106347 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:39 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-NbjrukLzWUc_ZtP_wUPCRo0r6RvRWCIMVf3wj7zMX_c Scale = 1:57.1 12 3 4 5 6 7 8 9 10 11 12 4x4 3x10 4x4 4x6 4x4 5x8 2x4 2x4 8-3-08-3-0 16-5-128-2-12 -1-0-0 1-0-0 4-3-4 4-3-4 8-3-0 3-11-12 12-2-10 3-11-10 16-5-12 4-3-2 0-10-09-1-00-10-412.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-0-2], [8:0-5-4,Edge], [9:0-4-0,0-3-4] 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 0.16 0.54 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.28 0.02 (loc) 8-9 8-9 8 l/defl >999 >713 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 SLIDER Left 2x6 SPF No.2 -x 3-0-7, Right 2x6 SPF No.2 -x 3-0-9 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. (size)8=0-3-4, 2=0-3-8 Max Horz 2=176(LC 9) Max Uplift 8=-79(LC 12), 2=-92(LC 12) Max Grav 8=657(LC 1), 2=721(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-714/131, 4-5=-558/163, 5-6=-558/168, 6-8=-712/135 BOT CHORD 2-9=-101/481, 8-9=-38/438 WEBS 5-9=-148/496 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 8-3-0, Exterior(2) 8-3-0 to 11-3-0, Interior(1) 11-3-0 to 16-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 8 and 2. 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 20-2220A Truss A3 Truss Type Roof Special Qty 1 Ply 1 WF68 Job Reference (optional) I41106348 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:OTr0Oj00hk42g2?HXT3F8FzMw07-roHE64McHnlrA1_AUBwR_?ZvNr8nFaXWkJoTFZzMX_b Scale = 1:69.6 1 2 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 18 19 20 21 22 23 24 25 26 5x6 3x6 5x6 5x6 4x8 4x8 3x10 2x4 3x4 3x4 3x4 5x12 MT20HS 4x8 2x4 4x8 9-7-19-7-1 19-0-09-4-15 28-5-159-5-15 38-0-09-6-1 -1-0-0 1-0-0 4-9-9 4-9-9 9-7-1 4-9-8 15-3-1 5-8-0 20-11-1 5-8-0 26-7-1 5-8-0 27-6-0 0-10-15 32-8-15 5-2-15 38-0-0 5-3-1 39-0-0 1-0-0 0-8-08-7-149-5-00-8-08-7-1410.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [4:0-4-4,0-2-0], [8:0-3-0,Edge], [11:Edge,0-0-1], [11:0-0-1,0-2-14], [11:0-0-0,0-0-1], [13:0-6-0,0-2-4] 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-S 0.64 0.98 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.75 0.14 (loc) 15-17 11-13 11 l/defl >999 >601 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 184 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 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins, except 2-0-0 oc purlins (4-2-4 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17, 7-13, 8-13 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=-185(LC 10) Max Uplift 2=-286(LC 12), 11=-201(LC 12) Max Grav 2=1577(LC 1), 11=1577(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1989/379, 3-4=-1800/382, 4-5=-1330/341, 5-7=-1776/382, 7-8=-1353/308, 8-9=-1441/324, 9-10=-1792/338, 10-11=-1987/319 BOT CHORD 2-17=-322/1416, 15-17=-258/1672, 13-15=-244/1744, 11-13=-176/1415 WEBS 4-17=-131/853, 5-17=-621/191, 5-15=-28/288, 7-13=-654/157, 8-13=-1028/247, 9-13=-356/1775 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 2-9-10, Interior(1) 2-9-10 to 9-7-1, Exterior(2) 9-7-1 to 13-4-10, Interior(1) 13-4-10 to 27-6-0, Exterior(2) 27-6-0 to 31-3-10, Interior(1) 31-3-10 to 39-0-0 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) 2 and 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 20-2220A Truss A4 Truss Type Roof Special Qty 1 Ply 1 WF68 Job Reference (optional) I41106349 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:42 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-nAO_XmOspP?ZQL8Ybczv3QeISfynjYqoBdHaKSzMX_Z Scale = 1:57.1 12 3 4 5 6 7 8 9 10 13 12 11 14 15 16 4x4 4x6 4x4 4x6 4x4 3x4 3x4 3x10 2x4 3x10 4x4 3-0-13-0-1 9-11-06-10-15 18-2-08-3-0 -1-0-0 1-0-0 3-0-1 3-0-1 4-8-1 1-8-0 9-11-0 5-2-15 13-10-12 3-11-12 18-2-0 4-3-4 19-2-0 1-0-0 0-10-03-10-19-1-00-10-03-10-112.00 12 Plate Offsets (X,Y)-- [2:0-3-9,0-0-2], [4:0-2-4,0-1-12], [9:0-5-1,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 0.34 0.50 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.33 0.03 (loc) 9-11 9-11 9 l/defl >999 >653 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 SLIDER Left 2x6 SPF No.2 -x 2-2-9, Right 2x6 SPF No.2 -x 3-0-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 9=0-3-8 Max Horz 2=-179(LC 10) Max Uplift 2=-110(LC 12), 9=-99(LC 13) Max Grav 2=787(LC 1), 9=787(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-856/131, 4-5=-537/122, 5-6=-665/159, 6-7=-640/176, 7-9=-796/144 BOT CHORD 2-13=-110/547, 11-13=-146/722, 9-11=-37/491 WEBS 4-13=-71/519, 5-13=-465/108, 5-11=-395/185, 6-11=-129/523 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 4-8-1, Interior(1) 4-8-1 to 9-11-0, Exterior(2) 9-11-0 to 12-11-0, Interior(1) 12-11-0 to 19-2-0 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. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 9. 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 20-2220A Truss A5 Truss Type Roof Special Qty 1 Ply 1 WF68 Job Reference (optional) I41106350 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:44 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-kZWkxSP6L0FGffIxj1?N8rjXPSYdBMb5fxmhOKzMX_X Scale = 1:77.9 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 26 27 28 29 30 31 6x8 3x6 6x8 2x4 5x6 5x6 3x4 4x8 4x6 2x4 3x4 3x6 3x4 2x4 4x4 3x4 5x12 MT20HS 8x8 4x6 3x4 8-7-38-7-3 17-2-58-7-2 25-9-88-7-3 34-5-28-7-10 34-6-40-1-2 43-1-88-7-4 -1-0-0 1-0-0 5-4-12 5-4-12 10-9-7 5-4-11 18-3-8 7-6-0 25-9-8 7-6-0 30-10-2 5-0-10 32-8-14 1-10-12 34-6-4 1-9-6 38-8-2 4-1-14 43-1-8 4-5-6 0-8-09-7-148-0-1512-7-143-10-153-0-012-7-1410.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [4:0-6-4,0-2-0], [8:0-6-4,0-2-0], [9:0-2-6,Edge], [11:0-3-0,0-2-1], [12:0-1-12,0-1-8], [14:Edge,0-2-0], [15:0-5-8,0-2-0], [18:0-2-12,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 0.83 0.80 0.64 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.68 0.18 (loc) 14-15 18-19 14 l/defl >999 >756 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 254 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 18-20: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-3 max.): 4-8, 9-10, 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 15-17. 1 Row at midpt 7-18 WEBS 1 Row at midpt 5-19, 5-18, 8-15, 12-14 REACTIONS. (size)2=0-3-8, 14=Mechanical Max Horz 2=185(LC 9) Max Uplift 2=-188(LC 12), 14=-182(LC 13) Max Grav 2=1783(LC 1), 14=1712(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2307/373, 3-4=-2163/419, 4-5=-1960/409, 5-7=-1902/419, 7-8=-1893/418, 8-9=-1188/328, 9-11=-1097/283, 11-12=-1527/340 BOT CHORD 2-21=-313/1656, 19-21=-263/1503, 18-19=-322/1996, 7-18=-356/141, 14-15=-130/901 WEBS 4-21=-115/443, 4-19=-188/862, 5-19=-497/212, 15-18=-167/1426, 8-18=-243/1202, 8-15=-858/229, 10-15=-30/277, 10-11=-92/532, 12-15=-88/445, 12-14=-1724/254 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 3-3-12, Interior(1) 3-3-12 to 10-9-7, Exterior(2) 10-9-7 to 15-1-3, Interior(1) 15-1-3 to 30-10-2, Exterior(2) 30-10-2 to 32-8-4, Interior(1) 32-8-4 to 34-6-4, Exterior(2) 34-6-4 to 38-9-1, Interior(1) 38-9-1 to 42-11-12 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) 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) 14=182. 9) 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. 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 20-2220A Truss B1 Truss Type Piggyback Base Qty 4 Ply 1 WF68 Job Reference (optional) I41106351 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:OTr0Oj00hk42g2?HXT3F8FzMw07-Cl479oQk6KN7Hot7GkWch3GodsyWwnDFtbWEwnzMX_W Scale = 1:66.4 1 2 3 4 5 6 78 12 11 10 9 13 14 15 16 17 18 19 20 21 4x6 4x8 5x8 3x10 3x4 3x4 3x4 4x4 4x4 3x4 8-2-08-2-0 13-10-05-8-0 22-0-08-2-0 -1-0-0 1-0-0 4-2-12 4-2-12 8-2-0 3-11-4 13-10-0 5-8-0 17-9-4 3-11-4 22-0-0 4-2-12 23-0-0 1-0-0 2-10-011-0-02-10-011-0-012.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-12], [5:0-6-4,0-1-12], [9:0-1-8,0-2-4], [10:0-4-0,0-3-0], [12:0-1-8,0-2-4] 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 0.41 0.56 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.42 0.02 (loc) 11-12 11-12 9 l/defl >999 >624 n/a L/d 240 180 n/a PLATES MT20 Weight: 138 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 5-11 REACTIONS. (size)12=0-3-8, 9=0-3-8 Max Horz 12=252(LC 11) Max Uplift 12=-204(LC 12), 9=-204(LC 13) Max Grav 12=996(LC 19), 9=1005(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-264/198, 3-4=-758/341, 4-5=-527/302, 5-6=-769/341, 6-7=-264/198, 2-12=-314/203, 7-9=-313/203 BOT CHORD 11-12=-191/558, 10-11=-71/491, 9-10=-67/465 WEBS 4-11=-112/267, 5-10=-140/332, 3-12=-780/119, 6-9=-792/119 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 8-2-0, Exterior(2) 8-2-0 to 12-4-15, Interior(1) 12-4-15 to 13-10-0, Exterior(2) 13-10-0 to 17-10-3, Interior(1) 17-10-3 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 and 9. 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 20-2220A Truss C1 Truss Type Piggyback Base Qty 1 Ply 1 WF68 Job Reference (optional) I41106352 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:OTr0Oj00hk42g2?HXT3F8FzMw07-gxeVM8RMsdV_uyRKqS1rDGpuWGI8fFMO6FFoTDzMX_V Scale = 1:66.5 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 7x12 MT20HS 4x6 3x4 3x4 3x4 3x4 3x10 3x4 6x8 4x4 7-6-07-6-0 13-2-05-8-0 21-4-08-2-0 -0-8-0 0-8-0 7-6-0 7-6-0 13-2-0 5-8-0 17-1-4 3-11-4 21-4-0 4-2-12 3-6-011-0-02-10-011-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-9-0,0-1-12], [4:0-4-4,0-1-12], [7:0-1-12,0-2-0] 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 0.72 0.54 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.40 0.01 (loc) 7-8 7-8 7 l/defl >999 >635 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 127 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 4-6-9 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 3-10, 3-8 REACTIONS. (size)11=0-3-8, 7=0-3-8 Max Horz 11=-242(LC 10) Max Uplift 11=-189(LC 12), 7=-180(LC 13) Max Grav 11=891(LC 1), 7=895(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-741/267, 3-4=-507/291, 4-5=-718/335, 2-11=-818/284 BOT CHORD 10-11=-246/279, 8-10=-126/461, 7-8=-106/431 WEBS 4-8=-127/273, 2-10=-76/396, 5-7=-736/178 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) -0-8-0 to 2-4-0, Interior(1) 2-4-0 to 7-6-0, Exterior(2) 7-6-0 to 11-8-15, Interior(1) 11-8-15 to 13-2-0, Exterior(2) 13-2-0 to 17-2-3, Interior(1) 17-2-3 to 21-2-4 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) The Fabrication Tolerance at joint 3 = 16%, joint 2 = 8% 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) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11 and 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 20-2220A Truss C2 Truss Type Piggyback Base Qty 1 Ply 1 WF68 Job Reference (optional) I41106353 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:OTr0Oj00hk42g2?HXT3F8FzMw07-cKmFnpSdOFli8Gbiyt3JIhuJk4_b79xhZZkuX6zMX_T Scale = 1:66.1 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 5x6 6x8 4x6 3x4 3x4 4x4 3x4 3x10 3x4 4x4 7-6-07-6-0 13-2-05-8-0 21-4-08-2-0 7-6-0 7-6-0 13-2-0 5-8-0 17-1-4 3-11-4 21-4-0 4-2-12 3-6-011-0-02-10-011-0-012.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-0], [2:0-4-12,0-1-8], [3:0-4-4,0-1-12], [6:0-1-12,0-2-0] 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 0.42 0.54 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.40 0.01 (loc) 6-7 6-7 6 l/defl >999 >636 n/a L/d 240 180 n/a PLATES MT20 Weight: 130 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-2: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 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 2-9, 2-7 REACTIONS. (size)10=0-3-8, 6=0-3-8 Max Horz 10=-160(LC 8) Max Uplift 10=-179(LC 13), 6=-173(LC 13) Max Grav 10=846(LC 20), 6=893(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-734/249, 2-3=-501/283, 3-4=-714/325, 1-10=-777/256 BOT CHORD 7-9=-108/459, 6-7=-89/430 WEBS 3-7=-122/269, 1-9=-76/429, 4-6=-732/164 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; 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 7-6-0, Exterior(2) 7-6-0 to 11-8-15, Interior(1) 11-8-15 to 13-2-0, Exterior(2) 13-2-0 to 17-2-3, Interior(1) 17-2-3 to 21-2-4 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) One 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) 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 20-2220A Truss D1 Truss Type Common Qty 1 Ply 1 WF68 Job Reference (optional) I41106354 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:50 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-Yjt0CVUtws?QNal53H6nO6zgGthnb8y_1tD?c_zMX_R Scale = 1:58.4 1 2 3 4 5 6 8 7 9 10 11 12 13 14 4x4 4x8 5x6 2x4 3x4 2x4 4x8 7-0-07-0-0 14-0-06-11-15 21-0-07-0-0 -1-0-0 1-0-0 5-3-1 5-3-1 10-6-0 5-2-15 15-8-15 5-2-15 21-0-0 5-3-1 0-8-09-5-00-8-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [4:0-2-0,0-1-8], [6:Edge,0-0-1], [6:0-0-1,0-2-14], [6:0-0-0,0-0-1], [7:0-3-0,0-3-4] 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 0.35 0.43 0.39 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.21 0.03 (loc) 7-8 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 90 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-3-8, 6=0-3-8 Max Horz 2=182(LC 9) Max Uplift 2=-218(LC 12), 6=-197(LC 13) Max Grav 2=935(LC 19), 6=869(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1106/267, 3-4=-1025/368, 4-5=-1031/378, 5-6=-1090/272 BOT CHORD 2-8=-207/851, 7-8=-29/543, 6-7=-125/762 WEBS 4-7=-235/555, 5-7=-327/277, 4-8=-232/546, 3-8=-325/272 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 10-6-0, Exterior(2) 10-6-0 to 13-6-0, Interior(1) 13-6-0 to 20-10-4 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) 2 and 6. 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 20-2220A Truss G1 Truss Type Hip Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106355 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:OTr0Oj00hk42g2?HXT3F8FzMw07-V5?mdBV7STF8ctvTBi8FTX3zvhLS3vxHUBi6gtzMX_P Scale = 1:49.4 1 2 3 4 5 6 7 13 12 11 10 9 81415161718192021222324 4x8 4x8 5x12 MT20HS 4x6 6x8 6x8 2x4 6x8 5x6 5x12 MT20HS 5x6 LU26 LU24 Special Special Special Special Special Special LU24 LU26 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 2-10-07-6-142-10-07-6-1412.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-6-4,0-1-12], [5:0-6-4,0-1-12], [6:0-2-12,0-1-8], [8:0-5-8,Edge], [9:0-3-8,0-4-0], [10:0-4-0,0-4-0], [12:0-3-8,0-4-0] 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 0.54 0.54 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.10 -0.14 0.02 (loc) 10-12 9-10 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 133 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 4-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-4 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 7-5-13 oc bracing. REACTIONS. (size)13=0-3-8 (req. 0-3-9), 8=0-3-8 (req. 0-3-9) Max Horz 13=-184(LC 25) Max Uplift 13=-1443(LC 8), 8=-1442(LC 9) Max Grav 13=2258(LC 33), 8=2256(LC 34) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1844/1218, 3-4=-1827/1286, 4-5=-1827/1286, 5-6=-1842/1217, 2-13=-2063/1284, 6-8=-2061/1283 BOT CHORD 10-12=-882/1284, 9-10=-818/1249 WEBS 3-12=-367/440, 3-10=-659/917, 4-10=-418/232, 5-10=-661/919, 5-9=-365/438, 2-12=-897/1383, 6-9=-897/1382 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, with BCDL = 10.0psf. 7) WARNING: Required bearing size at joint(s) 13, 8 greater than input bearing size. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=1443, 8=1442. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie LU26 (6-10d Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 17-10-8 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. 11) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 13-10-8 oc max. starting at 4-0-12 from the left end to 17-11-4 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 269 lb down and 254 lb up at 6-0-12, 269 lb down and 254 lb up at 8-0-12, 269 lb down and 254 lb up at 10-0-12, 269 lb down and 254 lb up at 11-11-4, and 269 lb down and 254 lb up at 13-11-4, and 269 lb down and 254 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).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 20-2220A Truss G1 Truss Type Hip Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106355 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:52 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-V5?mdBV7STF8ctvTBi8FTX3zvhLS3vxHUBi6gtzMX_P 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 Concentrated Loads (lb) Vert: 11=-201(F) 14=-235(F) 15=-201(F) 16=-201(F) 18=-201(F) 19=-201(F) 20=-201(F) 22=-201(F) 23=-201(F) 24=-235(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 20-2220A Truss G2 Truss Type Half Hip Girder Qty 2 Ply 1 WF68 Job Reference (optional) I41106356 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:OTr0Oj00hk42g2?HXT3F8FzMw07-cbHgLdgHOTuIgtOzRxtIVH5GowqWc0vBUiMIedzMX_C Scale: 3/8"=1' 1 2 3 4 6 5 7 8 4x4 2x4 4x4 3x4 3x4 Special LU24 6-0-06-0-0 -1-0-0 1-0-0 2-7-3 2-7-3 6-0-0 3-4-13 2-8-04-10-010.00 12 Plate Offsets (X,Y)-- [3:0-2-0,0-1-13], [5:0-1-12,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.21 0.35 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.08 -0.10 0.00 (loc) 5-6 5-6 5 l/defl >900 >705 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 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, 6=0-3-8 Max Horz 6=126(LC 5) Max Uplift 5=-326(LC 5), 6=-251(LC 8) Max Grav 5=367(LC 29), 6=428(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) 5=326. 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 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. 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) 245 lb down and 258 lb up at 2-0-12 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, 5-6=-20 Concentrated Loads (lb) Vert: 7=-43(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 20-2220A Truss G3 Truss Type Half Hip Girder Qty 2 Ply 1 WF68 Job Reference (optional) I41106357 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:OTr0Oj00hk42g2?HXT3F8FzMw07-Z_PRmJhYw48?wBYMZMvmaiAd5kbR4wIUx0rPiVzMX_A Scale = 1:25.1 1 2 3 4 6 5 7 3x4 2x4 2x4 3x4 3x4 TJC371-6-01-6-0 2-0-00-6-0 -1-0-0 1-0-0 1-6-0 1-6-0 2-0-0 0-6-0 2-10-04-4-012.00 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 0.16 0.06 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: 15 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=115(LC 5) Max Uplift 5=-246(LC 8), 6=-55(LC 6) Max Grav 5=250(LC 25), 6=164(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; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=246. 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) 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. 11) Fill all nail holes where hanger is in contact with lumber. 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=-19(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 20-2220A Truss G4 Truss Type Hip Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106358 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:OTr0Oj00hk42g2?HXT3F8FzMw07-VNXBB?joSiOj9VilgnyEf7GvqX2eYk0nOKKWnOzMX_8 Scale = 1:43.4 1 2 3 4 5 6 7 8 11 10 91213141516171819 20 21 22 4x4 4x4 8x8 8x8 4x6 6x8 2x4 3x4 6x8 2x4 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 7-4-137-4-13 13-7-36-2-6 21-0-07-4-13 -1-0-0 1-0-0 3-9-10 3-9-10 7-4-13 3-7-3 10-6-0 3-1-3 13-7-3 3-1-3 17-2-6 3-7-3 21-0-0 3-9-10 0-8-06-10-00-8-06-10-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-3-7], [4:0-2-4,0-1-12], [6:0-2-4,0-1-12], [8:0-0-0,0-3-7], [9:0-4-0,0-4-8], [11:0-4-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.40 0.91 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.13 -0.31 0.05 (loc) 8-9 8-9 8 l/defl >999 >809 n/a L/d 240 180 n/a PLATES MT20 Weight: 111 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SP No.2 , Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc purlins, except 2-0-0 oc purlins (4-7-14 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 7-9-2 oc bracing. REACTIONS. (size)8=0-3-8, 2=0-3-8 Max Horz 2=132(LC 24) Max Uplift 8=-898(LC 9), 2=-920(LC 8) Max Grav 8=1875(LC 1), 2=1949(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2233/1078, 3-4=-2105/1079, 4-5=-1607/886, 5-6=-1610/886, 6-7=-2109/1080, 7-8=-2236/1079 BOT CHORD 2-11=-820/1686, 9-11=-775/1628, 8-9=-729/1593 WEBS 4-11=-612/1139, 6-9=-610/1138 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 ; 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) 8 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 18-11-4 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: 1-4=-60, 4-6=-60, 6-8=-60, 2-8=-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 20-2220A Truss G4 Truss Type Hip Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106358 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:09 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-VNXBB?joSiOj9VilgnyEf7GvqX2eYk0nOKKWnOzMX_8 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=-201(B) 12=-244(B) 13=-201(B) 14=-201(B) 15=-201(B) 17=-201(B) 19=-201(B) 20=-201(B) 21=-201(B) 22=-244(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 20-2220A Truss G5 Truss Type Half Hip Girder Qty 3 Ply 1 WF68 Job Reference (optional) I41106359 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:OTr0Oj00hk42g2?HXT3F8FzMw07-VNXBB?joSiOj9VilgnyEf7GwHXDmYqGnOKKWnOzMX_8 Scale = 1:15.7 1 2 3 4 5 6 7 8 4x4 2x4 4x4 3x6 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 0-10-02-2-1412.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-2-13], [2:0-0-4,0-0-4], [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-P 0.37 0.20 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.03 -0.07 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 27 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-3-8 Max Horz 2=88(LC 8) Max Uplift 5=-148(LC 5), 2=-153(LC 8) Max Grav 5=265(LC 32), 2=351(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 ; 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=148. 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 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) 66 lb down and 64 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 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 20-2220A Truss G5 Truss Type Half Hip Girder Qty 3 Ply 1 WF68 Job Reference (optional) I41106359 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:09 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-VNXBB?joSiOj9VilgnyEf7GwHXDmYqGnOKKWnOzMX_8 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 6=-13(F) 7=-38(F) 8=-38(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 20-2220A Truss G6 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 WF68 Job Reference (optional) I41106360 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:18:37 2020 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:OTr0Oj00hk42g2?HXT3F8FzMw07-Xe78V97DL49W0KT8comXj0yvwCFBVUPE1PhLpAzMT5G Scale = 1:69.6 12 3 4 5 6 7 8 9 10 11 12 17 16 15 14 1318192021222324252627 5x6 3x6 5x9 5x6 4x5 5x10 WB4x9 1.5x4 3x4 3x8 1.5x4 5x6 3x8 1.5x4 3x6 7-3-87-3-8 17-1-129-10-4 24-3-87-1-12 31-0-86-9-0 38-0-06-11-8 -1-0-0 1-0-0 3-9-0 3-9-0 7-3-8 3-6-8 12-2-10 4-11-2 17-1-12 4-11-2 24-3-8 7-1-12 27-6-0 3-2-8 32-7-12 5-1-12 38-0-0 5-4-4 39-0-0 1-0-0 0-8-06-8-159-5-00-8-06-8-1510.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-2-0], [8:0-5-4,0-2-8], [11:Edge,0-0-1], [11:0-0-1,0-2-14], [11:0-0-0,0-0-1], [14:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.35 0.90 0.35 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.21 -0.44 0.01 (loc) 15-17 15-17 11 l/defl >983 >466 n/a L/d 240 180 n/a PLATES MT20 Weight: 377 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-16: 2x6 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Right: 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.(lb/size)2=1323/0-3-8, 15=2777/0-3-8, 11=708/0-3-8 Max Horz 2=186(LC 7) Max Uplift 2=-607(LC 8), 15=-1036(LC 8), 11=-150(LC 28) Max Grav 2=1355(LC 19), 15=2822(LC 2), 11=755(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1452/707, 3-4=-1309/714, 4-5=-966/591, 5-6=-91/504, 6-7=-91/504, 7-8=-92/505, 8-9=-488/193, 9-10=-765/271, 10-11=-833/164 BOT CHORD 2-18=-593/1125, 18-19=-593/1125, 19-20=-593/1125, 17-20=-593/1125, 17-21=-374/457, 21-22=-373/454, 22-23=-371/450, 23-24=-371/449, 16-24=-369/446, 16-25=-370/446, 15-25=-370/446, 15-26=-81/448, 14-26=-81/448, 14-27=-80/433, 13-27=-80/433, 11-13=-34/540 WEBS 4-17=-392/615, 5-17=-503/1117, 5-15=-1353/626, 7-15=-418/152, 8-15=-1068/164, 8-14=-28/315, 9-13=-235/551, 10-13=-279/210 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 ; 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) One RT8A 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) Two RT8A USP 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. 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 20-2220A Truss G6 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 WF68 Job Reference (optional) I41106360 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:18:37 2020 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:OTr0Oj00hk42g2?HXT3F8FzMw07-Xe78V97DL49W0KT8comXj0yvwCFBVUPE1PhLpAzMT5G NOTES- 10) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. This connection is for uplift only and does not consider lateral forces. 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 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-8=-60, 8-9=-60, 9-12=-60, 2-11=-20 Concentrated Loads (lb) Vert: 16=-201(F) 18=-244(F) 19=-201(F) 20=-201(F) 21=-201(F) 22=-201(F) 24=-201(F) 25=-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 20-2220A Truss G7 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106361 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:12 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-vyCKq1lgldnI0yRJMvVyHluJzl5fl5uD5IYANjzMX_5 Scale = 1:67.6 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 24 3x6 6x8 6x8 3x6 4x8 4x8 3x4 2x4 3x10 2x4 3x4 2x4 4x8 4x8 9-7-49-7-4 19-0-09-4-12 28-4-129-4-12 38-0-09-7-4 6-3-10 6-3-10 12-4-13 6-1-3 19-0-0 6-7-3 25-7-3 6-7-3 31-8-6 6-1-3 38-0-0 6-3-10 39-0-0 1-0-0 0-8-011-0-00-8-011-0-010.00 12 Plate Offsets (X,Y)-- [1:Edge,0-0-1], [1:0-0-1,0-2-14], [1:0-0-0,0-0-1], [4:0-6-4,0-2-0], [6:0-6-4,0-2-0], [9:0-0-0,0-0-1], [9:0-0-1,0-2-14], [9:Edge,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.79 0.89 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.54 0.10 (loc) 11-13 1-15 9 l/defl >999 >842 n/a L/d 240 180 n/a PLATES MT20 Weight: 190 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E *Except* 12-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except 2-0-0 oc purlins (4-4-7 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. (size)1=0-3-8, 9=0-3-8 Max Horz 1=-213(LC 4) Max Uplift 1=-180(LC 8), 9=-188(LC 9) Max Grav 1=1767(LC 2), 9=1649(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2220/232, 2-4=-1984/305, 4-5=-1484/218, 5-6=-1484/218, 6-8=-1954/298, 8-9=-2106/227 BOT CHORD 1-15=-248/1617, 13-15=-178/1293, 11-13=-91/1269, 9-11=-67/1514 WEBS 2-15=-325/242, 4-15=-154/692, 4-13=-149/470, 5-13=-448/169, 6-13=-151/485, 6-11=-146/646, 8-11=-279/229 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, with BCDL = 10.0psf. 6) H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 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) 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. 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. 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 20-2220A Truss G7 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106361 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:12 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-vyCKq1lgldnI0yRJMvVyHluJzl5fl5uD5IYANjzMX_5 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 4-16=-60, 4-6=-60, 6-10=-60, 1-9=-20 Trapezoidal Loads (plf) Vert: 1=-160-to-16=-140 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 4-16=-50, 4-6=-50, 6-10=-50, 1-17=-20, 17-18=-50, 18-19=-20, 19-20=-50, 20-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 9-24=-20 Trapezoidal Loads (plf) Vert: 1=-140-to-16=-120 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-16=-20, 4-6=-20, 6-10=-20, 1-9=-40 Trapezoidal Loads (plf) Vert: 1=-100-to-16=-80 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=-11, 4-6=22, 6-9=9, 9-10=4, 1-9=-6 Horz: 1-4=2, 6-9=17, 9-10=13 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=-15-to-16=5 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=9, 4-6=22, 6-9=-11, 9-10=-1, 1-9=-6 Horz: 1-4=-17, 6-9=-2, 9-10=8 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=5-to-16=25 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=-31, 4-6=2, 6-9=-12, 9-10=-7, 1-9=-20 Horz: 1-4=11, 6-9=8, 9-10=13 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=-102-to-16=-82 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=-12, 4-6=2, 6-9=-31, 9-10=-27, 1-9=-20 Horz: 1-4=-8, 6-9=-11, 9-10=-7 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=-82-to-16=-62 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=22, 4-6=9, 6-9=9, 9-10=4, 1-9=-6 Horz: 1-4=-30, 6-9=17, 9-10=13 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=18-to-16=38 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=9, 4-6=9, 6-9=22, 9-10=17, 1-9=-6 Horz: 1-4=-17, 6-9=30, 9-10=26 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=5-to-16=25 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=22, 4-6=9, 6-9=9, 9-10=4, 1-9=-6 Horz: 1-4=-30, 6-9=17, 9-10=13 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=18-to-16=38 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=9, 4-6=9, 6-9=22, 9-10=17, 1-9=-6 Horz: 1-4=-17, 6-9=30, 9-10=26 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=5-to-16=25 12) Dead + 0.6 MWFRS Wind (Neg. 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 20-2220A Truss G7 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106361 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:12 2020 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-vyCKq1lgldnI0yRJMvVyHluJzl5fl5uD5IYANjzMX_5 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 4-16=2, 4-6=-12, 6-9=-12, 9-10=-7, 1-9=-20 Horz: 1-4=-22, 6-9=8, 9-10=13 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=-63-to-16=-43 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=-12, 4-6=-12, 6-9=2, 9-10=6, 1-9=-20 Horz: 1-4=-8, 6-9=22, 9-10=26 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=-76-to-16=-56 14) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 4-16=-20, 4-6=-20, 6-10=-20, 1-17=-20, 17-18=-60, 18-19=-20, 19-20=-60, 20-21=-20, 21-22=-60, 22-23=-20, 23-24=-60, 9-24=-20 Trapezoidal Loads (plf) Vert: 1=-80-to-16=-60 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: 4-16=-58, 4-6=-34, 6-9=-44, 9-10=-40, 1-17=-20, 17-18=-50, 18-19=-20, 19-20=-50, 20-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 9-24=-20 Horz: 1-4=8, 6-9=6, 9-10=10 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=-156-to-16=-136 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: 4-16=-44, 4-6=-34, 6-9=-58, 9-10=-55, 1-17=-20, 17-18=-50, 18-19=-20, 19-20=-50, 20-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 9-24=-20 Horz: 1-4=-6, 6-9=-8, 9-10=-5 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=-142-to-16=-122 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 Uniform Loads (plf) Vert: 4-16=-34, 4-6=-44, 6-9=-44, 9-10=-40, 1-17=-20, 17-18=-50, 18-19=-20, 19-20=-50, 20-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 9-24=-20 Horz: 1-4=-16, 6-9=6, 9-10=10 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=-127-to-16=-107 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: 4-16=-44, 4-6=-44, 6-9=-34, 9-10=-31, 1-17=-20, 17-18=-50, 18-19=-20, 19-20=-50, 20-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 9-24=-20 Horz: 1-4=-6, 6-9=16, 9-10=19 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=-137-to-16=-117 19) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 4-16=-60, 4-6=-60, 6-10=-20, 1-9=-20 Trapezoidal Loads (plf) Vert: 1=-160-to-16=-140 20) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 4-16=-20, 4-6=-60, 6-10=-60, 1-9=-20 Trapezoidal Loads (plf) Vert: 1=-120-to-16=-100 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: 4-16=-50, 4-6=-50, 6-10=-20, 1-17=-20, 17-18=-50, 18-19=-20, 19-20=-50, 20-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 9-24=-20 Trapezoidal Loads (plf) Vert: 1=-140-to-16=-120 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: 4-16=-20, 4-6=-50, 6-10=-50, 1-17=-20, 17-18=-50, 18-19=-20, 19-20=-50, 20-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 9-24=-20 Trapezoidal Loads (plf) Vert: 1=-110-to-16=-90 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=-11, 4-6=22, 6-9=9, 9-10=4, 1-9=-6 Horz: 1-4=2, 6-9=17, 9-10=13 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=-15-to-16=5 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 20-2220A Truss G7 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106361 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:12 2020 Page 4 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-vyCKq1lgldnI0yRJMvVyHluJzl5fl5uD5IYANjzMX_5 LOAD CASE(S) Standard 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=9, 4-6=22, 6-9=-11, 9-10=-1, 1-9=-6 Horz: 1-4=-17, 6-9=-2, 9-10=8 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=5-to-16=25 25) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=-31, 4-6=2, 6-9=-12, 9-10=-7, 1-9=-20 Horz: 1-4=11, 6-9=8, 9-10=13 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=-102-to-16=-82 26) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=-12, 4-6=2, 6-9=-31, 9-10=-27, 1-9=-20 Horz: 1-4=-8, 6-9=-11, 9-10=-7 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=-82-to-16=-62 27) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=22, 4-6=9, 6-9=9, 9-10=4, 1-9=-6 Horz: 1-4=-30, 6-9=17, 9-10=13 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=18-to-16=38 28) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=9, 4-6=9, 6-9=22, 9-10=17, 1-9=-6 Horz: 1-4=-17, 6-9=30, 9-10=26 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=5-to-16=25 29) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=22, 4-6=9, 6-9=9, 9-10=4, 1-9=-6 Horz: 1-4=-30, 6-9=17, 9-10=13 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=18-to-16=38 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=9, 4-6=9, 6-9=22, 9-10=17, 1-9=-6 Horz: 1-4=-17, 6-9=30, 9-10=26 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=5-to-16=25 31) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=2, 4-6=-12, 6-9=-12, 9-10=-7, 1-9=-20 Horz: 1-4=-22, 6-9=8, 9-10=13 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=-63-to-16=-43 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 4-16=-12, 4-6=-12, 6-9=2, 9-10=6, 1-9=-20 Horz: 1-4=-8, 6-9=22, 9-10=26 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=-76-to-16=-56 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: 4-16=-58, 4-6=-34, 6-9=-44, 9-10=-40, 1-17=-20, 17-18=-50, 18-19=-20, 19-20=-50, 20-21=-20, 21-22=-50, 22-23=-20 , 23-24=-50, 9-24=-20 Horz: 1-4=8, 6-9=6, 9-10=10 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=-156-to-16=-136 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 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 20-2220A Truss G7 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106361 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:12 2020 Page 5 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-vyCKq1lgldnI0yRJMvVyHluJzl5fl5uD5IYANjzMX_5 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 4-16=-44, 4-6=-34, 6-9=-58, 9-10=-55, 1-17=-20, 17-18=-50, 18-19=-20, 19-20=-50, 20-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 9-24=-20 Horz: 1-4=-6, 6-9=-8, 9-10=-5 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=-142-to-16=-122 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: 4-16=-34, 4-6=-44, 6-9=-44, 9-10=-40, 1-17=-20, 17-18=-50, 18-19=-20, 19-20=-50, 20-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 9-24=-20 Horz: 1-4=-16, 6-9=6, 9-10=10 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=-127-to-16=-107 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: 4-16=-44, 4-6=-44, 6-9=-34, 9-10=-31, 1-17=-20, 17-18=-50, 18-19=-20, 19-20=-50, 20-21=-20, 21-22=-50, 22-23=-20, 23-24=-50, 9-24=-20 Horz: 1-4=-6, 6-9=16, 9-10=19 Drag: 4-5=-0, 5-6=0 Trapezoidal Loads (plf) Vert: 1=-137-to-16=-117 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 20-2220A Truss G8 Truss Type Roof Special Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106362 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:OTr0Oj00hk42g2?HXT3F8FzMw07-N8mi1MmIWwv9e60Wvd0BpzQcr9WMUb9MJyIjw9zMX_4 Scale = 1:58.2 1 2 3 4 5 6 7 8 9 10 13 12 1114 4x4 4x4 4x4 3x10 4x6 3x10 4x4 3x10 2x4 3x10 4x4 TJC37 TJC37 3-0-143-0-14 9-11-06-10-2 18-2-08-3-0 -1-0-0 1-0-0 1-4-14 1-4-14 3-0-14 1-8-0 6-5-15 3-5-1 9-11-0 3-5-1 14-0-4 4-1-4 18-2-0 4-1-12 19-2-0 1-0-0 0-10-02-2-149-1-00-10-02-2-1412.00 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [2:0-0-7,0-2-13], [2:0-0-4,0-0-4], [3:0-2-4,0-1-12], [9:0-5-1,Edge], [13:0-3-0,0-1-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.27 0.54 0.23 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.33 0.02 (loc) 9-11 9-11 9 l/defl >999 >649 n/a L/d 240 180 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 *Except* 2-12: 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -x 2-11-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-4 oc purlins, except 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)2=0-3-8, 9=0-3-8 Max Horz 2=179(LC 7) Max Uplift 2=-189(LC 8), 9=-109(LC 9) Max Grav 2=830(LC 1), 9=786(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-822/149, 3-4=-912/184, 4-5=-1444/357, 5-6=-634/187, 6-7=-646/180, 7-9=-801/152 BOT CHORD 2-13=-159/519, 11-13=-109/601, 9-11=-47/496 WEBS 3-13=-132/713, 4-13=-1099/292, 5-13=-260/760, 5-11=-340/202, 6-11=-175/566 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 ; 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 9. 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 spaced at 1-8-0 oc max. starting at 1-6-0 from the left end to 3-2-0 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 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 20-2220A Truss G8 Truss Type Roof Special Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106362 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:13 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-N8mi1MmIWwv9e60Wvd0BpzQcr9WMUb9MJyIjw9zMX_4 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-6=-60, 6-10=-60, 2-9=-20 Concentrated Loads (lb) Vert: 13=-34(B) 14=-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 20-2220A Truss G9 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 4 WF68 Job Reference (optional) I41106363 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:19:30 2020 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:OTr0Oj00hk42g2?HXT3F8FzMw07-UqpBdHmSsMq?tU1KCRDyNBe?EaVyQJS2D91fAczMT4R Scale = 1:81.8 12 3 4 5 6 7 8 9 10 11 12 13 14 15 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 1633343536 37 38 39 40 41 42 43 44 45 46 47 8x8 6x8 8x8 8x8 8x8 3x6 6x8 3x4 6x6 6x6 3x4 6x8 4x5 4x9 2x8 5x10 4x6 10x12 4x5 8x8 4x5 4x6 10x12 10x10 2x8 4x9 8x8 4x5 5x6 3x6 5x6 3-8-53-8-5 8-0-14-3-12 12-3-124-3-12 16-7-84-3-12 19-2-152-7-7 21-2-81-11-9 23-2-11-11-9 25-9-82-7-7 30-10-85-1-0 35-11-85-1-0 41-0-85-1-0 43-1-82-1-0 -1-0-0 1-0-0 3-8-5 3-8-5 8-0-1 4-3-12 12-3-12 4-3-12 16-7-8 4-3-12 19-2-15 2-7-7 21-2-8 1-11-9 23-2-1 1-11-9 25-9-8 2-7-7 30-10-8 5-1-0 35-11-8 5-1-0 41-0-8 5-1-0 43-1-8 2-1-0 3-8-06-8-158-8-85-0-13-0-06-8-1510.00 12 12.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-8], [3:0-2-8,0-4-0], [6:0-1-12,0-2-4], [8:0-4-0,0-3-12], [9:0-3-4,0-4-0], [10:0-4-0,0-3-12], [12:0-2-8,0-6-0], [14:0-2-8,0-4-0], [16:0-3-12,0-1-8], [20:0-2-8,0-2-0], [21:0-2-4,0-1-8], [22:0-8-8,0-6-0], [23:0-2-8,0-2-8], [24:0-4-0,0-2-12], [25:0-2-8,0-2-8], [26:0-8-8,0-6-0], [27:0-2-4,0-1-8], [28:0-1-12,0-2-0], [32:0-3-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 12.0 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 0.18 0.30 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.38 -1.00 0.49 (loc) 24 24 16 l/defl >999 >515 n/a L/d 240 180 n/a PLATES MT20 Weight: 1737 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x8 SP 2250F 1.8E *Except* 1-3,14-15: 2x6 SP No.1 BOT CHORD 2x8 SP 2250F 1.8E *Except* 7-27,11-21: 2x4 SPF-S 1650F 1.6E, 22-26: 2x10 SP 2250F 1.9E WEBS 2x4 SPF No.2 *Except* 9-24: 2x4 SPF-S 1650F 1.6E 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.): 3-8, 10-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)32=4484/0-3-8, 16=4417/Mechanical Max Horz 32=-157(LC 6) Max Uplift 32=-2019(LC 8), 16=-1888(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3360/1514, 3-4=-4719/2100, 4-5=-4719/2100, 5-6=-4719/2100, 6-7=-17776/7381, 7-8=-15588/6318, 8-9=-13225/5278, 9-10=-13220/5289, 10-11=-15585/6243, 11-12=-17700/7199, 12-13=-4283/1866, 13-14=-4283/1866, 14-15=-1944/848, 2-32=-4457/1961, 15-16=-4387/1884 BOT CHORD 31-34=-1187/2487, 30-34=-1187/2487, 29-30=-2849/6642, 28-29=-2849/6642, 26-27=-338/597, 7-26=-1443/2988, 26-37=-7528/18165, 25-37=-7500/18098, 25-38=-6321/15617, 24-38=-6321/15617, 24-39=-6203/15615, 23-39=-6203/15615, 23-40=-7266/18003, 22-40=-7292/18068, 11-22=-1273/2809, 20-43=-2721/6544, 19-43=-2721/6544, 19-44=-2721/6544, 18-44=-2721/6544, 18-45=-594/1391, 45-46=-594/1391, 17-46=-594/1391 WEBS 3-31=-1377/434, 3-30=-1585/3886, 6-30=-3346/1312, 6-28=-4811/1978, 26-28=-3632/8467, 6-26=-5312/13059, 7-25=-3376/1625, 8-25=-725/225, 8-24=-9378/3941, 9-24=-6476/16104, 10-24=-9373/3837, 10-23=-721/280, 11-23=-3263/1467, 20-22=-3240/7791, 12-22=-4994/12580, 12-20=-3843/1492, 12-18=-3545/1418, 13-18=-298/148, 14-18=-1917/4537, 14-17=-2514/1014, 2-31=-1440/3295, 15-17=-1451/3404 NOTES- 1) 4-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, 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc, 2x10 - 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 ; end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60Continued 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 20-2220A Truss G9 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 4 WF68 Job Reference (optional) I41106363 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:19:31 2020 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:OTr0Oj00hk42g2?HXT3F8FzMw07-y1NZrdn4dgysVdbXm8kBvPBA__rB9miBSpnCj2zMT4Q NOTES- 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2019 lb uplift at joint 32 and 1888 lb uplift at joint 16. 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 JL24 (With 4-10d nails into Girder & 2-10d x 1-1/2 nails into Truss) or equivalent spaced at 14-4-0 oc max. starting at 4-0-12 from the left end to 24-0-4 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) "NAILED" indicates 3-10d Nails (0.148" x 3") toe-nails per NDS guidelines. 14) 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=-70, 2-3=-70, 3-8=-70, 8-9=-70, 9-10=-70, 10-14=-70, 14-15=-70, 27-32=-24, 22-26=-24, 16-21=-24 Concentrated Loads (lb) Vert: 29=-197(B) 27=-218(B) 31=-316(B) 30=-197(B) 28=-197(B) 22=-218(B) 18=-197(B) 33=-108(B) 34=-197(B) 35=-197(B) 36=-197(B) 37=-313(B) 38=-272(B) 39=-272(B) 40=-313(B) 41=-197(B) 42=-197(B) 43=-197(B) 44=-197(B) 45=-197(B) 46=-197(B) 47=-197(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 20-2220A Truss G10 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106364 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:OTr0Oj00hk42g2?HXT3F8FzMw07-RU7W2tXO_5VssB3sI7AjYy8EsUy7Xx1ZyVBDllzMX_N Scale = 1:80.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 24 23 22 21 20 19 18 17 162526272829 5x6 5x8 5x6 3x6 5x6 5x6 5x6 5x8 4x8 5x8 4x4 4x8 3x4 3x4 3x4 3x4 3x4 4x8 4x6 4x6 4x8 3x10 TJC37 0-0-4 0-0-4 2-9-12 2-9-8 10-0-15 7-3-2 17-2-6 7-1-7 25-7-13 8-5-7 34-1-5 8-5-8 38-9-4 4-7-15 44-8-5 5-11-1 -1-2-7 1-2-7 1-7-0 1-7-0 2-9-12 1-2-13 6-5-5 3-7-9 10-0-15 3-7-9 16-1-0 6-0-2 22-1-2 6-0-2 28-1-3 6-0-2 34-1-5 6-0-2 38-9-4 4-7-15 40-6-10 1-9-6 44-8-5 4-1-11 45-8-5 1-0-0 0-9-01-11-64-1-68-0-00-8-08-0-09.11 12 10.00 12 Plate Offsets (X,Y)-- [2:0-4-12,0-0-15], [2:0-0-15,0-6-1], [2:0-0-7,0-0-10], [3:0-3-12,0-1-12], [4:0-4-0,0-3-4], [6:0-4-0,0-1-12], [11:0-3-0,0-2-1], [13:0-4-0,0-1-12], [14:Edge,0-0-1] , [14:0-0-1,0-2-14], [14:0-0-0,0-0-1], [16:0-2-12,0-1-8], [21:0-5-0,0-0-12], [24:0-2-8,0-2-4] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.89 0.85 0.45 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.70 0.18 (loc) 19-20 19-20 14 l/defl >999 >762 n/a L/d 240 180 n/a PLATES MT20 Weight: 233 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 2-23: 2x6 SPF No.2, 21-23: 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x6 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except 2-0-0 oc purlins (3-5-4 max.): 3-4, 6-11, 12-13. BOT CHORD Rigid ceiling directly applied or 9-3-4 oc bracing. WEBS 1 Row at midpt 7-22, 8-20, 8-19, 10-17 REACTIONS. (size)2=0-3-11, 14=0-3-8 Max Horz 2=159(LC 7) Max Uplift 2=-223(LC 5), 14=-195(LC 9) Max Grav 2=1856(LC 1), 14=1844(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2222/245, 3-4=-2525/290, 4-5=-3587/450, 5-6=-2410/361, 6-7=-1816/299, 7-8=-2490/391, 8-10=-2570/387, 10-11=-1880/301, 11-12=-2492/354, 12-13=-2298/295, 13-14=-2410/280 BOT CHORD 2-24=-296/1498, 22-24=-365/2063, 20-22=-406/2418, 19-20=-422/2614, 17-19=-365/2436, 16-17=-231/2349, 14-16=-154/1687 WEBS 3-24=-195/1793, 4-24=-2323/295, 5-24=-164/1071, 5-22=-424/174, 6-22=-152/1276, 7-22=-1043/239, 7-20=-47/519, 8-20=-303/111, 10-19=-44/479, 10-17=-972/236, 11-17=-139/1272, 12-17=-633/175, 12-16=-1325/188, 13-16=-175/1545 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 ; 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) 2 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) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-8-6 from the left end to connect truss(es) to back face of bottom chord, skewed 32.8 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) 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 20-2220A Truss G10 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106364 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:54 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-RU7W2tXO_5VssB3sI7AjYy8EsUy7Xx1ZyVBDllzMX_N 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, 6-11=-60, 11-12=-60, 12-13=-60, 13-15=-60, 2-14=-20 Concentrated Loads (lb) Vert: 25=2(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 20-2220A Truss G11 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106365 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:OTr0Oj00hk42g2?HXT3F8FzMw07-vghvFDY0lOdiTLe2sriy5AgNKuKEGNOjA9xmHCzMX_M Scale = 1:85.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 23 22 21 20 19 18 17 16242526272829 30 5x6 5x6 5x8 5x12 MT20HS 3x6 5x6 6x12 MT20HS 5x6 5x10 4x6 6x10 3x6 3x6 3x6 3x6 3x10 4x6 5x8 4x6 4x8 4x6 Special 0-0-30-0-3 6-0-96-0-6 15-0-78-11-14 24-0-58-11-14 33-0-38-11-14 42-0-18-11-14 45-7-93-7-9 -1-0-14 1-0-14 1-9-6 1-9-6 3-8-5 1-10-15 6-0-9 2-4-4 11-0-3 4-11-10 19-0-5 8-0-2 27-0-7 8-0-2 35-0-9 8-0-2 38-6-5 3-5-12 42-0-1 3-5-12 43-9-7 1-9-6 45-7-9 1-10-2 46-7-9 1-0-0 0-9-102-4-153-10-52-2-78-0-00-8-08-0-010.83 12 9.11 12 10.00 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [2:0-0-9,0-6-0], [2:0-0-5,0-0-5], [4:0-3-12,0-1-12], [5:0-3-8,0-3-4], [6:0-9-4,0-2-4], [10:0-3-0,0-2-1], [13:0-4-0,0-1-12], [14:Edge,0-0-1], [14:0-0-1,0-4-7], [14:0-0-0,0-0-1], [16:0-2-0,0-1-12], [21:0-2-12,0-1-8], [23:0-4-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.97 0.73 0.57 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.72 0.16 (loc) 17-19 17-19 14 l/defl >999 >756 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 243 lb FT = 20% GRIP 197/144 148/108 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-8,8-10: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E *Except* 2-22: 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x8 SP No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-3-2 max.): 4-5, 6-10, 12-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-21, 9-17 REACTIONS. (size)2=0-3-7, 14=0-3-8 Max Horz 2=159(LC 26) Max Uplift 2=-205(LC 8), 14=-288(LC 4) Max Grav 2=1889(LC 1), 14=1924(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2267/245, 3-4=-2365/264, 4-5=-2620/301, 5-6=-3775/489, 6-7=-2445/363, 7-9=-2746/417, 9-10=-2148/347, 10-11=-2431/377, 11-12=-4144/609, 12-13=-2966/412, 13-14=-2396/320 BOT CHORD 2-23=-278/1409, 21-23=-333/2012, 19-21=-442/2694, 17-19=-411/2654, 16-17=-262/2254, 14-16=-196/1581 WEBS 3-23=-66/511, 4-23=-165/1501, 5-23=-2542/396, 6-21=-165/977, 7-21=-680/223, 9-19=-5/293, 9-17=-877/242, 10-17=-145/1287, 11-17=-570/208, 11-16=-288/1532, 12-16=-2700/394, 13-16=-271/2115, 6-23=-286/1498 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 ; 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 and 14. 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) 94 lb down and 101 lb up at 43-7-10 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 20-2220A Truss G11 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106365 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:55 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-vghvFDY0lOdiTLe2sriy5AgNKuKEGNOjA9xmHCzMX_M 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, 6-10=-60, 10-12=-60, 12-13=-60, 13-15=-60, 2-14=-20 Concentrated Loads (lb) Vert: 30=-43(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 20-2220A Truss G12 Truss Type Piggyback Base Girder Qty 2 Ply 1 WF68 Job Reference (optional) I41106366 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:OTr0Oj00hk42g2?HXT3F8FzMw07-r3ofguZGH0uQjfnRzFkQAbmm_i1pkC_0eTQtL4zMX_K Scale = 1:88.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1523222120191817 16 24 25 26 27 28 29 30 5x6 3x6 5x6 5x6 5x6 3x6 6x8 5x10 4x6 3x4 3x6 4x6 4x8 4x8 3x6 3x6 3x6 2x4 4x8 5x6 4x6 TJC37 5-7-35-7-3 11-7-106-0-6 20-0-08-4-6 30-0-010-0-0 39-11-89-11-8 40-1-40-1-12 45-8-05-6-12 -1-0-2 1-0-2 1-4-5 1-4-5 4-7-1 3-2-12 5-7-3 1-0-2 9-0-13 3-5-9 11-7-10 2-6-13 17-6-9 5-10-15 23-5-8 5-10-15 29-4-8 5-10-15 35-8-0 6-3-8 39-11-8 4-3-8 45-8-0 5-8-8 46-8-0 1-0-0 0-10-02-2-25-1-25-10-58-0-09-0-00-8-01-0-09-0-011.86 12 10.83 12 9.11 12 10.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-7], [2:0-0-7,0-2-12], [2:0-0-3,0-0-3], [4:0-3-0,0-1-6], [5:0-4-4,0-2-0], [7:0-4-0,0-1-12], [12:0-6-4,0-2-0], [14:0-0-0,0-0-1], [14:0-0-1,0-2-14], [14:Edge,0-0-1], [17:0-3-8,0-2-8], [18:0-1-12,0-1-12] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.59 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.61 0.09 (loc) 17-18 17-18 16 l/defl >999 >791 n/a L/d 240 180 n/a PLATES MT20 Weight: 241 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-21: 2x6 SPF No.2, 17-19,19-21: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins, except 2-0-0 oc purlins (3-10-4 max.): 5-6, 7-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3-9-3 oc bracing: 16-17 6-0-0 oc bracing: 14-16. WEBS 1 Row at midpt 9-18, 12-17, 8-22 REACTIONS. (size)2=0-3-7, 16=0-3-8, 14=0-3-8 Max Horz 2=170(LC 7) Max Uplift 2=-225(LC 8), 16=-231(LC 4), 14=-99(LC 35) Max Grav 2=1651(LC 1), 16=2045(LC 2), 14=172(LC 27) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1844/234, 3-4=-1887/246, 4-5=-1771/254, 5-6=-1392/225, 6-7=-2221/357, 7-8=-1716/296, 8-9=-2094/359, 9-11=-1605/324, 11-12=-1578/312, 12-13=-46/387, 13-14=-2/348 BOT CHORD 2-23=-263/1034, 22-23=-355/1981, 20-22=-386/2055, 18-20=-381/2009, 17-18=-143/735, 16-17=-1983/205, 13-17=-376/231 WEBS 3-23=-82/366, 5-23=-120/969, 6-22=-656/189, 7-22=-149/1184, 9-18=-631/137, 11-18=-399/148, 12-18=-231/1448, 12-17=-1764/274, 8-22=-622/188, 6-23=-1170/207 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) 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) 2, 16, 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) Use Simpson Strong-Tie TJC37 (4 nail, 22-30) or equivalent at 1-4-5 from the left end to connect truss(es) to front face of bottom chord, skewed 66.1 deg.to the left, 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 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 20-2220A Truss G12 Truss Type Piggyback Base Girder Qty 2 Ply 1 WF68 Job Reference (optional) I41106366 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:57 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-r3ofguZGH0uQjfnRzFkQAbmm_i1pkC_0eTQtL4zMX_K 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, 7-12=-60, 12-15=-60, 2-17=-20, 14-16=-20 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 20-2220A Truss G13 Truss Type Jack-Closed Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106367 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:OTr0Oj00hk42g2?HXT3F8FzMw07-JFM1tEau2J0HKoMdXzFfioI4m6WLTqM9t79QuWzMX_J Scale = 1:40.3 1 2 3 4 5 7 6 2x4 4x4 3x4 3x4 3x4 2x4 LU24 3-0-03-0-0 6-0-03-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 6-0-0 3-0-0 0-10-06-10-012.00 12 Plate Offsets (X,Y)-- [4:0-1-4,0-1-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.13 0.06 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 7 7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 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 2x4 SPF No.2 -x 1-11-14 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)6=Mechanical, 2=0-3-8 Max Horz 2=205(LC 23) Max Uplift 6=-244(LC 8), 2=-62(LC 8) Max Grav 6=373(LC 29), 2=422(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-376/101 WEBS 4-7=-166/304, 4-6=-337/247 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) 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) 6=244. 6) 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. 7) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 2-11-4 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 8) Fill all nail holes where hanger is in contact with lumber. 9) This truss is designed for a creep factor of 2.00, which is used to calculate the total load deflection. 10) 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, 2-6=-20 Concentrated Loads (lb) Vert: 7=-237(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 20-2220A Truss G14 Truss Type Half Hip Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106368 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:OTr0Oj00hk42g2?HXT3F8FzMw07-oRwP5abWpd88yyxq5gmuF0rDKVpyCIJI5nv_QzzMX_I Scale = 1:21.6 1 2 3 4 5 3x4 2x4 2x4 LU24 Special 4-0-04-0-0 3-7-13 3-7-13 4-0-0 0-4-3 0-8-03-8-83-7-710.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.27 0.23 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.00 (loc) 1-3 1-3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 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 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-3-8, 3=Mechanical Max Horz 1=105(LC 8) Max Uplift 1=-75(LC 8), 3=-190(LC 8) Max Grav 1=273(LC 29), 3=299(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; 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) 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) 3=190. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1. This connection is for uplift only and does not consider lateral forces. 7) 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 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 8) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 2-0-12 from the left end 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: 2-4=-60, 1-3=-20 Concentrated Loads (lb) Vert: 5=-205(F=-99, B=-105) Trapezoidal Loads (plf) Vert: 1=-75-to-4=-60 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 20-2220A Truss G14 Truss Type Half Hip Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106368 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:59 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-oRwP5abWpd88yyxq5gmuF0rDKVpyCIJI5nv_QzzMX_I LOAD CASE(S) Standard 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-50, 1-3=-20 Concentrated Loads (lb) Vert: 5=-174(F=-84, B=-89) Trapezoidal Loads (plf) Vert: 1=-65-to-4=-50 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2-4=-20, 1-3=-40 Concentrated Loads (lb) Vert: 5=-107(F=-57, B=-50) Trapezoidal Loads (plf) Vert: 1=-35-to-4=-20 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=-11, 1-3=-6 Horz: 1-2=2 Concentrated Loads (lb) Vert: 5=220(F=120, B=101) Trapezoidal Loads (plf) Vert: 1=-26-to-4=-11 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=9, 1-3=-6 Horz: 1-2=-17 Concentrated Loads (lb) Vert: 5=220(F=120, B=101) Trapezoidal Loads (plf) Vert: 1=-6-to-4=9 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=-31, 1-3=-20 Horz: 1-2=11 Concentrated Loads (lb) Vert: 5=248(F=134, B=115) Trapezoidal Loads (plf) Vert: 1=-46-to-4=-31 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=-12, 1-3=-20 Horz: 1-2=-8 Concentrated Loads (lb) Vert: 5=248(F=134, B=115) Trapezoidal Loads (plf) Vert: 1=-27-to-4=-12 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=22, 1-3=-6 Horz: 1-2=-30 Concentrated Loads (lb) Vert: 5=220(F=120, B=101) Trapezoidal Loads (plf) Vert: 1=7-to-4=22 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=9, 1-3=-6 Horz: 1-2=-17 Concentrated Loads (lb) Vert: 5=220(F=120, B=101) Trapezoidal Loads (plf) Vert: 1=-6-to-4=9 10) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=22, 1-3=-6 Horz: 1-2=-30 Concentrated Loads (lb) Vert: 5=220(F=120, B=101) Trapezoidal Loads (plf) Vert: 1=7-to-4=22 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=9, 1-3=-6 Horz: 1-2=-17 Concentrated Loads (lb) Vert: 5=220(F=120, B=101) 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 20-2220A Truss G14 Truss Type Half Hip Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106368 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:59 2020 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-oRwP5abWpd88yyxq5gmuF0rDKVpyCIJI5nv_QzzMX_I LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1=-6-to-4=9 12) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=2, 1-3=-20 Horz: 1-2=-22 Concentrated Loads (lb) Vert: 5=248(F=134, B=115) Trapezoidal Loads (plf) Vert: 1=-13-to-4=2 13) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=-12, 1-3=-20 Horz: 1-2=-8 Concentrated Loads (lb) Vert: 5=248(F=134, B=115) Trapezoidal Loads (plf) Vert: 1=-27-to-4=-12 14) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 2-4=-20, 1-3=-20 Concentrated Loads (lb) Vert: 5=-81(F=-40, B=-41) Trapezoidal Loads (plf) Vert: 1=-35-to-4=-20 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=-58, 1-3=-20 Horz: 1-2=8 Concentrated Loads (lb) Vert: 5=153(F=67, B=86) Trapezoidal Loads (plf) Vert: 1=-73-to-4=-58 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=-44, 1-3=-20 Horz: 1-2=-6 Concentrated Loads (lb) Vert: 5=153(F=67, B=86) Trapezoidal Loads (plf) Vert: 1=-59-to-4=-44 17) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=-34, 1-3=-20 Horz: 1-2=-16 Concentrated Loads (lb) Vert: 5=153(F=67, B=86) Trapezoidal Loads (plf) Vert: 1=-49-to-4=-34 18) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=-44, 1-3=-20 Horz: 1-2=-6 Concentrated Loads (lb) Vert: 5=153(F=67, B=86) Trapezoidal Loads (plf) Vert: 1=-59-to-4=-44 19) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=-11, 1-3=-6 Horz: 1-2=2 Concentrated Loads (lb) Vert: 5=-270(F=-170, B=-100) Trapezoidal Loads (plf) Vert: 1=-26-to-4=-11 20) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=9, 1-3=-6 Horz: 1-2=-17 Concentrated Loads (lb) Vert: 5=-270(F=-170, B=-100) Trapezoidal Loads (plf) Vert: 1=-6-to-4=9 21) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: 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 20-2220A Truss G14 Truss Type Half Hip Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106368 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:59 2020 Page 4 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-oRwP5abWpd88yyxq5gmuF0rDKVpyCIJI5nv_QzzMX_I LOAD CASE(S) Standard Uniform Loads (plf) Vert: 2-4=-31, 1-3=-20 Horz: 1-2=11 Concentrated Loads (lb) Vert: 5=-242(F=-156, B=-86) Trapezoidal Loads (plf) Vert: 1=-46-to-4=-31 22) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=-12, 1-3=-20 Horz: 1-2=-8 Concentrated Loads (lb) Vert: 5=-242(F=-156, B=-86) Trapezoidal Loads (plf) Vert: 1=-27-to-4=-12 23) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=22, 1-3=-6 Horz: 1-2=-30 Concentrated Loads (lb) Vert: 5=-270(F=-170, B=-100) Trapezoidal Loads (plf) Vert: 1=7-to-4=22 24) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=9, 1-3=-6 Horz: 1-2=-17 Concentrated Loads (lb) Vert: 5=-270(F=-170, B=-100) Trapezoidal Loads (plf) Vert: 1=-6-to-4=9 25) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=22, 1-3=-6 Horz: 1-2=-30 Concentrated Loads (lb) Vert: 5=-270(F=-170, B=-100) Trapezoidal Loads (plf) Vert: 1=7-to-4=22 26) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=9, 1-3=-6 Horz: 1-2=-17 Concentrated Loads (lb) Vert: 5=-270(F=-170, B=-100) Trapezoidal Loads (plf) Vert: 1=-6-to-4=9 27) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=2, 1-3=-20 Horz: 1-2=-22 Concentrated Loads (lb) Vert: 5=-242(F=-156, B=-86) Trapezoidal Loads (plf) Vert: 1=-13-to-4=2 28) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=-12, 1-3=-20 Horz: 1-2=-8 Concentrated Loads (lb) Vert: 5=-242(F=-156, B=-86) Trapezoidal Loads (plf) Vert: 1=-27-to-4=-12 29) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=-58, 1-3=-20 Horz: 1-2=8 Concentrated Loads (lb) Vert: 5=-267(F=-160, B=-107) Trapezoidal Loads (plf) Vert: 1=-73-to-4=-58 30) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=-44, 1-3=-20 Horz: 1-2=-6 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 20-2220A Truss G14 Truss Type Half Hip Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106368 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:52:59 2020 Page 5 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-oRwP5abWpd88yyxq5gmuF0rDKVpyCIJI5nv_QzzMX_I LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 5=-267(F=-160, B=-107) Trapezoidal Loads (plf) Vert: 1=-59-to-4=-44 31) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=-34, 1-3=-20 Horz: 1-2=-16 Concentrated Loads (lb) Vert: 5=-267(F=-160, B=-107) Trapezoidal Loads (plf) Vert: 1=-49-to-4=-34 32) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-4=-44, 1-3=-20 Horz: 1-2=-6 Concentrated Loads (lb) Vert: 5=-267(F=-160, B=-107) Trapezoidal Loads (plf) Vert: 1=-59-to-4=-44 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 20-2220A Truss G15 Truss Type Half Hip Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106369 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:OTr0Oj00hk42g2?HXT3F8FzMw07-oRwP5abWpd88yyxq5gmuF0rGMVrUCItI5nv_QzzMX_I Scale = 1:30.1 1 2 3 5 4 6 3x4 3x4 2x4 4x4 2x4 Special LU24 3-0-03-0-0 1-6-0 1-6-0 3-0-0 1-6-0 3-10-05-4-012.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-1-8], [2:0-2-8,0-2-0] 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 0.08 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 23 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 3-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical Max Horz 5=-90(LC 6) Max Uplift 4=-206(LC 5), 5=-82(LC 4) Max Grav 4=239(LC 29), 5=167(LC 30) 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) 5 except (jt=lb) 4=206. 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 at 2-0-12 from the left end to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 78 lb down and 45 lb up at 1-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 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, 4-5=-20 Concentrated Loads (lb) Vert: 2=-5(F) 6=-30(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 20-2220A Truss G16 Truss Type Half Hip Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106370 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:OTr0Oj00hk42g2?HXT3F8FzMw07-GeUnIwc9ZxG?a6W0fOH7oDORxvC3xlUSKReXyPzMX_H Scale = 1:15.0 1 2 3 4 5 6 7 2x4 4x4 3x6 4x4 TJC37 Special 2-10-82-10-8 -1-0-0 1-0-0 1-6-0 1-6-0 2-10-8 1-4-8 0-10-02-4-012.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-4], [2:0-0-7,0-2-13], [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-P 0.09 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2-5 2-5 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-3-8 Max Horz 2=74(LC 8) Max Uplift 5=-95(LC 5), 2=-58(LC 8) Max Grav 5=135(LC 29), 2=204(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) 5. 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 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) 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) 66 lb down and 64 lb up at 2-0-12 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: 1-3=-60, 3-4=-60, 2-5=-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 20-2220A Truss G16 Truss Type Half Hip Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106370 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:00 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-GeUnIwc9ZxG?a6W0fOH7oDORxvC3xlUSKReXyPzMX_H LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 6=-13(F) 7=-41(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 20-2220A Truss G17 Truss Type Roof Special Girder Qty 2 Ply 1 WF68 Job Reference (optional) I41106371 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:OTr0Oj00hk42g2?HXT3F8FzMw07-kq2AWGcnKEOsCG5CC5oMKRwWwJXKgC6bZ4O4VrzMX_G Scale: 1/2"=1' 1 2 3 4 5 7 6 8 4x4 4x4 2x4 4x4 3x6 3x4 THJA26 LU24 3-9-83-9-8 7-10-04-0-8 -1-0-0 1-0-0 1-10-15 1-10-15 6-8-15 4-10-0 7-10-0 1-1-1 0-10-02-8-153-10-02-8-1512.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-2-13], [2:0-0-4,0-0-4], [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-P 0.46 0.11 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 2-7 2-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 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, 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)6=Mechanical, 2=0-3-8 Max Horz 2=114(LC 23) Max Uplift 6=-141(LC 8), 2=-191(LC 8) Max Grav 6=337(LC 1), 2=452(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-373/133 WEBS 4-6=-302/146 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 ; 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=141. 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 THJA26 (THJA26 on 1 ply, Left Hand Hip) or equivalent at 2-0-6 from the left end to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 3-8-12 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) 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 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 20-2220A Truss G17 Truss Type Roof Special Girder Qty 2 Ply 1 WF68 Job Reference (optional) I41106371 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:01 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-kq2AWGcnKEOsCG5CC5oMKRwWwJXKgC6bZ4O4VrzMX_G LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-60, 3-4=-60, 4-5=-60, 2-6=-20 Concentrated Loads (lb) Vert: 7=-51(F) 8=-66(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 20-2220A Truss G18 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 WF68 Job Reference (optional) I41106372 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:20:31 2020 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:OTr0Oj00hk42g2?HXT3F8FzMw07-Ca?FR8WjU5WLirB3HlpGL2gIHAFBCyO0F9JNpZzMT3U Scale = 1:55.6 1 2 3 4 5 6 7 8 9 10 17 16 15 14 12 11 13 18 19 5x6 5x6 4x9 3x8 8x8 6x8 5x6 10x10 3x4 4x5 5x9 2x8 2x4 4x5 10x10 6x6 3-8-63-8-6 3-11-90-3-3 6-2-42-2-11 7-9-51-7-1 9-11-02-1-11 12-7-142-8-14 15-4-112-8-14 18-2-02-9-5 -1-0-0 1-0-0 3-8-6 3-8-6 5-4-6 1-8-0 7-9-5 2-4-15 9-11-0 2-1-11 12-7-14 2-8-14 15-4-11 2-8-14 18-2-0 2-9-5 0-10-04-6-69-1-00-10-03-0-04-6-612.00 12 Plate Offsets (X,Y)-- [2:0-0-11,0-3-12], [2:0-1-2,0-1-2], [2:0-2-8,0-0-0], [4:0-3-8,0-2-4], [5:0-3-8,Edge], [6:0-0-8,0-1-12], [7:0-2-8,0-2-8], [8:0-1-4,0-1-8], [10:0-9-0,Edge], [14:0-5-0 ,0-6-0], [16:0-5-0,0-6-4], [17:0-2-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.66 0.63 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.24 0.04 (loc) 14-16 14-16 10 l/defl >999 >893 n/a L/d 240 180 n/a PLATES MT20 Weight: 489 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 5-7,7-10: 2x6 SPF No.2 BOT CHORD 2x8 SP No.2 *Except* 9-13: 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -Ì 2-5-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 13 REACTIONS.(lb/size)10=7749/0-3-8 (req. 0-4-1), 2=6593/0-3-8 Max Horz 2=172(LC 5) Max Uplift 10=-1382(LC 8), 2=-1730(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8085/2130, 3-4=-8023/2152, 4-5=-5629/1552, 5-6=-10677/2866, 6-7=-6838/1573, 7-8=-6998/1597, 8-18=-7762/1618, 9-18=-8994/1746, 9-10=-9941/1796 BOT CHORD 2-17=-1486/5417, 16-17=-2128/7959, 15-16=-1488/6168, 14-15=-1488/6168, 14-19=-1092/5858, 12-19=-1092/5858, 11-12=-1169/6605, 10-11=-1167/6593 WEBS 4-17=-1567/5854, 7-14=-2105/9209, 8-14=-1938/195, 12-13=-137/1825, 8-13=-143/1962, 9-11=-343/118, 9-12=-1155/163, 6-14=-3538/1397, 5-16=-1539/507, 5-17=-6552/1699, 6-16=-2264/6228 NOTES- 1) N/A 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 3 rows staggered at 0-5-0 oc. Bottom chords connected as follows: 2x8 - 4 rows staggered at 0-4-0 oc, 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Unbalanced roof live loads have been considered for this design. 5) 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 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) WARNING: Required bearing size at joint(s) 10 greater than input bearing size. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1382 lb uplift at joint 10 and 1730 lb uplift at joint 2. 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 PLY-TO-PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FORLOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGERMANUFACTURER SPECIFICATIONS. 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 20-2220A Truss G18 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 WF68 Job Reference (optional) I41106372 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:20:31 2020 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:OTr0Oj00hk42g2?HXT3F8FzMw07-Ca?FR8WjU5WLirB3HlpGL2gIHAFBCyO0F9JNpZzMT3U NOTES- 12) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-0-12 from the left end to 12-0-12 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1733 lb down and 230 lb up at 13-10-12, and 1733 lb down and 230 lb up at 15-5-12 on top chord, and 4397 lb down and 1908 lb up at 6-3-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-4=-60, 4-5=-60, 5-7=-60, 7-10=-60, 2-10=-20, 9-13=-20 Concentrated Loads (lb) Vert: 15=-1692(F) 14=-1692(F) 9=-1658(F) 16=-4397(F) 18=-1658(F) 19=-1692(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 20-2220A Truss G19 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106373 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:OTr0Oj00hk42g2?HXT3F8FzMw07-8PkI8Hffd9mR3jqnuEM3y3Yz5WL3tPH2F2cl5AzMX_D Scale = 1:68.0 1 2 3 4 5 6 7 8 9 10 111817161514 13 121920212223 24 25 5x6 5x6 8x8 6x8 3x6 4x6 4x8 2x4 2x4 4x6 5x6 3x4 3x4 8x8 5x8 2x4 4x6 LU24 2-5-152-5-15 7-9-85-3-9 15-4-87-7-0 22-11-87-7-0 30-4-87-5-0 38-0-07-7-8 -1-0-0 1-0-0 2-5-15 2-5-15 6-1-2 3-7-3 12-4-13 6-3-11 17-8-2 5-3-6 22-11-8 5-3-6 25-7-3 2-7-11 31-8-6 6-1-3 38-0-0 6-3-10 0-8-02-8-158-0-011-0-00-8-03-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4], [3:0-4-4,0-2-0], [5:0-6-4,0-2-0], [8:0-6-4,0-2-0], [11:0-0-0,0-0-4], [12:0-2-13,0-2-8], [14:0-2-12,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 0.72 0.94 0.66 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.61 0.19 (loc) 14-15 14-15 11 l/defl >999 >738 n/a L/d 240 180 n/a PLATES MT20 Weight: 210 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-5: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 2-16,11-13: 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc purlins, except 2-0-0 oc purlins (4-2-0 max.): 3-4, 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. 1 Row at midpt 7-14 WEBS 1 Row at midpt 6-14, 8-12 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=-194(LC 4) Max Uplift 2=-245(LC 8), 11=-182(LC 9) Max Grav 2=1619(LC 1), 11=1509(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2071/274, 3-4=-1511/230, 4-5=-3237/411, 5-6=-1814/232, 6-7=-1776/230, 7-8=-1767/230, 8-10=-1952/398, 10-11=-2060/245 BOT CHORD 2-18=-250/1432, 17-18=-385/3219, 15-17=-210/1644, 14-15=-217/1854, 11-12=-97/1459 WEBS 5-17=-246/1478, 5-15=-103/550, 6-15=-328/151, 12-14=-99/1534, 8-14=-196/1084, 8-12=-259/220, 10-12=-324/257, 3-18=-145/1262, 4-18=-2089/230, 4-17=-1405/317 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 ; 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) 2 and 11. 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 at 1-10-12 from the left end 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: 1-3=-60, 3-4=-60, 4-5=-60, 5-8=-60, 8-11=-60, 2-14=-20, 11-13=-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 20-2220A Truss G19 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106373 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:04 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-8PkI8Hffd9mR3jqnuEM3y3Yz5WL3tPH2F2cl5AzMX_D LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 19=-42(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 20-2220A Truss G20 Truss Type Half Hip Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106374 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:OTr0Oj00hk42g2?HXT3F8FzMw07-cbHgLdgHOTuIgtOzRxtIVH5Ivwvjc0oBUiMIedzMX_C Scale = 1:14.4 1 2 3 4 5 6 3x4 2x4 2x4 3x6 TJC37 2-0-02-0-0 -1-0-0 1-0-0 1-4-5 1-4-5 2-0-0 0-7-11 0-10-02-2-512.00 12 Plate Offsets (X,Y)-- [2:0-0-7,0-2-13], [2:0-0-4,0-0-4], [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 0.07 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 2 2 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 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 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, 2=0-3-8 Max Horz 2=71(LC 8) Max Uplift 5=-47(LC 8), 2=-19(LC 8) Max Grav 5=69(LC 33), 2=154(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 ; 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) 5. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-4-5 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. 11) Fill all nail holes where hanger is in contact with lumber. 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, 2-5=-20 Concentrated Loads (lb) Vert: 6=-6(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 20-2220A Truss G21 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106375 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:OTr0Oj00hk42g2?HXT3F8FzMw07-4or3Zzgv9n09I1zA?eOX1UeF7K19LFtKiM5rA3zMX_B Scale = 1:61.0 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 1118192021222324 4x4 5x6 5x6 3x4 4x4 3x6 3x10 4x6 3x4 4x4 3x4 3x4 3x4 4x4 4x8 3x6 TJC37 0-0-40-0-4 2-9-122-9-8 8-6-05-8-4 16-10-128-4-12 25-3-98-4-13 33-11-138-8-4 -1-2-7 1-2-7 1-7-0 1-7-0 2-9-12 1-2-13 6-5-5 3-7-9 10-0-15 3-7-9 17-11-6 7-10-7 25-9-14 7-10-7 33-11-13 8-1-15 0-9-01-11-68-0-09.11 12 10.00 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [2:0-0-15,0-4-5], [2:0-0-7,0-0-10], [3:0-2-4,0-1-12], [4:0-2-12,0-2-12], [6:0-3-8,0-2-4], [10:Edge,0-3-8], [12:0-1-12,0-1-8], [14:0-1-8,0-1-8], [17:0-2-8,0-1-12] 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 1.00 0.90 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.48 0.10 (loc) 11-12 11-12 11 l/defl >999 >834 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-15: 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-4-4 max.): 3-4, 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-11, 7-12, 9-11 REACTIONS. (size)11=0-5-8, 2=0-3-11 Max Horz 2=246(LC 8) Max Uplift 11=-264(LC 5), 2=-181(LC 8) Max Grav 11=1389(LC 2), 2=1429(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1633/201, 3-4=-1839/239, 4-5=-2634/379, 5-6=-1893/291, 6-7=-1569/286, 7-9=-1228/223 BOT CHORD 2-17=-314/1097, 16-17=-289/1541, 14-16=-238/1296, 12-14=-298/1575, 11-12=-221/1179 WEBS 5-16=-361/181, 6-14=-135/481, 7-12=-506/109, 9-12=-23/692, 9-11=-1609/302, 6-16=-119/655, 4-17=-1744/264, 3-17=-160/1295, 5-17=-186/782 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 ; 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 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 TJC37 (4 nail, 30-90) or equivalent at 1-8-6 from the left end to connect truss(es) to front face of bottom chord, skewed 32.8 deg.to the left, 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 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 20-2220A Truss G21 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF68 Job Reference (optional) I41106375 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:07 2020 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-Z_PRmJhYw48?wBYMZMvmaiAQtkNO4i7Ux0rPiVzMX_A 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, 6-10=-60, 2-11=-20 Concentrated Loads (lb) Vert: 18=2(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 20-2220A Truss H1 Truss Type Hip Qty 1 Ply 1 WF68 Job Reference (optional) I41106376 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:OTr0Oj00hk42g2?HXT3F8FzMw07-k5ab44qRKTXSktuTiAcMW07QHABL8tH5TE0UbMzMX_? Scale = 1:56.1 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 4x6 4x6 2x4 3x4 3x10 3x4 6x8 2x4 6x8 3x10 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 2-10-09-2-12-10-09-2-112.00 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 0.48 0.68 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.54 0.01 (loc) 9-11 9-11 8 l/defl >933 >483 n/a L/d 240 180 n/a PLATES MT20 Weight: 122 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.): 3-5. 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=217(LC 11) Max Uplift 12=-198(LC 12), 8=-198(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=-786/271, 3-4=-518/286, 4-5=-518/285, 5-6=-786/271, 2-12=-888/296, 6-8=-888/296 BOT CHORD 9-11=-156/536 WEBS 3-11=-49/251, 5-9=-49/251, 2-11=-87/483, 6-9=-88/483 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=198. 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) 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 20-2220A Truss H2 Truss Type Hip Qty 1 Ply 1 WF68 Job Reference (optional) I41106377 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:22 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-dtp6wRtyOh1tDUCEx0hIhsI44ncW4hbhOs_ij7zMWzx Scale = 1:65.1 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 17 6x8 4x6 3x4 6x8 3x4 8x8 3x4 8x8 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 2-10-010-10-12-10-010-10-112.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-4-12,0-1-8], [5:0-3-8,Edge], [7:0-1-12,0-0-0], [8:0-2-8,Edge], [10:0-1-12,0-0-8] 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 0.62 0.41 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.35 0.01 (loc) 9-10 9-10 7 l/defl >999 >739 n/a L/d 240 180 n/a PLATES MT20 Weight: 131 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SP 2400F 2.0E *Except* 3-4: 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 3-8, 4-8 REACTIONS. (size)10=0-3-8, 7=0-3-8 Max Horz 10=249(LC 11) Max Uplift 10=-203(LC 12), 7=-203(LC 13) Max Grav 10=937(LC 1), 7=937(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-791/276, 3-4=-535/308, 4-5=-791/276, 2-10=-860/302, 5-7=-860/302 BOT CHORD 9-10=-264/330, 8-9=-124/496 WEBS 2-9=-73/402, 5-8=-74/393 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=203. 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 20-2220A Truss H3 Truss Type Hip Qty 1 Ply 1 WF68 Job Reference (optional) I41106378 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:OTr0Oj00hk42g2?HXT3F8FzMw07-53NU7nta9?9kqenRVjCXD3rLpBw8p2zrcWjFFazMWzw Scale = 1:75.1 1 2 3 4 5 6 78 12 11 10 9 13 14 15 16 17 18 19 20 21 22 4x8 3x4 4x4 6x12 MT20HS 5x6 3x4 4x4 4x4 3x4 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 2-10-012-6-12-10-012-6-112.00 12 Plate Offsets (X,Y)-- [4:0-4-4,0-1-0], [5:0-4-4,0-1-12], [9:0-1-12,0-2-0], [10:0-4-0,0-3-4] 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 0.23 0.51 0.47 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.32 0.02 (loc) 9-10 9-10 9 l/defl >999 >812 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 147 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 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 4-10, 3-12, 6-9 REACTIONS. (size)12=0-3-8, 9=0-3-8 Max Horz 12=-282(LC 10) Max Uplift 12=-107(LC 12), 9=-108(LC 13) Max Grav 12=983(LC 2), 9=977(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-768/274, 4-5=-436/221, 5-6=-745/263, 2-12=-291/173, 7-9=-296/172 BOT CHORD 11-12=-159/613, 10-11=-94/505, 9-10=-37/505 WEBS 5-10=-122/318, 3-12=-851/44, 4-11=-179/395, 6-9=-824/46 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 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=108. 8) 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. 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 20-2220A Truss H4 Truss Type Half Hip Qty 2 Ply 1 WF68 Job Reference (optional) I41106379 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:OTr0Oj00hk42g2?HXT3F8FzMw07-ZFxsL7uCwIHbSoLd3QjmmHNVeaLXYaa_rAToo0zMWzv Scale = 1:40.5 1 2 3 4 6 5 7 8 3x4 3x4 3x4 2x4 5x6 6-0-06-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 6-0-0 1-0-0 2-8-06-10-010.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [3:0-2-0,0-1-13], [6:0-1-12,0-1-0] 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-S 0.29 0.25 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.12 -0.00 (loc) 5-6 5-6 5 l/defl >999 >578 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 (6-0-0 max.): 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=181(LC 12) Max Uplift 5=-192(LC 12) Max Grav 5=278(LC 19), 6=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-287/283 WEBS 2-5=-285/297 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 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=192. 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 20-2220A Truss H5 Truss Type Half Hip Qty 3 Ply 1 WF68 Job Reference (optional) I41106380 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:OTr0Oj00hk42g2?HXT3F8FzMw07-ZFxsL7uCwIHbSoLd3QjmmHNYSaLcYci_rAToo0zMWzv Scale = 1:25.4 1 2 3 4 6 5 7 2x4 3x4 4x4 3x10 6-0-06-0-0 -1-0-0 1-0-0 3-0-1 3-0-1 6-0-0 2-11-15 0-10-03-10-112.00 12 Plate Offsets (X,Y)-- [2:0-5-12,0-1-8], [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-S 0.11 0.24 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.12 0.00 (loc) 5-6 5-6 5 l/defl >999 >591 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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=143(LC 12) Max Uplift 5=-90(LC 9), 6=-42(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; 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 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) 5. 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) 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 20-2220A Truss H6 Truss Type Half Hip Qty 3 Ply 1 WF68 Job Reference (optional) I41106381 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:OTr0Oj00hk42g2?HXT3F8FzMw07-1SVEYTvqhcPS4ywpc8E?IUwgW_gaH1e74pCMKSzMWzu Scale = 1:33.2 1 2 3 4 6 5 7 4x6 2x4 4x4 3x10 6-0-06-0-0 -1-0-0 1-0-0 4-8-1 4-8-1 6-0-0 1-3-15 0-10-05-6-112.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-12], [2:0-1-12,0-1-12], [3:0-4-8,0-2-0], [6:0-0-0,0-1-12] 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 0.29 0.26 0.14 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.13 0.00 (loc) 5-6 5-6 5 l/defl >999 >521 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, 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=208(LC 12) Max Uplift 5=-147(LC 12) Max Grav 5=245(LC 19), 6=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-251/67 WEBS 3-5=-282/251 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=147. 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 20-2220A Truss H7 Truss Type Hip Qty 1 Ply 1 WF68 Job Reference (optional) I41106382 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:OTr0Oj00hk42g2?HXT3F8FzMw07-Ve3dmpwSSwXJh6V0ArlEriTlqOrr0QJHJTyvsvzMWzt Scale = 1:66.8 12 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3x6 6x8 6x8 3x6 4x8 4x8 3x4 2x4 3x10 2x4 3x4 2x4 4x8 4x8 9-6-19-6-1 19-0-09-5-15 28-5-159-5-15 38-0-09-6-1 -1-0-0 1-0-0 5-11-15 5-11-15 11-11-14 5-11-14 19-0-0 7-0-2 26-0-2 7-0-2 32-0-1 5-11-14 38-0-0 5-11-15 39-0-0 1-0-0 0-8-010-7-140-8-010-7-1410.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [5:0-6-4,0-2-0], [7:0-6-4,0-2-0], [10:0-0-0,0-0-1], [10:0-0-1,0-2-14], [10:Edge,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.70 0.96 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.64 0.12 (loc) 14-16 10-12 10 l/defl >999 >707 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc purlins, except 2-0-0 oc purlins (4-2-10 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=-210(LC 10) Max Uplift 2=-185(LC 12), 10=-185(LC 13) Max Grav 2=1630(LC 2), 10=1630(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2083/329, 3-5=-1929/380, 5-6=-1515/350, 6-7=-1515/350, 7-9=-1929/380, 9-10=-2083/329 BOT CHORD 2-16=-248/1547, 14-16=-185/1285, 12-14=-96/1272, 10-12=-165/1499 WEBS 3-16=-274/221, 5-16=-130/607, 5-14=-154/504, 6-14=-476/179, 7-14=-154/504, 7-12=-130/607, 9-12=-274/221 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 2-9-10, Interior(1) 2-9-10 to 11-11-14, Exterior(2) 11-11-14 to 17-4-5, Interior(1) 17-4-5 to 26-0-2, Exterior(2) 26-0-2 to 31-4-10, Interior(1) 31-4-10 to 39-0-0 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) 2 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 20-2220A Truss H8 Truss Type Hip Qty 1 Ply 1 WF68 Job Reference (optional) I41106383 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:27 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-zqc?z9x4DDfAJG4CkZGTOv??8oKTlvzQX7hTOLzMWzs Scale = 1:52.3 1 2 3 4 5 6 7 9 8 10 11 12 13 14 15 6x8 4x8 5x6 3x10 2x4 4x4 2x4 3x6 7-0-07-0-0 14-0-06-11-15 21-0-07-0-0 -1-0-0 1-0-0 4-10-13 4-10-13 9-9-10 4-10-12 11-2-6 1-4-13 16-1-3 4-10-12 21-0-0 4-10-13 0-8-08-10-00-8-08-10-010.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-1], [2:0-0-1,0-2-14], [2:Edge,0-0-1], [4:0-2-0,0-1-13], [5:0-6-4,0-2-0], [7:0-0-1,0-2-14], [7:0-0-0,0-0-1], [7:Edge,0-0-1], [8:0-3-0,0-3-4] 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 0.34 0.43 0.27 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.11 -0.21 0.03 (loc) 8-9 7-8 7 l/defl >999 >999 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 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except 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 5-9 REACTIONS. (size)2=0-3-8, 7=0-3-8 Max Horz 2=171(LC 9) Max Uplift 2=-216(LC 12), 7=-195(LC 13) Max Grav 2=919(LC 19), 7=857(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1074/280, 3-4=-985/359, 4-5=-590/292, 5-6=-994/367, 6-7=-1066/286 BOT CHORD 2-9=-206/831, 8-9=-38/545, 7-8=-131/746 WEBS 3-9=-297/247, 4-9=-163/449, 5-8=-195/504, 6-8=-300/252 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; 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 9-9-10, Exterior(2) 9-9-10 to 15-5-5, Interior(1) 15-5-5 to 20-10-4 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) 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) 2 and 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 20-2220A Truss H9 Truss Type Hip Qty 1 Ply 1 WF68 Job Reference (optional) I41106384 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:OTr0Oj00hk42g2?HXT3F8FzMw07-R1ANAVxjzXo1xPfOIGniw7Y16Ca_UCjamnR0xnzMWzr Scale = 1:75.7 12 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 5x6 3x6 6x8 3x4 4x8 4x6 2x4 3x4 3x6 4x4 3x4 3x4 3x4 8x10 4x6 5x8 4x6 3x6 8-7-38-7-3 17-2-58-7-2 25-9-88-7-3 34-3-128-6-4 43-1-88-9-12 -1-0-0 1-0-0 5-11-14 5-11-14 12-7-1 6-7-3 19-2-5 6-7-3 25-9-8 6-7-3 32-3-4 6-5-12 38-8-15 6-5-12 43-1-8 4-4-9 0-8-05-7-148-7-145-0-13-0-08-7-1410.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [3:0-3-0,0-2-1], [9:0-2-4,0-2-0], [10:0-6-4,0-2-0], [12:Edge,0-2-0], [13:0-2-15,0-1-12], [16:0-4-0,Edge], [19:0-1-8,0-1-12] 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 0.84 0.73 0.95 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.90 0.28 (loc) 12-13 16-17 12 l/defl >999 >573 n/a L/d 240 180 n/a PLATES MT20 Weight: 214 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-18,16-18: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-8-6 max.): 3-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-16, 9-13, 10-12 REACTIONS. (size)2=0-3-8, 12=Mechanical Max Horz 2=114(LC 12) Max Uplift 2=-260(LC 9), 12=-268(LC 8) Max Grav 2=1783(LC 1), 12=1712(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2311/395, 3-4=-2166/405, 4-5=-3286/616, 5-7=-3319/628, 7-9=-3300/627, 9-10=-1420/300 BOT CHORD 2-19=-332/1622, 17-19=-570/2849, 16-17=-667/3408, 7-16=-383/140, 12-13=-131/784 WEBS 3-19=-207/1271, 4-19=-1176/307, 4-17=-113/691, 5-17=-363/148, 13-16=-360/1913, 9-16=-377/1925, 9-13=-1706/410, 10-13=-244/1379, 10-12=-1689/299 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 3-3-12, Interior(1) 3-3-12 to 5-11-14, Exterior(2) 5-11-14 to 12-1-1, Interior(1) 12-1-1 to 38-8-15, Exterior(2) 38-8-15 to 42-11-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 12=268. 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) 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 20-2220A Truss H10 Truss Type Hip Qty 1 Ply 1 WF68 Job Reference (optional) I41106385 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:OTr0Oj00hk42g2?HXT3F8FzMw07-CI8zIQq35mfJM1TgGt7b3EgU7ZVZt8AFiul17pzMX__ Scale = 1:81.1 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 26 27 28 29 30 5x6 3x6 6x8 5x6 5x8 4x6 4x8 4x6 2x4 3x4 3x10 2x4 3x4 3x4 3x4 7x12 MT20HS 8x8 5x12 MT20HS 8-4-108-4-10 17-2-68-9-11 25-9-88-7-2 34-0-128-3-4 43-1-89-0-12 -1-0-0 1-0-0 4-2-6 4-2-6 8-4-10 4-2-5 14-2-4 5-9-10 19-11-14 5-9-10 25-9-8 5-9-10 33-2-15 7-5-7 34-0-12 0-9-13 35-10-11 1-9-15 43-1-8 7-2-13 0-8-07-7-146-11-116-11-410-7-143-10-153-0-010-7-1410.00 12 0.25 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [4:0-4-0,0-1-12], [9:0-6-0,0-1-12], [10:0-3-0,0-2-12], [11:0-5-4,0-2-4], [14:0-5-0,Edge], [16:0-2-8,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 0.92 0.81 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.72 0.23 (loc) 13-14 16-17 13 l/defl >999 >717 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 246 lb FT = 20% GRIP 197/144 148/108 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 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 6-16, 9-14, 10-14 2 Rows at 1/3 pts 11-13 REACTIONS. (size)2=0-3-8, 13=Mechanical Max Horz 2=146(LC 9) Max Uplift 2=-210(LC 9), 13=-189(LC 8) Max Grav 2=1783(LC 1), 13=1722(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2296/393, 3-4=-2139/399, 4-5=-1595/348, 5-6=-2436/467, 6-8=-2423/493, 8-9=-2421/496, 9-10=-1512/357, 10-11=-1266/310, 12-13=-285/166 BOT CHORD 2-19=-331/1629, 17-19=-411/2223, 16-17=-444/2498, 8-16=-432/159, 13-14=-134/1072 WEBS 4-19=-162/1073, 5-19=-1076/258, 5-17=-70/587, 6-17=-299/128, 14-16=-191/1395, 9-16=-323/1587, 9-14=-626/221, 10-14=-733/125, 11-14=-203/1083, 11-13=-1712/228 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 3-3-12, Interior(1) 3-3-12 to 8-4-10, Exterior(2) 8-4-10 to 14-2-4, Interior(1) 14-2-4 to 33-2-15, Exterior(2) 33-2-15 to 34-0-12, Interior(1) 34-0-12 to 35-10-11, Exterior(2) 35-10-11 to 41-11-14, Interior(1) 41-11-14 to 42-11-12 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) 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) 13=189. 9) 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. 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 20-2220A Truss H11 Truss Type Half Hip Qty 2 Ply 1 WF68 Job Reference (optional) I41106386 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:20 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-gUhLVmrhs4n9zB2sqbeqbRDq2zxbcn8OwYVbeFzMWzz Scale = 1:29.7 1 2 3 4 6 5 7 8 9 2x4 3x4 4x4 3x10 7-10-07-10-0 -1-0-0 1-0-0 3-9-14 3-9-14 7-10-0 4-0-2 0-10-04-7-1412.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-12], [2:0-1-12,0-1-12], [3:0-2-8,0-2-0], [5:0-1-8,0-1-8], [6:0-0-0,0-1-12] 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 0.20 0.44 0.09 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.12 -0.35 0.00 (loc) 5-6 5-6 5 l/defl >758 >257 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 (6-0-0 max.): 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=-70(LC 9), 6=-31(LC 12) Max Grav 5=296(LC 1), 6=376(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-299/109 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 3-9-14, Exterior(2) 3-9-14 to 7-8-4 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) 5. 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) 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 20-2220A Truss H12 Truss Type Half Hip Qty 1 Ply 1 WF68 Job Reference (optional) I41106387 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:OTr0Oj00hk42g2?HXT3F8FzMw07-8gFki5sKdNv0bLd2NI938fl_aNJYLDuY9CE8BhzMWzy Scale = 1:36.0 1 2 3 4 6 5 7 8 4x6 2x4 4x4 3x10 6-0-06-0-0 -1-0-0 1-0-0 5-2-3 5-2-3 6-0-0 0-9-13 0-10-06-0-312.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-12], [2:0-1-12,0-1-12], [3:0-4-8,0-2-0], [6:0-0-0,0-1-12] 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 0.28 0.27 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.14 0.00 (loc) 5-6 5-6 5 l/defl >999 >500 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, 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=183(LC 12) Max Uplift 5=-121(LC 12) Max Grav 5=224(LC 19), 6=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-254/47 WEBS 3-5=-323/269 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 5-2-3, Exterior(2) 5-2-3 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) 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) 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 20-2220A Truss J1 Truss Type Jack-Closed Qty 6 Ply 1 WF68 Job Reference (optional) I41106388 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:OTr0Oj00hk42g2?HXT3F8FzMw07-vDklOryLkrwuZZEbr_JxTK5HAb09Dr8j?RAZTDzMWzq Scale = 1:43.8 1 2 3 5 4 6 7 2x4 3x4 2x4 3x4 6-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 2-8-07-8-010.00 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 0.56 0.35 0.17 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: 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=208(LC 12) Max Uplift 4=-234(LC 12) Max Grav 5=304(LC 1), 4=309(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-265/232 WEBS 2-4=-253/288 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 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=234. 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 20-2220A Truss J2 Truss Type Jack-Closed Qty 2 Ply 1 WF68 Job Reference (optional) I41106389 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:35 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-kN50eu16Khg1HUhkCEPLibKNF05UdaDcNNdugtzMWzk Scale = 1:27.7 1 2 3 5 4 4x4 3x6 3x4 3x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 2-10-04-10-012.00 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 0.27 0.22 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 6-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=125(LC 9) Max Uplift 5=-47(LC 10), 4=-184(LC 12) Max Grav 5=160(LC 1), 4=180(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; Pr. 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) except (jt=lb) 4=184. 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 20-2220A Truss J3 Truss Type Jack-Closed Qty 2 Ply 1 WF68 Job Reference (optional) I41106390 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:35 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-kN50eu16Khg1HUhkCEPLibKO706BdaDcNNdugtzMWzk Scale = 1:24.6 1 2 3 5 4 3x4 4x4 3x4 3x4 2-2-92-2-9 -1-6-12 1-6-12 2-2-9 2-2-9 2-10-04-3-07.68 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [5:0-2-0,0-0-8] 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-R 0.21 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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=111(LC 9) Max Uplift 4=-121(LC 9) Max Grav 5=225(LC 1), 4=139(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; Pr. 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) except (jt=lb) 4=121. 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 20-2220A Truss J4 Truss Type Jack-Closed Qty 22 Ply 1 WF68 Job Reference (optional) I41106391 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:21:25 2020 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:OTr0Oj00hk42g2?HXT3F8FzMw07-dyGfmc9bmhKhA9JRR4nwXRvbsxlJsYWzgYOEiRzMT2e Scale = 1:39.5 1 2 3 5 4 6 7 8 4x7 3x4 2x4 6-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-10-06-10-012.00 12 Plate Offsets (X,Y)-- [2:0-1-12,0-1-12], [3:0-0-9,0-1-8], [4:0-1-12,0-1-0], [5:0-0-0,0-1-12] 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-R 0.39 0.28 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.14 0.00 (loc) 4-5 4-5 4 l/defl >999 >473 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=304/0-3-8, 4=221/Mechanical Max Horz 5=202(LC 12) Max Uplift 4=-149(LC 12) Max Grav 5=304(LC 1), 4=304(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-262/37 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 ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 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 20-2220A Truss J5 Truss Type Jack-Closed Qty 2 Ply 1 WF68 Job Reference (optional) I41106392 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:OTr0Oj00hk42g2?HXT3F8FzMw07-glDn3a2MsIwlWor7JfSpo0QlCqqz5Ujurh6_lmzMWzi Scale = 1:14.3 1 2 3 5 4 3x10 2x4 2x4 2-2-92-2-9 -1-6-12 1-6-12 2-2-9 2-2-9 0-10-02-3-07.68 12 Plate Offsets (X,Y)-- [2:0-5-10,0-1-8] 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-R 0.18 0.03 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: 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 2-2-9 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=77(LC 12) Max Uplift 5=-35(LC 12), 4=-42(LC 12) Max Grav 5=225(LC 1), 4=53(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; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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) 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 20-2220A Truss J6 Truss Type JACK-CLOSED Qty 4 Ply 1 WF68 Job Reference (optional) I41106393 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:OTr0Oj00hk42g2?HXT3F8FzMw07-glDn3a2MsIwlWor7JfSpo0QlCqqz5Ujurh6_lmzMWzi Scale = 1:14.3 1 2 3 5 4 3x10 2x4 2x4 2-2-92-2-2 -1-6-12 1-6-12 2-2-9 2-2-9 0-10-02-3-07.68 12 Plate Offsets (X,Y)-- [2:0-5-10,0-1-8] 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-R 0.18 0.03 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: 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 2-2-9 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=77(LC 12) Max Uplift 5=-35(LC 12), 4=-42(LC 12) Max Grav 5=225(LC 1), 4=53(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; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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) 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 20-2220A Truss J7 Truss Type Jack-Closed Qty 7 Ply 1 WF68 Job Reference (optional) I41106394 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:OTr0Oj00hk42g2?HXT3F8FzMw07-9yn9Hw3_dc2c8yQJtNz2KEyxhEA_qxz23LsYHCzMWzh Scale = 1:14.9 1 2 3 4 2x4 2x4 3x6 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-8-02-4-010.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-1], [2:0-0-1,0-2-14] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.04 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: 9 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 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, 2=0-3-8 Max Horz 2=87(LC 12) Max Uplift 4=-54(LC 12), 2=-10(LC 12) Max Grav 4=76(LC 19), 2=152(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) 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) 2. 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 20-2220A Truss J8 Truss Type Jack-Closed Qty 1 Ply 1 WF68 Job Reference (optional) I41106395 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:OTr0Oj00hk42g2?HXT3F8FzMw07-d8LXUF4cOvATl6?WR4UHtRV6VdWRZODBI?b5pezMWzg Scale = 1:14.4 1 2 3 5 4 3x6 2x4 2x4 2-6-02-5-11 -1-3-10 1-3-10 2-6-0 2-6-0 0-8-02-3-37.68 12 Plate Offsets (X,Y)-- [2:0-3-8,0-1-8] 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-R 0.12 0.03 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: 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 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=0-3-15, 4=Mechanical Max Horz 5=67(LC 12) Max Uplift 5=-29(LC 12), 4=-31(LC 12) Max Grav 5=204(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 Corner(3) 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) 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 20-2220A Truss J9 Truss Type Jack-Closed Qty 2 Ply 1 WF68 Job Reference (optional) I41106396 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:21:50 2020 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:OTr0Oj00hk42g2?HXT3F8FzMw07-OmH609THuNT8g_kEPqkn2jRqv0GSDrieQxy35UzMT2F Scale = 1:39.7 1 2 4 3 5 6 7 8 4x9 3x5 2x4 6-0-06-0-0 6-0-0 6-0-0 0-10-06-10-012.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [3:0-1-12,0-1-0], [4:0-0-0,0-1-12] 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-R 0.56 0.32 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.15 0.00 (loc) 3-4 3-4 3 l/defl >999 >443 n/a L/d 240 180 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=303/0-3-8, 3=242/Mechanical Max Horz 4=166(LC 12) Max Uplift 3=-151(LC 12) Max Grav 4=304(LC 21), 3=325(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-264/0 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 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, with BCDL = 10.0psf. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 3. 6) 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 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7) 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: 2-6=-60, 3-4=-20 Trapezoidal Loads (plf) Vert: 1=-115-to-6=-100 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-6=-50, 4-8=-20, 3-8=-50 Trapezoidal Loads (plf) Vert: 1=-100-to-6=-85 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2-6=-20, 3-4=-40 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 20-2220A Truss J9 Truss Type Jack-Closed Qty 2 Ply 1 WF68 Job Reference (optional) I41106396 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:21:50 2020 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:OTr0Oj00hk42g2?HXT3F8FzMw07-OmH609THuNT8g_kEPqkn2jRqv0GSDrieQxy35UzMT2F LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 1=-65-to-6=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 6-7=25, 2-7=20, 3-4=-6 Horz: 1-4=20, 1-7=-33, 2-7=-28 Trapezoidal Loads (plf) Vert: 1=19-to-6=34 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-6=25, 3-4=-6 Horz: 1-4=-31, 1-5=-28, 2-5=-33 Trapezoidal Loads (plf) Vert: 1=14-to-5=26, 5=31-to-6=34 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-6=-46, 3-4=-20 Horz: 1-4=-22, 1-2=26 Trapezoidal Loads (plf) Vert: 1=-94-to-6=-79 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-6=-46, 3-4=-20 Horz: 1-4=28, 1-2=26 Trapezoidal Loads (plf) Vert: 1=-95-to-6=-80 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-6=-11, 3-4=-6 Horz: 1-4=12, 1-2=2 Trapezoidal Loads (plf) Vert: 1=-31-to-6=-16 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-6=9, 3-4=-6 Horz: 1-4=-16, 1-2=-17 Trapezoidal Loads (plf) Vert: 1=-5-to-6=10 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-6=-31, 3-4=-20 Horz: 1-4=21, 1-2=11 Trapezoidal Loads (plf) Vert: 1=-76-to-6=-61 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-6=-12, 3-4=-20 Horz: 1-4=-7, 1-2=-8 Trapezoidal Loads (plf) Vert: 1=-49-to-6=-34 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-6=22, 3-4=-6 Horz: 1-4=10, 1-2=-30 Trapezoidal Loads (plf) Vert: 1=15-to-6=30 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-6=9, 3-4=-6 Horz: 1-4=-15, 1-2=-17 Trapezoidal Loads (plf) Vert: 1=-5-to-6=10 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-6=22, 3-4=-6 Horz: 1-4=10, 1-2=-30 Trapezoidal Loads (plf) Vert: 1=15-to-6=30 15) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-6=9, 3-4=-6 Horz: 1-4=-15, 1-2=-17 Trapezoidal Loads (plf) Vert: 1=-5-to-6=10 16) Dead + 0.6 MWFRS Wind (Neg. 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 20-2220A Truss J9 Truss Type Jack-Closed Qty 2 Ply 1 WF68 Job Reference (optional) I41106396 8.330 s Jan 22 2020 MiTek Industries, Inc. Mon Apr 27 16:21:50 2020 Page 3 Timberland Lumber Company, Brazil, IN 47834 ID:OTr0Oj00hk42g2?HXT3F8FzMw07-OmH609THuNT8g_kEPqkn2jRqv0GSDrieQxy35UzMT2F LOAD CASE(S) Standard Uniform Loads (plf) Vert: 2-6=2, 3-4=-20 Horz: 1-4=19, 1-2=-22 Trapezoidal Loads (plf) Vert: 1=-43-to-6=-28 17) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 2-6=-12, 3-4=-20 Horz: 1-4=-6, 1-2=-8 Trapezoidal Loads (plf) Vert: 1=-49-to-6=-34 18) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 2-6=-20, 4-8=-20, 3-8=-60 Trapezoidal Loads (plf) Vert: 1=-55-to-6=-40 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: 2-6=-58, 4-8=-20, 3-8=-50 Horz: 1-4=16, 1-2=8 Trapezoidal Loads (plf) Vert: 1=-116-to-6=-101 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: 2-6=-44, 4-8=-20, 3-8=-50 Horz: 1-4=-5, 1-2=-6 Trapezoidal Loads (plf) Vert: 1=-95-to-6=-80 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: 2-6=-34, 4-8=-20, 3-8=-50 Horz: 1-4=14, 1-2=-16 Trapezoidal Loads (plf) Vert: 1=-91-to-6=-76 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: 2-6=-44, 4-8=-20, 3-8=-50 Horz: 1-4=-5, 1-2=-6 Trapezoidal Loads (plf) Vert: 1=-95-to-6=-80 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 20-2220A Truss J10 Truss Type Jack-Closed Qty 1 Ply 1 WF68 Job Reference (optional) I41106397 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:OTr0Oj00hk42g2?HXT3F8FzMw07-vDklOryLkrwuZZEbr_JxTK5OXb59Dtmj?RAZTDzMWzq Scale = 1:30.3 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 3-8-05-4-010.00 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 0.09 0.03 0.06 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: 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 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=-94(LC 10) Max Uplift 5=-38(LC 10), 4=-137(LC 9) Max Grav 5=173(LC 20), 4=155(LC 10) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-242/290 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) except (jt=lb) 4=137. 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 20-2220A Truss J11 Truss Type JACK-CLOSED Qty 2 Ply 1 WF68 Job Reference (optional) I41106398 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:OTr0Oj00hk42g2?HXT3F8FzMw07-OPI7bAzzV82lAjpnPhqA?Yda8?RLyK_tE5w7?gzMWzp Scale = 1:17.3 1 2 4 3 3x10 2x4 2x4 2-0-02-0-0 2-0-0 2-0-0 0-10-02-10-012.00 12 Plate Offsets (X,Y)-- [1:0-1-12,0-1-12], [1:0-5-0,0-0-12], [4:0-0-0,0-1-12] 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-R 0.04 0.03 0.00 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: 9 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)3=Mechanical, 4=0-3-8 Max Horz 4=52(LC 12) Max Uplift 3=-58(LC 12) Max Grav 3=79(LC 19), 4=70(LC 21) 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) 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 20-2220A Truss J12 Truss Type Jack-Closed Qty 1 Ply 1 WF68 Job Reference (optional) I41106399 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:OTr0Oj00hk42g2?HXT3F8FzMw07-sbsWpW_bGSAcotOzzOLPYlAjjPnahnE0SlfgX6zMWzo Scale = 1:13.6 1 2 3 5 4 3x10 2x4 2x4 2-0-01-11-5 -1-6-12 1-6-12 2-0-0 2-0-0 0-10-02-1-67.68 12 Plate Offsets (X,Y)-- [2:0-5-10,0-1-8] 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-R 0.18 0.03 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 9 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 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-4-1 Max Horz 5=61(LC 12) Max Uplift 4=-22(LC 12), 5=-35(LC 12) Max Grav 4=34(LC 3), 5=222(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) 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 20-2220A Truss J13 Truss Type Jack-Closed Qty 1 Ply 1 WF68 Job Reference (optional) I41106400 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:OTr0Oj00hk42g2?HXT3F8FzMw07-sbsWpW_bGSAcotOzzOLPYlAlAPnnhnE0SlfgX6zMWzo Scale = 1:14.5 1 2 4 3 3x10 2x4 2x4 1-5-81-5-8 1-5-8 1-5-8 0-10-02-3-812.00 12 Plate Offsets (X,Y)-- [1:0-5-0,0-0-12], [1:0-1-12,0-1-12], [4:0-0-0,0-1-12] 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-R 0.02 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 4 4 3 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 1-5-8 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=35(LC 12) Max Uplift 3=-46(LC 12) Max Grav 4=51(LC 21), 3=56(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) 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 20-2220A Truss J14 Truss Type Jack-Closed Qty 2 Ply 1 WF68 Job Reference (optional) I41106401 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:32 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-KoQu0s_D1mISQ1z9X6se5zjvsp71QEU9hPPD4YzMWzn Scale = 1:13.5 1 2 3 5 4 3x10 2x4 2x4 1-2-121-2-11 -1-0-7 1-0-7 1-2-12 1-2-12 0-10-02-0-511.62 12 Plate Offsets (X,Y)-- [2:0-5-12,0-1-8] 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-R 0.09 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 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 1-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-3-7, 4=Mechanical Max Horz 5=57(LC 12) Max Uplift 5=-8(LC 12), 4=-28(LC 12) Max Grav 5=153(LC 1), 4=16(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 ;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 20-2220A Truss J15 Truss Type Jack-Closed Qty 2 Ply 1 WF68 Job Reference (optional) I41106402 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:OTr0Oj00hk42g2?HXT3F8FzMw07-o__GEC?ro3QJ1BXM4pNtdAF4WDTG9gkJw38nc?zMWzm Scale = 1:13.2 1 2 3 5 4 3x6 2x4 2x4 1-5-91-5-7 -1-1-1 1-1-1 1-5-9 1-5-9 0-8-141-11-1010.09 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-8] 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-R 0.09 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 5 4 l/defl >999 >999 n/a L/d 240 180 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 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)5=0-3-8, 4=Mechanical Max Horz 5=57(LC 12) Max Uplift 5=-16(LC 12), 4=-24(LC 12) Max Grav 5=160(LC 1), 4=22(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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 ;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 20-2220A Truss J16 Truss Type JACK-CLOSED Qty 1 Ply 1 WF68 Job Reference (optional) I41106403 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:OTr0Oj00hk42g2?HXT3F8FzMw07-o__GEC?ro3QJ1BXM4pNtdAF3DDT19gkJw38nc?zMWzm Scale = 1:14.0 1 2 3 5 4 3x10 2x4 2x4 2-1-92-1-2 -1-6-12 1-6-12 2-1-9 2-1-9 0-10-02-2-67.68 12 Plate Offsets (X,Y)-- [2:0-5-10,0-1-8] 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-R 0.18 0.03 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: 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 2-1-9 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=74(LC 12) Max Uplift 5=-36(LC 12), 4=-40(LC 12) Max Grav 5=224(LC 1), 4=49(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; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) 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) 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 20-2220A Truss J17 Truss Type JACK-CLOSED Qty 2 Ply 1 WF68 Job Reference (optional) I41106404 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:OTr0Oj00hk42g2?HXT3F8FzMw07-GAYeRY0TZNYAfK6YeXu6AOoFRco5u7_S8juK8RzMWzl Scale = 1:17.7 1 2 3 5 4 2x4 2x4 3x10 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-10-02-10-012.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-0-12], [2:0-1-12,0-1-12], [5:0-0-0,0-1-12] 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-R 0.08 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 5 5 4 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 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=96(LC 12) Max Uplift 4=-73(LC 12) Max Grav 4=76(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; Pr. 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 20-2220A Truss J18 Truss Type Jack-Closed Qty 2 Ply 1 WF68 Job Reference (optional) I41106405 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:OTr0Oj00hk42g2?HXT3F8FzMw07-GAYeRY0TZNYAfK6YeXu6AOoEPco8u7_S8juK8RzMWzl Scale = 1:16.9 1 2 3 5 4 3x10 2x4 2x4 2-8-72-8-7 -1-5-0 1-5-0 2-8-7 2-8-7 0-10-02-8-158.49 12 Plate Offsets (X,Y)-- [2:0-5-11,0-1-8] 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-R 0.15 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 4-5 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 2-8-7 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=80(LC 12) Max Uplift 5=-23(LC 12), 4=-42(LC 12) Max Grav 5=220(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 Corner(3) 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) 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 20-2220A Truss P1 Truss Type PIGGYBACK Qty 1 Ply 1 WF68 Job Reference (optional) I41106406 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:OTr0Oj00hk42g2?HXT3F8FzMw07-5Kvvib5E9DIKNFai?n?WPf2Gc1rWIrvLXfLfM5zMWzf Scale = 1:22.6 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 13-2-613-2-6 2-11-14 2-11-14 10-2-9 7-2-11 13-2-6 2-11-13 0-4-132-5-140-1-80-4-130-1-82-4-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [6:0-2-0,0-1-13], [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 0.10 0.04 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: 36 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-11-4. (lb) - Max Horz 2=-45(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 10 except 11=342(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-257/102 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 7-2-12, Interior(1) 7-2-12 to 10-2-9, Exterior(2) 10-2-9 to 12-11-10 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) 2, 8, 11, 12, 10. 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 20-2220A Truss P2 Truss Type PIGGYBACK Qty 1 Ply 1 WF68 Job Reference (optional) I41106407 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:OTr0Oj00hk42g2?HXT3F8FzMw07-K3yJbgCu1_R2yemR0AgdHYwpVfvavwBgbY0dA3zMWzW Scale = 1:27.1 12 3 4 5 6 7 8 9 12 11 10 13 14 15 16 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 13-2-613-2-6 5-2-4 5-2-4 8-0-2 2-9-14 13-2-6 5-2-4 0-4-134-3-140-1-80-4-130-1-84-2-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [6:0-2-0,0-1-13], [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 0.09 0.11 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: 40 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 11-11-4. (lb) - Max Horz 2=-81(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11 except 12=-109(LC 12), 10=-108(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 8, 11 except 12=256(LC 19), 10=255(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 5-2-4, Exterior(2) 5-2-4 to 12-3-1, Interior(1) 12-3-1 to 12-11-10 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) 2, 8, 11 except (jt=lb) 12=109, 10=108. 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 20-2220A Truss P3 Truss Type PIGGYBACK Qty 3 Ply 1 WF68 Job Reference (optional) I41106408 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:OTr0Oj00hk42g2?HXT3F8FzMw07-oFVho0CWoIZvaoLdauBspmSzM3FteMppqCmAiWzMWzV Scale = 1:35.1 1 2 3 4 5 6 7 10 9 8 11 12 13 14 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 13-2-613-2-6 6-7-3 6-7-3 13-2-6 6-7-3 0-4-135-6-00-1-80-4-130-1-810.00 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 0.15 0.10 0.07 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 42 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 11-11-4. (lb) - Max Horz 2=103(LC 11) 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=307(LC 19), 8=306(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 6-7-3, Exterior(2) 6-7-3 to 9-7-3, Interior(1) 9-7-3 to 12-11-10 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) 2, 6 except (jt=lb) 10=144, 8=143. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 20-2220A Truss P4 Truss Type PIGGYBACK Qty 1 Ply 1 WF68 Job Reference (optional) I41106409 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:OTr0Oj00hk42g2?HXT3F8FzMw07-GS33?MD8ZbhmByvp8bi5Mz?8tTblNpQy3sVkFyzMWzU Scale = 1:45.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 20 19 18 17 16 15 21 22 23 3x4 3x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 25-9-1325-9-13 4-2-4 4-2-4 19-10-2 15-7-14 21-10-2 2-0-0 23-7-9 1-9-6 25-9-13 2-2-4 0-4-133-4-61-8-63-5-140-1-80-4-130-1-83-4-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-2-0,0-1-13], [9:0-2-0,0-1-13], [12:0-2-8,0-2-4], [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 0.16 0.13 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 14 14 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 75 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.): 3-9, 11-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-6-11. (lb) - Max Horz 2=-65(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 19, 20, 16, 15, 13 Max Grav All reactions 250 lb or less at joint(s) 2, 13 except 17=332(LC 1), 19=329(LC 24), 20=326(LC 23), 16=303(LC 23), 15=360(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-19=-253/102, 10-15=-254/94 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 3-2-12, Interior(1) 3-2-12 to 4-2-4, Exterior(2) 4-2-4 to 7-2-4, Interior(1) 7-2-4 to 19-10-2, Exterior(2) 19-10-2 to 21-10-2, Interior(1) 21-10-2 to 23-7-9, Exterior(2) 23-7-9 to 25-7-1 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 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) 2, 17, 19, 20, 16, 15, 13. 7) Non Standard bearing condition. Review required. 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 20-2220A Truss P5 Truss Type PIGGYBACK Qty 1 Ply 1 WF68 Job Reference (optional) I41106410 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:OTr0Oj00hk42g2?HXT3F8FzMw07-kedSDiEmKvpdp5U?iJDKuBYJCtwf6Fv6HWFHnOzMWzT Scale = 1:45.4 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 20 21 22 23 3x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 25-9-1325-9-13 6-1-1 6-1-1 17-11-6 11-10-5 19-11-6 2-0-0 21-8-12 1-9-6 25-9-13 4-1-1 0-4-134-11-63-3-65-0-140-1-80-4-130-1-84-11-610.00 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], [11:0-2-0,0-1-13], [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 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 84 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, 9-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 24-6-11. (lb) - Max Horz 2=-95(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 18, 15, 12 except 19=-129(LC 12), 14=-132(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 16=420(LC 25), 18=389(LC 26), 19=423(LC 19), 15=313(LC 2), 14=365(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-16=-253/95, 3-19=-259/144, 10-14=-262/149 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 6-1-1, Exterior(2) 6-1-1 to 8-10-14, Interior(1) 8-10-14 to 17-11-6, Exterior(2) 17-11-6 to 19-11-6, Interior(1) 19-11-6 to 21-8-12, Exterior(2) 21-8-12 to 24-8-12, Interior(1) 24-8-12 to 25-7-1 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 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) 2, 16, 18, 15, 12 except (jt=lb) 19=129, 14=132. 7) Non Standard bearing condition. Review required. 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 20-2220A Truss P6 Truss Type PIGGYBACK Qty 1 Ply 1 WF68 Job Reference (optional) I41106411 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:OTr0Oj00hk42g2?HXT3F8FzMw07-CqBqQ2FO5DxURF3CF0kZRO4TjHGwrgXFWA_rJqzMWzS Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 1112 18 17 16 15 14 13 19 20 21 22 23 24 25 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 4x6 3x4 25-9-1325-9-13 8-5-14 8-5-14 15-6-9 7-0-11 19-1-2 3-6-9 20-10-9 1-9-6 25-9-13 4-11-4 0-4-136-11-63-11-147-0-140-1-80-4-130-1-86-11-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [7:0-2-0,0-1-13], [10:0-4-0,0-1-12], [11:0-2-1,0-1-8] 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 0.15 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 0.01 0.01 (loc) 12 12 11 l/defl n/r n/r n/a L/d 120 120 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 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, 9-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 24-6-11. (lb) - Max Horz 2=-134(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 17, 14 except 18=-182(LC 12), 13=-160(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 15=423(LC 26), 17=392(LC 2), 18=463(LC 19), 14=341(LC 20), 13=364(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-15=-258/93, 3-18=-298/198, 10-13=-255/174 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 8-5-14, Exterior(2) 8-5-14 to 11-5-14, Interior(1) 11-5-14 to 15-6-9, Exterior(2) 15-6-9 to 18-6-9, Interior(1) 18-6-9 to 20-10-9, Exterior(2) 20-10-9 to 23-10-9, Interior(1) 23-10-9 to 25-7-1 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 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) 2, 15, 17, 14 except (jt=lb) 18=182, 13=160. 7) Non Standard bearing condition. Review required. 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 20-2220A Truss P7 Truss Type PIGGYBACK Qty 1 Ply 1 WF68 Job Reference (optional) I41106412 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:54 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-h1lCeOF0sW3L2PeOpkFo_cdfigb2a86PlqkOrHzMWzR Scale = 1:52.9 1 2 3 4 5 67 8 9 10 11 12 13 19 18 17 16 15 14 20 21 22 3x4 4x6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 25-9-1325-9-13 10-10-10 10-10-10 13-1-12 2-3-2 21-5-15 8-4-3 23-3-5 1-9-6 25-9-13 2-6-8 0-4-138-11-61-11-149-0-140-1-80-4-130-1-88-11-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-8,0-2-4], [6:0-1-12,0-0-0], [7:0-4-4,0-2-0], [7:0-0-0,0-1-12], [11:0-2-8,0-2-4], [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 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 13 13 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 95 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, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-16 REACTIONS.All bearings 24-6-11. (lb) - Max Horz 2=-173(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 12 except 19=-190(LC 12), 15=-160(LC 13), 14=-124(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 16=337(LC 22), 18=412(LC 19), 19=460(LC 19), 15=406(LC 20), 14=399(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-261/140 WEBS 3-19=-297/207, 8-15=-272/187, 9-14=-301/135 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 10-10-10, Exterior(2) 10-10-10 to 16-1-12, Interior(1) 16-1-12 to 23-3-5, Exterior(2) 23-3-5 to 25-7-1 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 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) 2, 18, 12 except (jt=lb) 19=190, 15=160, 14=124. 7) Non Standard bearing condition. Review required. 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 20-2220A Truss P9 Truss Type PIGGYBACK Qty 8 Ply 1 WF68 Job Reference (optional) I41106413 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:55 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-9DJarkGedqBCgZDaNRm1WpAqt4xTJbKYzUTxOjzMWzQ Scale = 1:65.1 1 2 3 4 5 6 7 89 15 14 13 12 11 10 16 17 18 19 20 21 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-0-624-0-6 12-0-3 12-0-3 24-0-6 12-0-3 0-4-139-10-1010-0-30-1-80-4-130-1-810.00 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 0.16 0.14 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 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 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. WEBS 1 Row at midpt 5-13 REACTIONS.All bearings 22-9-4. (lb) - Max Horz 2=-190(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 14=-159(LC 12), 15=-151(LC 12), 11=-159(LC 13), 10=-151(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 13=386(LC 22), 14=476(LC 19), 15=367(LC 19), 11=476(LC 20), 10=366(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-275/185, 6-11=-275/184 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) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 12-0-3, Exterior(2) 12-0-3 to 15-0-3, Interior(1) 15-0-3 to 23-9-10 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8 except (jt=lb) 14=159, 15=151, 11=159, 10=151. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 20-2220A Truss P10 Truss Type PIGGYBACK Qty 2 Ply 1 WF68 Job Reference (optional) I41106414 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:OTr0Oj00hk42g2?HXT3F8FzMw07-ZXTHvx5swXQB?P9uYVWlysaRLR9B1GrUlJ4CuXzMWze Scale = 1:60.8 1 2 3 4 5 6 7 89 15 14 13 12 11 10 16 17 18 19 20 21 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 23-10-1423-10-14 12-0-3 12-0-3 23-10-14 11-10-11 0-4-139-10-1010-0-30-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [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 0.14 0.18 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 9 9 8 l/defl n/r n/r n/a L/d 120 120 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 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. WEBS 1 Row at midpt 5-12 REACTIONS.All bearings 22-9-4. (lb) - Max Horz 2=190(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 8 except 14=-161(LC 12), 15=-149(LC 12), 11=-156(LC 13), 10=-153(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 12=385(LC 22), 14=479(LC 19), 15=361(LC 19), 11=473(LC 20), 10=373(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-14=-279/187, 6-11=-271/182, 7-10=-252/170 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 12-0-3, Exterior(2) 12-0-3 to 15-0-3, Interior(1) 15-0-3 to 23-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8 except (jt=lb) 14=161, 15=149, 11=156, 10=153. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 20-2220A Truss P12 Truss Type PIGGYBACK Qty 1 Ply 1 WF68 Job Reference (optional) I41106415 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:OTr0Oj00hk42g2?HXT3F8FzMw07-1j1g6H6VgqY2cZj46C1_V47corW6mkte_zqlQzzMWzd Scale = 1:36.3 1 2 3 4 5 6 7 8 9 10 14 13 12 11 15 16 17 3x4 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 16-9-1016-9-10 3-2-4 3-2-4 6-9-7 3-7-3 10-2-6 3-4-15 16-9-10 6-7-4 0-4-132-7-145-6-00-1-80-4-130-1-82-6-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [9:0-2-1,0-1-8] 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) 9 9 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-6-7. (lb) - Max Horz 2=-103(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 9, 14 except 13=-105(LC 12), 11=-143(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 9, 12, 14 except 13=371(LC 23), 11=307(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-13=-289/130 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 6-2-6, Interior(1) 6-2-6 to 10-2-6, Exterior(2) 10-2-6 to 13-2-6, Interior(1) 13-2-6 to 16-6-14 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 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 9, 14 except (jt=lb) 13=105, 11=143. 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 20-2220A Truss P13 Truss Type PIGGYBACK Qty 1 Ply 1 WF68 Job Reference (optional) I41106416 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:OTr0Oj00hk42g2?HXT3F8FzMw07-Vva2Kd77R8hvEjIHgwZD1HgnUFs2VBVnDdZJzQzMWzc Scale = 1:36.3 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 3x4 3x4 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 16-9-1016-9-10 5-7-1 5-7-1 9-2-4 3-7-3 10-2-6 1-0-2 16-9-10 6-7-4 0-4-134-6-65-4-85-6-00-1-80-4-130-1-84-6-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [9:0-2-1,0-1-8] 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 0.12 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 9 9 9 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 55 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 15-6-7. (lb) - Max Horz 2=-103(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 14, 9 except 15=-127(LC 12), 11=-141(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 9 except 12=363(LC 20), 14=389(LC 25), 15=267(LC 19), 11=292(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-14=-287/123 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 5-7-1, Exterior(2) 5-7-1 to 8-7-1, Interior(1) 8-7-1 to 10-2-6, Exterior(2) 10-2-6 to 13-2-6, Interior(1) 13-2-6 to 16-6-14 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 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, 12, 14, 9 except (jt=lb) 15=127, 11=141. 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 20-2220A Truss P14 Truss Type PIGGYBACK Qty 1 Ply 1 WF68 Job Reference (optional) I41106417 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:OTr0Oj00hk42g2?HXT3F8FzMw07-z68QXz8lCSplsttTEd4SaVCxXeBiEerwSHJsVszMWzb Scale = 1:45.0 1 2 3 4 5 67 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 3x4 4x6 3x4 3x4 3x4 2x4 2x4 4x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 23-10-1423-10-14 7-11-14 7-11-14 8-9-12 0-9-14 11-9-2 2-11-6 18-11-15 7-2-13 23-10-14 4-10-15 0-4-136-6-64-0-146-7-140-1-80-4-130-1-86-6-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-12], [5:0-2-0,0-1-13], [6:0-3-0,0-2-4], [6:0-0-0,0-1-12], [7:0-1-12,0-0-0], [9:0-2-0,0-1-13], [11:0-2-1,0-1-8] 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 0.15 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 12 12 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 80 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.): 4-5, 6-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 22-9-4. (lb) - Max Horz 2=126(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 14 except 15=-102(LC 13), 18=-169(LC 12), 13=-120(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 15=373(LC 26), 17=364(LC 19), 18=383(LC 19), 14=310(LC 1), 13=285(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-15=-293/125, 3-18=-271/187 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 7-11-14, Exterior(2) 7-11-14 to 11-9-2, Interior(1) 11-9-2 to 18-11-15, Exterior(2) 18-11-15 to 21-11-15, Interior(1) 21-11-15 to 23-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 2, 17, 14 except (jt=lb) 15=102, 18=169, 13=120. 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 20-2220A Truss P15 Truss Type PIGGYBACK Qty 1 Ply 1 WF68 Job Reference (optional) I41106418 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:OTr0Oj00hk42g2?HXT3F8FzMw07-RIiolJ8NzlxcT1SfnLbh6il6z2X4z4I4gx2Q1IzMWza Scale = 1:51.7 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 4x4 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 23-10-1423-10-14 8-4-13 8-4-13 9-4-6 0-11-9 16-7-2 7-2-13 23-10-14 7-3-12 0-4-96-10-86-0-147-0-00-1-80-1-86-0-1410.00 12 Plate Offsets (X,Y)-- [8:0-2-0,0-1-13] 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 0.14 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 0.00 0.00 (loc) 1 1 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 85 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.): 5-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 23-3-1. (lb) - Max Horz 2=130(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 15, 12 except 16=-172(LC 12), 11=-156(LC 13) Max Grav All reactions 250 lb or less at joint(s) 10, 2 except 13=382(LC 26), 15=377(LC 19), 16=423(LC 19), 12=415(LC 26), 11=385(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-16=-286/190, 7-12=-253/79, 9-11=-266/175 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 8-4-13, Exterior(2) 8-4-13 to 9-4-6, Interior(1) 9-4-6 to 16-7-2, Exterior(2) 16-7-2 to 19-7-2, Interior(1) 19-7-2 to 23-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 2, 13, 15, 12 except (jt=lb) 16=172, 11=156. 7) Non Standard bearing condition. Review required. 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 20-2220A Truss P16 Truss Type PIGGYBACK Qty 1 Ply 1 WF68 Job Reference (optional) I41106419 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:OTr0Oj00hk42g2?HXT3F8FzMw07-wUGAyf9?k33T5A1sL26wfwIHOStJiX3DvbozZkzMWzZ Scale = 1:48.7 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 23-10-1423-10-14 9-10-1 9-10-1 14-2-6 4-4-5 23-10-14 9-8-8 0-4-138-0-148-2-60-1-80-4-130-1-88-0-1410.00 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], [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 0.15 0.14 0.19 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.01 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 88 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 22-9-4. (lb) - Max Horz 2=155(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 14, 10 except 16=-115(LC 12), 17=-160(LC 12), 13=-107(LC 13), 12=-165(LC 13) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=344(LC 2), 16=428(LC 19), 17=372(LC 19), 13=419(LC 20), 12=384(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-17=-257/178, 9-12=-263/182 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 9-10-1, Exterior(2) 9-10-1 to 18-5-4, Interior(1) 18-5-4 to 23-8-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 2, 14, 10 except (jt=lb) 16=115, 17=160, 13=107, 12=165. 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 20-2220A Truss P17 Truss Type PIGGYBACK Qty 1 Ply 1 WF68 Job Reference (optional) I41106420 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:OTr0Oj00hk42g2?HXT3F8FzMw07-OgqZA_AdVNBKjKc2vmd9B7qSksDDR0gN8FXW6BzMWzY Scale = 1:22.6 1 2 3 4 5 6 7 8 9 12 11 10 13 14 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 13-2-613-2-6 1-11-14 1-11-14 11-2-9 9-2-11 13-2-6 1-11-13 0-4-131-7-140-1-80-4-130-1-81-6-610.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-2-0,0-1-13], [7:0-2-0,0-1-13], [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: 33 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.): 3-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 11-11-4. (lb) - Max Horz 2=-29(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 8, 11, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 8 except 11=341(LC 24), 12=290(LC 23), 10=290(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-11=-256/96 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 6-2-12, Interior(1) 6-2-12 to 11-2-9, Exterior(2) 11-2-9 to 12-11-10 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) 2, 8, 11, 12, 10. 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 20-2220A Truss P18 Truss Type PIGGYBACK Qty 6 Ply 1 WF68 Job Reference (optional) I41106421 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:OTr0Oj00hk42g2?HXT3F8FzMw07-stOxNKBFGgJBKUBETT8OkLNe0GaKATFWMuH4edzMWzX Scale = 1:19.6 12 3 4 5 6 4x4 2x4 2x4 2x4 5-8-05-8-0 2-10-0 2-10-0 5-8-0 2-10-0 0-5-32-10-00-1-80-5-30-1-812.00 12 Plate Offsets (X,Y)-- [2:0-2-6,0-1-0], [4:0-2-6,0-1-0] 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 0.07 0.04 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 5 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 17 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 5-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=4-6-10, 4=4-6-10, 6=4-6-10 Max Horz 2=-51(LC 10) Max Uplift 2=-29(LC 13), 4=-33(LC 13) Max Grav 2=132(LC 1), 4=132(LC 1), 6=143(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) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 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 20-2220A Truss T1 Truss Type Piggyback Base Qty 1 Ply 1 WF68 Job Reference (optional) I41106422 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:56 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-dPty33HHN8J3Ijonx9IG31is4U4d2_thC8DVw9zMWzP Scale = 1:68.1 12 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 23 24 25 26 27 28 3x6 6x8 6x8 3x6 4x8 4x8 3x4 2x4 3x10 2x4 3x4 2x4 4x8 4x8 9-6-19-6-1 19-0-09-5-15 28-5-159-5-15 38-0-09-6-1 -1-0-0 1-0-0 6-2-7 6-2-7 12-4-13 6-2-6 19-0-0 6-7-3 25-7-3 6-7-3 31-9-9 6-2-6 38-0-0 6-2-7 39-0-0 1-0-0 0-8-011-0-00-8-011-0-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [5:0-6-4,0-2-0], [7:0-6-4,0-2-0], [10:0-0-0,0-0-1], [10:0-0-1,0-2-14], [10:Edge,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.98 0.42 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.64 0.12 (loc) 14-16 2-16 10 l/defl >999 >702 n/a L/d 240 180 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except 2-0-0 oc purlins (4-4-14 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=217(LC 11) Max Uplift 2=-187(LC 12), 10=-187(LC 13) Max Grav 2=1640(LC 2), 10=1640(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2095/327, 3-5=-1945/387, 5-6=-1475/346, 6-7=-1475/346, 7-9=-1945/387, 9-10=-2095/327 BOT CHORD 2-16=-243/1567, 14-16=-177/1275, 12-14=-90/1259, 10-12=-162/1509 WEBS 3-16=-288/230, 5-16=-145/637, 5-14=-149/486, 6-14=-445/169, 7-14=-149/486, 7-12=-145/637, 9-12=-288/230 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 2-9-10, Interior(1) 2-9-10 to 12-4-13, Exterior(2) 12-4-13 to 17-9-5, Interior(1) 17-9-5 to 25-7-3, Exterior(2) 25-7-3 to 30-11-11, Interior(1) 30-11-11 to 39-0-0 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) 2 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 20-2220A Truss T2 Truss Type Piggyback Base Qty 2 Ply 1 WF68 Job Reference (optional) I41106423 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:01 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-zNgr6nLPCgyLOUgkjitRm4PeRVo?jEvRMQwGbNzMWzK Scale = 1:78.1 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 15 14 13 17 16 2425 26 27 28 29 30 31 3233 5x6 3x6 5x6 3x10 4x6 4x8 4x8 4x6 2x4 3x10 2x4 3x4 3x4 3x4 3x4 3x4 3x10 2x4 2x4 3x4 6x8 WB 4x8 8-9-108-9-10 17-2-68-4-12 25-0-07-9-10 25-9-80-9-8 30-1-84-4-0 34-7-64-5-14 43-1-88-6-2 -1-0-0 1-0-0 4-4-13 4-4-13 8-9-10 4-4-12 15-0-0 6-2-6 21-6-0 6-6-0 25-9-8 4-3-8 28-6-1 2-8-9 30-1-8 1-7-7 34-7-6 4-5-14 38-8-11 4-1-5 43-1-8 4-4-13 0-8-08-0-011-0-00-10-1511-0-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [4:0-3-0,0-2-1], [9:0-3-0,0-2-1], [12:0-6-6,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 0.99 0.90 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.37 -0.74 0.16 (loc) 14-18 14-18 12 l/defl >999 >695 n/a L/d 240 180 n/a PLATES MT20 Weight: 231 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 2-22,12-15,15-20: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -x 2-11-5 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-3-5 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 9-0-15 oc bracing. WEBS 1 Row at midpt 5-23, 6-21, 6-19, 8-13 REACTIONS. (size)12=Mechanical, 2=0-3-8 Max Horz 2=155(LC 9) Max Uplift 12=-199(LC 8), 2=-203(LC 9) Max Grav 12=1753(LC 2), 2=1789(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2328/391, 3-4=-2193/399, 4-5=-1645/348, 5-6=-2448/455, 6-8=-2539/461, 8-9=-1675/344, 9-10=-2189/403, 10-12=-2349/392 BOT CHORD 2-23=-334/1661, 21-23=-403/2303, 19-21=-424/2583, 18-19=-352/2317, 14-18=-352/2317, 13-14=-352/2317, 12-13=-215/1635 WEBS 4-23=-155/1107, 5-23=-1102/260, 5-21=-57/556, 6-21=-305/114, 8-19=-59/564, 8-13=-1086/266, 9-13=-158/1105 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 3-3-12, Interior(1) 3-3-12 to 8-9-10, Exterior(2) 8-9-10 to 15-0-0, Interior(1) 15-0-0 to 34-7-6, Exterior(2) 34-7-6 to 40-8-9, Interior(1) 40-8-9 to 43-1-8 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) 12=199. 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) 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 20-2220A Truss T3 Truss Type Piggyback Base Qty 1 Ply 1 WF68 Job Reference (optional) I41106424 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:02 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-SZEEJ7M1z_4C0eFwHPOgIIytmv8hSh5aa4gp7pzMWzJ Scale = 1:79.4 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 15 14 13 17 16 24 25 26 2728 29 30 31 32 33 3435 5x6 3x6 5x6 4x8 4x6 2x4 3x10 2x4 3x4 3x4 3x4 3x4 3x4 3x10 2x4 4x8 3x4 2x4 3x4 5x8 WB 4x8 8-9-108-9-10 16-3-147-6-4 25-4-09-0-2 25-9-80-5-8 30-1-84-4-0 34-7-64-5-14 43-5-08-9-10 -1-0-0 1-0-0 4-4-13 4-4-13 8-9-10 4-4-12 15-0-0 6-2-6 21-6-0 6-6-0 25-9-8 4-3-8 28-10-6 3-0-14 30-1-8 1-3-2 34-7-6 4-5-14 39-0-3 4-4-12 43-5-0 4-4-13 44-5-0 1-0-0 0-8-08-0-011-0-00-8-011-0-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [4:0-3-0,0-2-1], [9:0-4-4,0-2-0], [11:0-0-0,0-0-1], [11:0-0-1,0-2-14], [11:Edge,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.76 0.94 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.32 -0.69 0.17 (loc) 14 19-21 11 l/defl >999 >750 n/a L/d 240 180 n/a PLATES MT20 Weight: 228 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SP 2400F 2.0E *Except* 16-17,20-22: 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins, except 2-0-0 oc purlins (3-1-12 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-4-4 oc bracing: 21-23 2-2-0 oc bracing: 19-21. WEBS 1 Row at midpt 5-23, 6-21, 6-19, 8-13 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=158(LC 11) Max Uplift 2=-204(LC 9), 11=-204(LC 8) Max Grav 2=1794(LC 1), 11=1809(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2322/391, 3-4=-2186/401, 4-5=-1640/348, 5-6=-2410/452, 6-8=-2534/455, 8-9=-1687/347, 9-10=-2247/400, 10-11=-2396/391 BOT CHORD 2-23=-330/1658, 21-23=-397/2314, 19-21=-423/2581, 18-19=-342/2304, 14-18=-342/2304, 13-14=-342/2304, 11-13=-223/1699 WEBS 4-23=-155/1103, 5-23=-1131/256, 5-21=-54/572, 6-21=-338/121, 8-19=-62/580, 8-13=-1085/266, 9-13=-162/1162 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 3-4-2, Interior(1) 3-4-2 to 8-9-10, Exterior(2) 8-9-10 to 14-11-11, Interior(1) 14-11-11 to 34-7-6, Exterior(2) 34-7-6 to 40-9-1, Interior(1) 40-9-1 to 44-5-0 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) 2 and 11. 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 20-2220A Truss T4 Truss Type Piggyback Base Qty 2 Ply 1 WF68 Job Reference (optional) I41106425 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:03 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-wlocXTMgkHC3eoq7r7wvrVV10JVHB8FjpkPMgFzMWzI Scale = 1:75.0 12 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 2021 22 23 24 25 26 27 28 29 30 31 5x6 3x6 5x6 4x8 4x8 3x10 2x4 3x4 3x4 3x4 3x4 3x4 3x10 2x4 4x8 4x8 4x6 8-9-108-9-10 17-4-148-7-4 26-0-28-7-4 34-7-68-7-4 43-5-08-9-10 -1-0-0 1-0-0 4-4-13 4-4-13 8-9-10 4-4-12 15-3-1 6-5-7 21-8-8 6-5-7 28-1-15 6-5-7 34-7-6 6-5-7 39-0-3 4-4-12 43-5-0 4-4-13 44-5-0 1-0-0 0-8-08-0-00-8-08-0-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [4:0-3-0,0-2-1], [9:0-3-0,0-2-1], [11:0-0-0,0-0-1], [11:0-0-1,0-2-14], [11:Edge,0-0-1] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.79 0.85 0.51 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.57 0.19 (loc) 17-19 15-17 11 l/defl >999 >901 n/a L/d 240 180 n/a PLATES MT20 Weight: 204 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-16,16-18: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-7 oc purlins, except 2-0-0 oc purlins (3-5-15 max.): 4-9. BOT CHORD Rigid ceiling directly applied or 9-3-6 oc bracing. WEBS 1 Row at midpt 5-19, 6-17, 6-15, 8-13 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=158(LC 11) Max Uplift 2=-204(LC 9), 11=-204(LC 8) Max Grav 2=1794(LC 1), 11=1794(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2309/391, 3-4=-2152/400, 4-5=-1614/348, 5-6=-2412/457, 6-8=-2412/457, 8-9=-1614/348, 9-10=-2152/400, 10-11=-2309/391 BOT CHORD 2-19=-330/1643, 17-19=-402/2280, 15-17=-420/2499, 13-15=-353/2280, 11-13=-223/1643 WEBS 4-19=-153/1075, 5-19=-1090/261, 5-17=-48/517, 6-17=-251/111, 6-15=-251/111, 8-15=-48/517, 8-13=-1090/261, 9-13=-153/1075 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 3-4-2, Interior(1) 3-4-2 to 8-9-10, Exterior(2) 8-9-10 to 14-11-4, Interior(1) 14-11-4 to 34-7-6, Exterior(2) 34-7-6 to 40-9-1, Interior(1) 40-9-1 to 44-5-0 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) 2 and 11. 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 20-2220A Truss T5 Truss Type Piggyback Base Qty 1 Ply 1 WF68 Job Reference (optional) I41106426 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:04 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-OyM_koNIVbKwFxPJPqR8Oj1C_ipMwTmt2O9wCizMWzH Scale = 1:75.9 1 2 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 5x6 3x6 6x8 5x6 5x6 4x8 4x8 3x10 2x4 3x4 3x4 3x4 2x4 4x8 5x8 4x8 4x6 4x8 8-9-108-9-10 17-6-108-9-0 26-3-148-9-4 35-1-28-9-4 43-5-08-3-14 -0-7-5 0-7-5 4-4-13 4-4-13 8-9-10 4-4-12 14-7-11 5-10-1 20-5-13 5-10-1 26-3-14 5-10-1 32-10-0 6-6-2 35-1-2 2-3-2 36-10-9 1-9-6 43-5-0 6-6-7 44-5-0 1-0-0 0-8-06-1-68-0-00-8-08-0-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [4:0-4-0,0-1-12], [9:0-6-4,0-2-0], [10:0-2-12,0-3-0], [11:0-3-0,0-2-1], [12:Edge,0-0-1], [12:0-0-1,0-2-14], [12:0-0-0,0-0-1], [14:0-4-0,0-2-4] 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-S 0.78 0.99 1.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.67 0.20 (loc) 14-16 14-16 12 l/defl >999 >778 n/a L/d 240 180 n/a PLATES MT20 Weight: 211 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 11-13: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 , Right: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-3 oc purlins, except 2-0-0 oc purlins (3-1-4 max.): 4-9, 10-11. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-20, 6-18, 6-16 REACTIONS. (size)2=0-3-8, 12=0-3-8 Max Horz 2=-156(LC 10) Max Uplift 2=-199(LC 9), 12=-191(LC 13) Max Grav 2=1770(LC 1), 12=1837(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2314/388, 3-4=-2171/397, 4-5=-1628/342, 5-6=-2440/450, 6-8=-2444/460, 8-9=-2444/460, 9-10=-2733/521, 10-11=-2067/371, 11-12=-2399/376 BOT CHORD 2-20=-328/1649, 18-20=-390/2242, 16-18=-412/2511, 14-16=-230/1864, 12-14=-176/1720 WEBS 4-20=-156/1101, 5-20=-1071/252, 5-18=-66/588, 6-18=-289/120, 8-16=-393/147, 9-16=-208/949, 9-14=-172/833, 10-14=-1671/301, 11-14=-175/1279 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) -0-7-5 to 3-8-13, Interior(1) 3-8-13 to 8-9-10, Exterior(2) 8-9-10 to 13-1-11, Interior(1) 13-1-11 to 32-10-0, Exterior(2) 32-10-0 to 35-1-2, Interior(1) 35-1-2 to 36-10-9, Exterior(2) 36-10-9 to 41-2-10, Interior(1) 41-2-10 to 44-5-0 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) 2 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) 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 20-2220A Truss T6 Truss Type Piggyback Base Qty 2 Ply 1 WF68 Job Reference (optional) I41106427 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:06 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-KKTk9UPY1CaeVFZiWFTcT87cCWVpOSKAVie1HazMWzF Scale = 1:86.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1523222120191817 16 24 25 26 27 28 29 30 31 32 33 3x6 5x6 6x8 3x6 6x8 4x8 4x6 3x6 3x4 3x4 4x6 3x10 3x6 3x6 2x4 4x6 3x6 5x6 2x4 3x10 3x6 7-1-37-1-3 7-2-90-1-6 15-4-118-2-2 23-8-48-3-9 31-11-138-3-9 40-3-68-3-9 40-5-20-1-12 45-11-145-6-12 -1-0-2 1-0-2 3-9-0 3-9-0 6-2-6 2-5-6 7-1-3 0-10-13 7-2-9 0-1-6 11-9-7 4-6-14 11-11-8 0-2-0 17-11-9 6-0-2 23-8-4 5-8-11 23-11-11 0-3-7 29-11-12 6-0-2 35-11-14 6-0-2 40-3-6 4-3-8 45-11-14 5-8-8 46-11-14 1-0-0 0-10-06-11-97-10-58-0-09-0-00-8-01-0-09-0-011.86 12 10.83 12 10.00 12 Plate Offsets (X,Y)-- [2:0-5-1,Edge], [6:0-4-4,0-2-0], [12:0-6-4,0-2-0], [14:0-0-0,0-0-1], [14:0-0-1,0-2-14], [14:Edge,0-0-1], [17:0-3-12,0-2-8] 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 0.68 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.55 0.13 (loc) 20-21 20-21 16 l/defl >999 >890 n/a L/d 240 180 n/a PLATES MT20 Weight: 226 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Right: 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -x 2-7-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins, except 2-0-0 oc purlins (3-9-9 max.): 6-12. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 8-20, 11-18, 12-17, 7-23, 8-21 REACTIONS. (size)2=0-3-7, 16=0-3-8, 14=0-3-8 Max Horz 2=171(LC 11) Max Uplift 2=-217(LC 9), 16=-254(LC 8), 14=-98(LC 13) Max Grav 2=1661(LC 1), 16=2062(LC 2), 14=163(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1985/342, 4-5=-1835/359, 5-6=-1752/367, 6-7=-1316/300, 7-8=-2060/408, 8-10=-2108/428, 10-11=-2108/428, 11-12=-1398/325, 12-13=-116/382, 13-14=-16/331 BOT CHORD 2-23=-305/1269, 21-23=-377/1798, 20-21=-431/2138, 18-20=-318/1638, 17-18=-145/771, 16-17=-2003/245, 13-17=-370/232 WEBS 6-23=-170/1015, 7-21=-103/631, 10-20=-349/127, 11-18=-1000/267, 12-18=-229/1396, 12-17=-1831/298, 7-23=-993/259, 8-21=-341/150, 11-20=-141/749 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) -1-0-2 to 3-7-13, Interior(1) 3-7-13 to 7-2-9, Exterior(2) 7-2-9 to 11-9-7, Interior(1) 11-9-7 to 35-11-14, Exterior(2) 35-11-14 to 40-5-2, Interior(1) 40-5-2 to 46-11-14 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) 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) 2, 16, 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 20-2220A Truss T7 Truss Type Piggyback Base Qty 1 Ply 1 WF68 Job Reference (optional) I41106428 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:07 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-oX17MqQAoWiV6P8u4y_r?LfiPws27rQJkMNap1zMWzE Scale = 1:62.2 12 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 4x6 4x4 4x4 6x8 3x4 4x4 3x6 3x10 4x4 3x6 3x10 3x4 3x4 3x4 4x4 4x4 4x6 0-0-30-0-3 3-8-53-8-2 8-10-85-2-3 17-5-88-7-0 26-0-98-7-1 34-11-18-10-8 -1-0-14 1-0-14 1-9-6 1-9-6 3-8-5 1-10-15 6-0-9 2-4-4 11-0-3 4-11-10 18-10-10 7-10-7 26-9-2 7-10-7 34-11-1 8-1-15 0-9-102-4-153-10-58-0-010.83 12 9.11 12 10.00 12 Plate Offsets (X,Y)-- [2:0-4-15,Edge], [7:0-6-4,0-2-0], [11:Edge,0-3-8], [17:0-1-12,0-1-8] 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 0.89 0.86 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.54 0.12 (loc) 15-17 15-17 12 l/defl >999 >771 n/a L/d 240 180 n/a PLATES MT20 Weight: 172 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -x 1-5-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 5-6, 7-11. BOT CHORD Rigid ceiling directly applied or 9-0-8 oc bracing. WEBS 1 Row at midpt 11-12, 8-13, 10-12 REACTIONS. (size)12=0-5-8, 2=0-3-7 Max Horz 2=246(LC 12) Max Uplift 12=-267(LC 9), 2=-163(LC 12) Max Grav 12=1436(LC 2), 2=1457(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1719/244, 4-5=-1648/253, 5-6=-1336/222, 6-7=-2155/342, 7-8=-1664/288, 8-10=-1294/228 BOT CHORD 2-18=-329/1089, 17-18=-425/1974, 15-17=-286/1407, 13-15=-307/1665, 12-13=-226/1224 WEBS 4-18=-43/307, 5-18=-121/856, 6-18=-1223/174, 6-17=-645/192, 7-17=-110/732, 7-15=-113/420, 8-13=-556/130, 10-13=-38/736, 10-12=-1670/309 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) -1-0-14 to 1-9-6, Interior(1) 1-9-6 to 3-8-5, Exterior(2) 3-8-5 to 6-0-9, Interior(1) 6-0-9 to 11-0-3, Exterior(2) 11-0-3 to 14-6-1, Interior(1) 14-6-1 to 34-9-5 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 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) 12 and 2. 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 20-2220A Truss T8 Truss Type Piggyback Base Qty 1 Ply 1 WF68 Job Reference (optional) I41106429 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:08 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-GjbVaAQoZqqMkZj4egV4YZCtCJFmsSzSz077LTzMWzD Scale = 1:70.8 12 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 25 4x4 4x4 4x4 4x6 4x6 4x8 3x6 2x4 4x6 4x4 3x10 3x4 3x6 8x8 7-7-147-7-14 15-3-117-7-13 22-11-87-7-13 32-8-89-9-0 -1-0-0 1-0-0 4-9-7 4-9-7 8-4-10 3-7-3 12-4-13 4-0-2 17-8-2 5-3-6 22-11-8 5-3-6 25-7-3 2-7-11 32-8-8 7-1-5 0-8-04-7-148-0-011-0-05-0-153-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [3:0-2-4,0-2-0], [5:0-2-4,0-2-0], [8:0-3-4,0-2-0], [9:0-2-12,0-1-8], [10:Edge,0-1-8], [12:0-2-8,0-3-4] 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 0.89 0.70 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.92 0.14 (loc) 10-11 10-11 10 l/defl >999 >423 n/a L/d 240 180 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-4-6 max.): 3-4, 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 7-12 WEBS 1 Row at midpt 4-13, 6-12, 10-12 REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=151(LC 9) Max Uplift 2=-183(LC 12), 10=-116(LC 13) Max Grav 2=1367(LC 1), 10=1295(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1706/282, 3-4=-1737/317, 4-5=-1518/298, 5-6=-1361/304, 6-7=-1142/275, 7-8=-1134/275, 8-9=-1403/263, 9-10=-1205/240 BOT CHORD 2-15=-209/1180, 13-15=-284/1856, 12-13=-202/1369 WEBS 3-15=-127/1015, 4-15=-695/153, 4-13=-879/200, 5-13=-105/701, 6-12=-427/101, 9-12=-118/951, 8-12=-125/606 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 2-3-4, Interior(1) 2-3-4 to 4-9-7, Exterior(2) 4-9-7 to 8-0-11, Interior(1) 8-0-11 to 12-4-13, Exterior(2) 12-4-13 to 15-8-1, Interior(1) 15-8-1 to 25-7-3, Exterior(2) 25-7-3 to 28-10-7, Interior(1) 28-10-7 to 32-6-12 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) 2 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 20-2220A Truss T9 Truss Type Piggyback Base Qty 1 Ply 1 WF68 Job Reference (optional) I41106430 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:09 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-kv9tnWRRK7yCMjIHBN0J5ml2yjacbpRcBgshtvzMWzC Scale = 1:70.8 12 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 25 26 27 4x6 4x4 4x4 4x6 4x6 4x8 3x6 2x4 4x6 4x4 3x10 3x4 3x6 8x8 7-2-47-2-4 15-3-118-1-7 22-11-87-7-13 32-8-89-9-0 -1-0-0 1-0-0 7-2-4 7-2-4 10-9-7 3-7-3 12-4-13 1-7-6 17-8-2 5-3-6 22-11-8 5-3-6 25-7-3 2-7-11 32-8-8 7-1-5 0-8-06-7-148-0-011-0-05-0-153-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [5:0-2-4,0-2-0], [8:0-3-4,0-2-0], [9:0-2-12,0-1-8], [10:Edge,0-1-8], [12:0-2-8,0-3-4] 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 0.89 0.73 0.65 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.91 0.12 (loc) 10-11 10-11 10 l/defl >999 >427 n/a L/d 240 180 n/a PLATES MT20 Weight: 186 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-3: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-2 max.): 3-4, 5-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 7-12 WEBS 1 Row at midpt 6-12, 10-12 REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=151(LC 9) Max Uplift 2=-183(LC 12), 10=-116(LC 13) Max Grav 2=1375(LC 2), 10=1295(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1741/273, 3-4=-1227/267, 4-5=-1455/307, 5-6=-1401/303, 6-7=-1142/274, 7-8=-1134/274, 8-9=-1403/262, 9-10=-1205/239 BOT CHORD 2-15=-177/1209, 13-15=-210/1485, 12-13=-202/1382 WEBS 3-15=-84/778, 4-15=-568/157, 4-13=-623/169, 5-13=-130/777, 6-12=-453/101, 9-12=-118/951, 8-12=-125/620 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 2-3-4, Interior(1) 2-3-4 to 7-2-4, Exterior(2) 7-2-4 to 10-5-8, Interior(1) 10-5-8 to 12-4-13, Exterior(2) 12-4-13 to 15-8-1, Interior(1) 15-8-1 to 25-7-3, Exterior(2) 25-7-3 to 28-10-7, Interior(1) 28-10-7 to 32-6-12 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) 2 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 20-2220A Truss T10 Truss Type Piggyback Base Qty 2 Ply 1 WF68 Job Reference (optional) I41106431 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:57 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-5cRLGPIv8RRvvtNzUspVbEF_uuVInTGrRoy2SczMWzO Scale = 1:70.3 12 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 4x6 3x6 4x6 4x6 4x8 3x4 2x4 4x6 3x10 2x4 3x10 2x4 8x8 3x6 8-9-108-9-10 15-10-97-0-15 22-11-87-0-15 32-8-89-9-0 -1-0-0 1-0-0 4-4-13 4-4-13 8-9-10 4-4-12 15-10-9 7-0-15 22-11-8 7-0-15 25-7-3 2-7-11 32-8-8 7-1-5 0-8-08-0-011-0-05-0-153-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [9:0-2-12,0-1-8], [10:Edge,0-1-8], [12:0-2-8,0-3-4] 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 0.90 0.69 0.28 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.91 0.12 (loc) 10-11 10-11 10 l/defl >999 >428 n/a L/d 240 180 n/a PLATES MT20 Weight: 176 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (4-9-11 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 7-12 WEBS 1 Row at midpt 5-15, 5-12, 10-12 REACTIONS. (size)2=0-3-8, 10=0-3-8 Max Horz 2=151(LC 9) Max Uplift 2=-151(LC 12), 10=-121(LC 8) Max Grav 2=1367(LC 1), 10=1295(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1685/289, 3-4=-1513/295, 4-5=-1104/269, 5-7=-1153/283, 7-8=-1142/281, 8-9=-1402/266, 9-10=-1204/243 BOT CHORD 2-15=-244/1189, 13-15=-241/1444, 12-13=-241/1444, 7-12=-307/137 WEBS 4-15=-84/639, 5-15=-573/166, 5-13=0/383, 5-12=-476/109, 8-12=-149/642, 9-12=-132/950 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 2-3-4, Interior(1) 2-3-4 to 8-9-10, Exterior(2) 8-9-10 to 13-5-2, Interior(1) 13-5-2 to 25-7-3, Exterior(2) 25-7-3 to 30-2-11, Interior(1) 30-2-11 to 32-6-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) 2 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 20-2220A Truss T11 Truss Type Piggyback Base Qty 2 Ply 1 WF68 Job Reference (optional) I41106432 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:58 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-Zo_jTlJXvlZmX0y92ZKk8SnCzIrdWrN_gSic_2zMWzN Scale = 1:59.3 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 4x6 3x4 4x6 3x4 4x8 3x6 3x10 2x4 2x4 3x10 2x4 4x8 3x4 8-9-108-9-10 16-9-138-0-3 24-8-57-10-7 32-8-88-0-3 -1-0-0 1-0-0 4-4-13 4-4-13 8-9-10 4-4-12 16-9-13 8-0-3 24-8-5 7-10-7 32-8-8 8-0-3 0-8-08-0-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [9:Edge,0-3-8], [10:0-1-12,0-1-12] 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 0.75 0.69 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.51 0.08 (loc) 2-14 2-14 9 l/defl >999 >758 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except end verticals, and 2-0-0 oc purlins (3-11-0 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 5-14, 5-10 REACTIONS. (size)9=0-3-8, 2=0-3-8 Max Horz 2=246(LC 12) Max Uplift 9=-257(LC 9), 2=-148(LC 9) Max Grav 9=1366(LC 2), 2=1367(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1685/249, 3-4=-1515/256, 4-5=-1115/239, 5-7=-1085/210, 7-8=-1085/210, 8-9=-1226/276 BOT CHORD 2-14=-331/1188, 12-14=-284/1486, 10-12=-284/1486 WEBS 4-14=-51/625, 5-14=-522/157, 5-12=0/403, 5-10=-561/115, 7-10=-504/184, 8-10=-290/1490 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 2-3-4, Interior(1) 2-3-4 to 8-9-10, Exterior(2) 8-9-10 to 13-5-2, Interior(1) 13-5-2 to 32-6-12 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) 9 and 2. 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 20-2220A Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 WF68 Job Reference (optional) I41106433 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:53:59 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-1_Y5h5J9g3id9AXMcHrzhfKNhhBrFId8u6R9XUzMWzM Scale = 1:59.0 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 19 20 4x6 3x4 4x6 3x4 4x8 3x6 3x10 2x4 2x4 3x10 2x4 4x8 3x4 8-9-108-9-10 16-9-138-0-3 24-8-57-10-7 32-8-88-0-3 -0-7-4 0-7-4 4-4-13 4-4-13 8-9-10 4-4-12 16-9-13 8-0-3 24-8-5 7-10-7 32-8-8 8-0-3 0-8-08-0-010.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [9:Edge,0-3-8], [10:0-1-12,0-1-12] 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 0.75 0.69 0.61 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.16 -0.52 0.08 (loc) 2-14 2-14 9 l/defl >999 >754 n/a L/d 240 180 n/a PLATES MT20 Weight: 156 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-14 max.): 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 5-14, 5-10 REACTIONS. (size)9=0-3-8, 2=0-3-8 Max Horz 2=237(LC 12) Max Uplift 9=-257(LC 9), 2=-146(LC 9) Max Grav 9=1367(LC 2), 2=1342(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1689/251, 3-4=-1518/260, 4-5=-1117/240, 5-7=-1085/211, 7-8=-1085/211, 8-9=-1227/276 BOT CHORD 2-14=-333/1194, 12-14=-284/1487, 10-12=-284/1487 WEBS 4-14=-51/627, 5-14=-522/157, 5-12=0/403, 5-10=-562/117, 7-10=-504/184, 8-10=-290/1491 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) -0-7-4 to 2-8-0, Interior(1) 2-8-0 to 8-9-10, Exterior(2) 8-9-10 to 13-5-2, Interior(1) 13-5-2 to 32-6-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) 9 and 2. 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 20-2220A Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 WF68 Job Reference (optional) I41106434 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:00 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-VB6TuRKnRMqUnK6YA_MCDttXv5Y?_m1H7mBi3wzMWzL Scale = 1:73.6 12 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 6x8 2x4 4x4 4x8 5x6 4x6 4x8 3x4 3x4 2x4 2x4 3x4 2x4 2x4 3x10 8x8 3x10 6-2-66-2-6 12-4-116-2-5 17-8-15-3-7 22-11-85-3-7 27-8-44-8-12 32-8-85-0-4 -1-0-0 1-0-0 4-9-9 4-9-9 9-7-1 4-9-8 12-4-11 2-9-10 17-8-1 5-3-7 22-11-8 5-3-7 25-7-3 2-7-11 32-8-8 7-1-5 0-8-08-7-148-0-011-7-145-0-153-0-011-7-1410.00 12 Plate Offsets (X,Y)-- [2:Edge,0-0-1], [2:0-0-1,0-2-14], [2:0-0-0,0-0-1], [4:0-6-4,0-2-0], [6:0-2-12,0-2-0], [9:0-3-8,0-2-4], [10:0-2-12,0-1-8], [12:0-3-8,0-1-8], [14:0-6-0,0-4-4] 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 0.72 0.57 0.54 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.09 -0.26 0.15 (loc) 17-18 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 200 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-8-2 max.): 4-5, 6-17, 6-9. Except: 1 Row at midpt 6-17 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. WEBS 1 Row at midpt 6-15, 9-12 REACTIONS. (size)2=0-3-8, 11=0-3-8 Max Horz 2=185(LC 12) Max Uplift 2=-148(LC 12), 11=-222(LC 13) Max Grav 2=1367(LC 1), 11=1295(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1739/268, 3-4=-1619/348, 6-17=-684/189, 6-7=-1387/331, 7-8=-1387/331, 8-9=-1166/295, 9-10=-894/205, 10-11=-1251/231 BOT CHORD 2-18=-246/1278, 17-18=-201/1068, 15-17=-233/1317, 14-15=-173/1180, 8-14=-472/195 WEBS 4-17=-164/885, 4-6=-1311/323, 7-15=-370/135, 8-15=-106/374, 12-14=-108/941, 9-14=-253/1251, 9-12=-1011/163, 10-12=-92/785, 4-18=-153/393 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 2-3-4, Interior(1) 2-3-4 to 9-7-1, Exterior(2) 9-7-1 to 12-2-15, Interior(1) 12-2-15 to 25-7-3, Exterior(2) 25-7-3 to 28-10-7, Interior(1) 28-10-7 to 32-6-12 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) 2 and 11. 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 20-2220A Truss V1 Truss Type Valley Qty 1 Ply 1 WF68 Job Reference (optional) I41106435 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:10 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-D6jF?sS34R43zssTl5YYd_HNQ73pKP3lQKcEQLzMWzB Scale = 1:41.0 1 2 3 5 4 6 72x4 2x4 2x4 2x4 2x4 8-1-1 8-1-1 0-0-46-8-1410.00 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 0.20 0.15 0.05 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=8-0-12, 4=8-0-12, 5=8-0-12 Max Horz 1=190(LC 12) Max Uplift 4=-55(LC 12), 5=-173(LC 12) Max Grav 1=135(LC 21), 4=174(LC 19), 5=441(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-301/202 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 7-11-5 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 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=173. 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 20-2220A Truss V2 Truss Type VALLEY Qty 1 Ply 1 WF68 Job Reference (optional) I41106436 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:14 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-5tymqDVZ8gaVSUAE_wcUoqS42kRZGDMLLxaSZ7zMWz7 Scale = 1:27.4 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 5-8-4 5-8-4 0-0-44-8-1410.00 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 5-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-7-15, 4=5-7-15, 5=5-7-15 Max Horz 1=130(LC 12) Max Uplift 1=-69(LC 19), 4=-57(LC 12), 5=-149(LC 12) Max Grav 1=125(LC 12), 4=130(LC 19), 5=340(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-260/190 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) 0-4-13 to 3-4-13, Interior(1) 3-4-13 to 5-6-8 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=149. 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 20-2220A Truss V3 Truss Type VALLEY Qty 1 Ply 1 WF68 Job Reference (optional) I41106437 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:15 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-Z3W82ZWBvzjM4elQYe7jK1?GZ8nE?g7UabJ?5ZzMWz6 Scale = 1:16.7 1 2 3 2x4 2x4 2x4 3-3-7 3-3-7 0-0-42-8-1410.00 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: 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 3-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-3-2, 3=3-3-2 Max Horz 1=69(LC 12) Max Uplift 3=-50(LC 12) Max Grav 1=110(LC 1), 3=115(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 20-2220A Truss V4 Truss Type VALLEY Qty 1 Ply 1 WF68 Job Reference (optional) I41106438 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:15 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-Z3W82ZWBvzjM4elQYe7jK1?FX8nj?gOUabJ?5ZzMWz6 Scale = 1:30.6 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 5-1-15 5-1-15 0-0-45-1-1512.00 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 0.18 0.10 0.05 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: 19 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 5-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-1-15, 4=5-1-15, 5=5-1-15 Max Horz 1=141(LC 12) Max Uplift 1=-167(LC 19), 4=-71(LC 12), 5=-212(LC 12) Max Grav 1=209(LC 12), 4=132(LC 19), 5=399(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-280/259 WEBS 2-5=-333/268 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 5-0-3 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) 4 except (jt=lb) 1=167, 5=212. 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 20-2220A Truss V5 Truss Type VALLEY Qty 1 Ply 1 WF68 Job Reference (optional) I41106439 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:16 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-1G4WFvXqgHrDhoKd6LfytFXPtY7Dk7NeoF3Zd?zMWz5 Scale = 1:20.5 1 2 32x4 2x4 2x4 3-5-15 3-5-15 0-0-43-5-1512.00 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 0.14 0.09 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 3-5-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-5-11, 3=3-5-11 Max Horz 1=91(LC 12) Max Uplift 3=-69(LC 12) Max Grav 1=120(LC 1), 3=129(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 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 20-2220A Truss V6 Truss Type VALLEY Qty 1 Ply 1 WF68 Job Reference (optional) I41106440 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:16 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-1G4WFvXqgHrDhoKd6LfytFXRiY8Lk7NeoF3Zd?zMWz5 Scale: 1"=1' 1 2 3 2x4 2x4 2x4 1-9-15 1-9-15 0-0-41-9-1512.00 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 0.03 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: 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 1-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-9-11, 3=1-9-11 Max Horz 1=40(LC 12) Max Uplift 3=-31(LC 12) Max Grav 1=53(LC 1), 3=57(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 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 20-2220A Truss V7 Truss Type VALLEY Qty 1 Ply 1 WF68 Job Reference (optional) I41106441 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:17 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-VSeuTFXSRbz4Jxvpf3ABPS4b0yThTadn1vo69RzMWz4 Scale = 1:19.3 1 2 3 2x4 2x4 2x4 3-2-15 3-2-15 0-0-43-2-1512.00 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 0.12 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 3-2-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-2-11, 3=3-2-11 Max Horz 1=83(LC 12) Max Uplift 3=-63(LC 12) Max Grav 1=110(LC 1), 3=119(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 20-2220A Truss V8 Truss Type VALLEY Qty 1 Ply 1 WF68 Job Reference (optional) I41106442 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:17 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-VSeuTFXSRbz4Jxvpf3ABPS4cbyUfTadn1vo69RzMWz4 Scale = 1:10.8 1 2 3 2x4 2x4 2x4 1-6-15 1-6-15 0-0-41-6-1512.00 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 0.02 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 1-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-6-11, 3=1-6-11 Max Horz 1=33(LC 12) Max Uplift 3=-25(LC 12) Max Grav 1=43(LC 1), 3=47(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 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 20-2220A Truss V9 Truss Type VALLEY Qty 1 Ply 1 WF68 Job Reference (optional) I41106443 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:18 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-_eCHgbY4Cu5xx5U?DmhQygcknLokC1txGZYfiuzMWz3 Scale = 1:24.8 1 2 3 4 2x4 2x4 2x4 4-4-2 4-4-2 0-0-44-4-212.00 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 0.24 0.15 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 4-4-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-4-2, 3=4-4-2 Max Horz 1=116(LC 12) Max Uplift 3=-89(LC 12) Max Grav 1=154(LC 1), 3=166(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 4-2-6 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. 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 20-2220A Truss V10 Truss Type VALLEY Qty 1 Ply 1 WF68 Job Reference (optional) I41106444 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:10 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-D6jF?sS34R43zssTl5YYd_HPV75UKPulQKcEQLzMWzB Scale = 1:16.4 1 2 3 2x4 2x4 2x4 0-0-40-0-4 2-8-22-7-14 2-8-2 2-8-2 0-0-42-8-212.00 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 0.07 0.04 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: 9 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 2-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-7-14, 3=2-7-14 Max Horz 1=66(LC 12) Max Uplift 3=-50(LC 12) Max Grav 1=87(LC 1), 3=94(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 20-2220A Truss V11 Truss Type VALLEY Qty 1 Ply 1 WF68 Job Reference (optional) I41106445 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:11 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-hIHdCCThrlCwb0RfJo3nABqY5XPv3rwvfzLoyozMWzA Scale = 1:46.7 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 8-1-3 8-1-3 0-0-48-1-312.00 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 0.16 0.08 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: 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 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=8-0-15, 4=8-0-15, 5=8-0-15 Max Horz 1=230(LC 12) Max Uplift 4=-69(LC 12), 5=-219(LC 12) Max Grav 1=167(LC 12), 4=180(LC 19), 5=484(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-274/256 WEBS 2-5=-335/247 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 7-11-7 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 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=219. 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 20-2220A Truss V12 Truss Type VALLEY Qty 1 Ply 1 WF68 Job Reference (optional) I41106446 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:11 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-hIHdCCThrlCwb0RfJo3nABqZqXQs3sYvfzLoyozMWzA Scale = 1:40.6 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 6-5-3 6-5-3 0-0-46-5-312.00 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: 26 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=6-4-15, 4=6-4-15, 5=6-4-15 Max Horz 1=179(LC 12) Max Uplift 1=-42(LC 10), 4=-72(LC 12), 5=-184(LC 12) Max Grav 1=162(LC 12), 4=135(LC 19), 5=345(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-253/227 WEBS 2-5=-286/220 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 6-3-7 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 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 20-2220A Truss V13 Truss Type VALLEY Qty 1 Ply 1 WF68 Job Reference (optional) I41106447 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:12 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-9Ur0PYTJc2KnDA0rtWa0iPNiKxlkoJO2ud5LUEzMWz9 Scale = 1:26.8 1 2 3 4 2x4 2x4 2x4 4-9-3 4-9-3 0-0-44-9-312.00 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 0.31 0.19 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: 17 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 4-9-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-8-15, 3=4-8-15 Max Horz 1=129(LC 12) Max Uplift 3=-98(LC 12) Max Grav 1=171(LC 1), 3=184(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 4-7-7 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 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 20-2220A Truss V14 Truss Type VALLEY Qty 1 Ply 1 WF68 Job Reference (optional) I41106448 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:12 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-9Ur0PYTJc2KnDA0rtWa0iPNlUxneoJO2ud5LUEzMWz9 Scale = 1:18.5 1 2 3 2x4 2x4 2x4 3-1-3 3-1-3 0-0-43-1-312.00 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 0.00 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 3-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-0-15, 3=3-0-15 Max Horz 1=79(LC 12) Max Uplift 3=-60(LC 12) Max Grav 1=104(LC 1), 3=112(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 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 20-2220A Truss V15 Truss Type VALLEY Qty 1 Ply 1 WF68 Job Reference (optional) I41106449 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:13 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-dhOOdtUxNMSeqKb2QD5FFcvxgK6lXmdC6Hqu0gzMWz8 Scale = 1:10.1 1 2 3 2x4 2x4 2x4 1-5-3 1-5-3 0-0-41-5-312.00 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 0.01 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: 4 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 1-5-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-4-15, 3=1-4-15 Max Horz 1=28(LC 12) Max Uplift 3=-22(LC 12) Max Grav 1=37(LC 1), 3=40(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 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 20-2220A Truss V16 Truss Type VALLEY Qty 1 Ply 1 WF68 Job Reference (optional) I41106450 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 27 11:54:13 2020 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:OTr0Oj00hk42g2?HXT3F8FzMw07-dhOOdtUxNMSeqKb2QD5FFcvxUK6eXmdC6Hqu0gzMWz8 Scale: 1"=1' 1 2 3 2x4 2x4 2x4 0-0-40-0-4 1-9-101-9-6 1-9-10 1-9-10 0-0-41-9-1012.00 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 0.02 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: 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 1-9-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=1-9-6, 3=1-9-6 Max Horz 1=39(LC 12) Max Uplift 3=-30(LC 12) Max Grav 1=52(LC 1), 3=56(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 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 ProductsPlotID Length Product Plies Net QtyBM1 8' 0" 1 3/4" x 9 1/2" (2.0E 3100) LVL 2 2Truss Connector Total ListManuf Product QtyHCP2 2HGUS28-4 1HUS26 5LGT3 1LGT4 1LU24 64LU26 2LUC26Z 2One H2.5A 154One HTS20 19Simpson THJA26 3TJC37 14Two H2.5A 3Two HTS20 3G1H1H2H3C1C2G2H4G2H4G3J2G3J2J3 J3G4G5H5H6G5H5H6J5J6G6A3H7T1G7G5H5H6H8D1A1A2G8A4J6J8 G9H9H10A5T3T5G10G11G12G12T7G13J9G14G15J6J10J5G16J7J9G17G17J17J11J17J11G18H12G19G20J1 2T8T9T13T12G21J6J13J16J 1 4 J14J15J15J18J18V1V2V3V4V5V6V7V8V9V10V11V12V13V14V15V16P1P2P4P5P6P7P10P12P13P14P15P16P10P17Two HTS20Two HTS20LU26LU26T JC 37One HTS20TJC37One HTS20Two H2.5ATJC37One HTS20One HTS20T JC 37Two H2.5ATwo H2.5ALGT4LU24LU24One HTS20LU24LUC26ZLUC26ZTHJA26LU24THJA26LU24LGT3HGUS28-4LU24One HTS20T JC 37One HTS20T JC 3 7One HTS20Two HTS20One HTS20THJA26One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20T J C 3 7One HTS20One HTS20TJC37One HTS20TJC37One HTS20TJC37LU24LU24HCP2HCP2B1(4)J1(6)J4(6)J4(5)J4(4)J7(2)J7(2)J7(2)T2(2)T4(2)T6(2)H11(2)J4(7)T10(2) T11(2)P3(3)P9(8)P18(6)LU24LU24LU24LU24LU24LU24LU24TJC37LU24TJC37LU24HUS26LU24LU2419' 11"22' 0"6' 6" 10' 10" 16' 6" 1' 8"7' 8" 2' 0" 22' 3"9' 9" 16' 4" 3' 2 1/4"1' 10"23' 6 1/4"17' 4"30' 9 1/4"5' 9 1/2"20' 0" 21' 0" 17' 0" 3' 2 1/4"20' 7"6' 0" 6' 11"79' 3"7"6' 0" 2' 0" 2' 0" 2' 0"11 1/2"1' 8 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"2' 1 1/2"2' 0" 2' 0"1' 5"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 7"1' 10"2' 0" 2' 0" 2' 0" 6' 0"6' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 1' 10 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" Floor Area: 0Roof Area: 5362.62Hip Lines: 419.31Horizontal OH: 310.58Rake OH: 57Valley Lines: 216.72Ridge Lines: 79.9THIS 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 PlanWF68Sales Rep: