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. September 3,2019 Liu, Xuegang Pages or sheets covered by this seal: I38380343 thru I38380480 My license renewal date for the state of Indiana is July 31, 2020. 19-4407A WF55 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 19-4407A Truss A1 Truss Type Roof Special Qty 1 Ply 1 WF55 Job Reference (optional) I38380343 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:06:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-yatOgkRmCzt?uTJf56YAA87Y249ac2?7z7SD4iyiOIF Scale = 1:52.5 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 19 4x6 6x10 4x6 3x4 3x4 4x12 4x12 3x4 6x8 6x8 7-5-37-5-3 14-4-16-10-14 14-6-130-2-12 22-0-07-5-3 -1-0-0 1-0-0 6-4-1 6-4-1 14-4-1 8-0-0 15-0-0 0-7-15 22-0-0 7-0-0 23-0-0 1-0-0 1-0-147-4-158-0-141-0-147-4-1512.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [3:0-3-4,0-2-0], [4:0-5-4,0-3-4], [5:0-3-0,0-1-12], [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 0.91 0.38 0.84 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.08 -0.14 0.02 (loc) 9-11 8-9 8 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-11 REACTIONS.(lb/size)12=937/0-3-8, 8=937/0-3-8 Max Horz 12=-155(LC 9) Max Uplift 12=-257(LC 11), 8=-216(LC 11) Max Grav 12=937(LC 1), 8=943(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-939/273, 3-4=-602/284, 4-5=-917/369, 5-6=-932/271, 2-12=-870/293, 6-8=-879/286 BOT CHORD 11-12=-321/423, 9-11=-97/658, 8-9=-281/467 WEBS 4-9=-937/386, 5-9=-353/1054, 2-11=-109/393, 6-9=-86/388 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 9-4-1, Interior(1) 9-4-1 to 15-0-0, Exterior(2) 15-0-0 to 18-0-0, Interior(1) 18-0-0 to 23-0-0 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) The Fabrication Tolerance at joint 2 = 16%, joint 6 = 0% 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at joint 12 and 216 lb uplift at joint 8. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss A2 Truss Type Roof Special Qty 1 Ply 1 WF55 Job Reference (optional) I38380344 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:06:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-RmRmu4SOzH?sWduseq3PiLfuGUYYLgvHBnBnd8yiOIE Scale = 1:36.2 1 2 3 4 5 8 7 6 9 10 5x6 4x6 2x4 3x4 3x4 2x4 3x4 5-0-05-0-0 7-0-02-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 6-0-0 1-0-0 7-0-0 1-0-0 0-10-145-0-145-10-145-0-1410.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-2-1] 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 0.24 0.14 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.03 0.00 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 3-4: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=262/Mechanical, 8=343/0-3-8 Max Horz 8=211(LC 11) Max Uplift 6=-168(LC 11), 8=-19(LC 11) Max Grav 6=292(LC 18), 8=343(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-304/88 WEBS 3-6=-369/234 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 6-0-0, Interior(1) 6-0-0 to 6-10-4 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 lb uplift at joint 6 and 19 lb uplift at joint 8. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss A3 Truss Type Roof Special Qty 1 Ply 1 WF55 Job Reference (optional) I38380345 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:06:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-vz_95QT0ka7j7nT2CXaeFZCw6uoq40HQQRxK9ayiOID Scale = 1:82.5 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 31 32 33 5x6 5x6 6x8 3x6 6x8 3x6 3x6 6x8 3x6 4x6 2x4 4x12 3x6 2x4 4x12 12x12 3x6 3x6 7-0-17-0-1 13-7-146-7-13 20-5-46-9-6 28-7-58-2-1 36-9-78-2-2 45-3-08-5-9 -1-0-0 1-0-0 4-7-11 4-7-11 8-8-7 4-0-12 13-7-14 4-11-6 20-11-14 7-4-0 28-3-14 7-4-0 35-7-15 7-4-0 40-3-11 4-7-13 45-3-0 4-11-5 46-3-0 1-0-0 0-10-144-9-48-10-120-10-148-10-1210.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [2:0-2-5,0-2-12], [3:0-4-4,0-2-0], [5:0-4-8,0-1-8], [9:0-6-0,0-1-12], [10:0-2-7,0-1-8], [12:0-4-11,0-0-0], [12:0-1-15,0-9-1], [14:0-2-13,0-2-5], [20:0-0-0,0-1-12], [21:0-2-0,0-3-0], [23:0-0-0,0-2-12] 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 0.52 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.17 -0.31 0.01 (loc) 15-17 15-17 14 l/defl >999 >957 n/a L/d 240 180 n/a PLATES MT20 Weight: 216 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-23: 2x6 SPF No.2, 12-14: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 5-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 6-19, 8-17, 9-17 REACTIONS.(lb/size)23=535/0-3-8, 19=2421/0-3-8 (req. 0-3-13), 14=774/0-3-8 Max Horz 23=172(LC 10) Max Uplift 23=-137(LC 11), 19=-269(LC 8), 14=-147(LC 12) Max Grav 23=581(LC 22), 19=2439(LC 2), 14=834(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-525/142, 3-4=-349/152, 4-5=-81/271, 5-6=-6/787, 9-11=-679/211, 11-12=-849/181, 2-23=-512/167, 12-14=-745/202 BOT CHORD 22-23=-130/329, 21-22=-144/321, 17-19=-693/177, 15-17=-33/424, 14-15=-49/549 WEBS 4-21=-475/197, 5-21=-91/460, 5-19=-1105/153, 6-19=-1403/306, 6-17=-174/1241, 8-17=-466/173, 9-17=-401/52, 9-15=-79/395 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 3-6-5, Interior(1) 3-6-5 to 4-7-11, Exterior(2) 4-7-11 to 8-8-7, Interior(1) 8-8-7 to 13-7-14, Exterior(2) 13-7-14 to 18-2-2, Interior(1) 18-2-2 to 35-7-15, Exterior(2) 35-7-15 to 40-4-13, Interior(1) 40-4-13 to 46-3-0 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 live load of 20.0psf on the bottom chord in 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) WARNING: Required bearing size at joint(s) 19 greater than input bearing size. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint 23, 269 lb uplift at joint 19 and 147 lb uplift at joint 14. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss A4 Truss Type Roof Special Qty 1 Ply 1 WF55 Job Reference (optional) I38380346 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:06:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-N9YXJmTeUuFalw2EmF5toml2iI2rpNgaf5guh1yiOIC Scale = 1:107.6 1 2 3 4 5 6 7 8 9 10 11 1213 14 15 16 25 24 23 22 21 20 19 18 17 26 27 28 29 30 31 32 33 34 35 6x8 6x8 6x8 4x6 4x6 8x8 4x6 6x8 4x6 4x6 3x6 5x6 6x10 5x6 4x6 4x6 6x8 4x6 6x8 4x12 4x6 4x6 4x6 6x8 2x4 9-5-49-5-4 14-8-95-3-5 25-7-310-10-10 36-5-1410-10-11 45-8-129-2-14 56-9-211-0-6 56-9-80-0-6 9-5-4 9-5-4 12-1-15 2-8-11 14-8-9 2-6-10 25-7-3 10-10-10 36-5-14 10-10-11 39-10-7 3-4-9 41-1-7 1-3-0 42-7-2 1-5-11 45-8-12 3-1-10 51-3-2 5-6-6 56-9-8 5-6-6 58-2-8 1-5-0 0-10-148-9-49-10-410-10-121-0-142-0-010-10-1210.00 12 8.49 12 Plate Offsets (X,Y)-- [1:0-4-0,0-1-14], [1:0-1-13,0-4-15], [1:0-0-14,0-1-1], [2:0-5-12,0-3-8], [4:0-5-4,0-3-0], [8:0-3-0,0-3-0], [9:0-4-4,0-4-8], [10:0-3-0,0-3-6], [11:0-5-8,0-3-0], [15:0-6-2,Edge], [19:0-3-4,0-3-8], [21:0-1-8,0-2-4], [25:0-2-8,0-2-0] 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 0.95 0.86 0.97 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.69 0.23 (loc) 21-23 21-23 15 l/defl >999 >988 n/a L/d 240 180 n/a PLATES MT20 Weight: 377 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-20: 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 - 3-4-2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-25, 3-23, 4-21, 5-21, 9-17, 7-9 REACTIONS.(lb/size)1=2266/Mechanical, 15=2353/0-4-3 Max Horz 1=194(LC 8) Max Uplift 1=-232(LC 11), 15=-222(LC 12) Max Grav 1=2346(LC 2), 15=2353(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3167/512, 2-3=-2313/474, 3-4=-3161/612, 4-5=-3131/633, 5-7=-3536/685, 7-8=-630/132, 8-9=-560/109, 9-10=-654/148, 10-11=-682/162, 11-13=-3042/551, 13-15=-3276/556 BOT CHORD 1-25=-349/2286, 23-25=-392/2691, 21-23=-369/2493, 7-19=0/331, 17-19=-447/3423, 15-17=-360/2464 WEBS 2-25=-190/1541, 3-25=-1272/259, 3-23=-704/214, 4-23=-151/1001, 4-21=-240/1124, 5-21=-1065/292, 19-21=-462/3105, 5-19=-71/572, 9-19=-165/308, 9-17=-1849/364, 11-17=-303/1838, 7-9=-2984/568, 9-11=-1829/357 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-8 to 5-9-10, Interior(1) 5-9-10 to 9-5-4, Exterior(2) 9-5-4 to 12-1-15, Interior(1) 12-1-15 to 14-8-9, Exterior(2) 14-8-9 to 20-4-11, Interior(1) 20-4-11 to 39-10-7, Exterior(2) 39-10-7 to 41-1-5, Interior(1) 41-1-5 to 42-7-2, Exterior(2) 42-7-2 to 51-5-8, Interior(1) 51-5-8 to 58-2-8 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 lb uplift at joint 1 and 222 lb uplift at joint 15. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss A5 Truss Type Roof Special Qty 1 Ply 1 WF55 Job Reference (optional) I38380347 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:06:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-JYgHkSVu0VVI_ECdtg8LtBqQZ5joHIjs6P9_mvyiOIA Scale = 1:109.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 26 27 28 29 30 31 32 33 34 35 4x6 6x8 6x8 8x8 4x6 4x6 8x8 4x6 6x8 6x8 3x6 5x6 6x10 6x10 6x8 4x6 10x12 6x8 4x6 4x6 4x6 8x8 9-9-29-9-2 22-1-812-4-6 34-5-1412-4-6 44-10-1310-4-15 58-9-213-10-5 58-9-80-0-6 9-9-2 9-9-2 17-1-6 7-4-3 25-9-10 8-8-4 34-5-14 8-8-4 37-5-10 2-11-12 40-2-7 2-8-13 43-5-1 3-2-10 44-10-13 1-5-12 51-8-6 6-9-10 58-9-8 7-1-2 60-2-8 1-5-0 6-9-410-7-712-10-121-0-142-0-012-10-1210.00 12 8.49 12 Plate Offsets (X,Y)-- [1:0-3-8,0-3-0], [2:0-3-12,0-3-4], [3:0-4-12,0-2-12], [7:0-3-0,0-3-0], [9:0-3-0,0-3-6], [10:0-5-4,0-3-0], [11:0-4-0,0-4-8], [13:0-4-10,0-0-8], [16:0-3-8,0-3-8], [17:0-3-0,0-0-0], [19:0-0-12,0-2-4], [21:0-4-8,0-2-12], [22:0-3-0,0-0-4] 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 0.80 0.96 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.49 -0.99 0.21 (loc) 19-21 19-21 13 l/defl >999 >712 n/a L/d 240 180 n/a PLATES MT20 Weight: 410 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 6-17: 2x4 SPF No.2, 15-16: 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 1-22: 2x6 SPF No.2 SLIDER Right 2x4 SPF No.2 -H 4-3-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-15. WEBS 1 Row at midpt 1-22, 1-21, 2-21, 4-19, 8-16, 8-15, 3-21, 11-15, 8-10, 6-8 REACTIONS.(lb/size)22=2342/Mechanical, 13=2428/0-4-3 Max Horz 22=-221(LC 12) Max Uplift 22=-263(LC 11), 13=-244(LC 12) Max Grav 22=2398(LC 2), 13=2428(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-2247/410, 1-2=-3037/472, 2-3=-4154/747, 3-4=-2608/526, 4-6=-3202/621, 6-7=-344/111, 7-8=-423/97, 8-9=-519/98, 9-10=-426/116, 10-11=-3065/544, 11-13=-3393/554 BOT CHORD 19-21=-267/2280, 6-16=-99/875, 15-16=-435/3625, 13-15=-340/2573 WEBS 1-21=-555/3597, 2-21=-3042/622, 3-19=-116/968, 4-19=-1067/221, 16-19=-317/2836, 4-16=-54/582, 8-16=-824/175, 8-15=-2386/466, 10-15=-413/2566, 3-21=-305/1595, 8-10=-2310/454, 6-8=-3080/562 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 6-1-5, Interior(1) 6-1-5 to 17-1-6, Exterior(2) 17-1-6 to 22-11-14, Interior(1) 22-11-14 to 37-5-10, Exterior(2) 37-5-10 to 40-2-5, Interior(1) 40-2-5 to 43-5-1, Exterior(2) 43-5-1 to 50-9-6, Interior(1) 50-9-6 to 60-2-8 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 263 lb uplift at joint 22 and 244 lb uplift at joint 13. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss A6 Truss Type Roof Special Qty 4 Ply 1 WF55 Job Reference (optional) I38380348 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:06:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-JYgHkSVu0VVI_ECdtg8LtBqan5wjHW2s6P9_mvyiOIA Scale = 1:28.7 1 2 4 3 2x4 4x6 2x4 3x4 3-4-123-4-12 0-0-8 0-0-8 3-4-12 3-4-4 0-3-85-0-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.15 0.06 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 4 3-4 3 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=121/Mechanical, 3=124/Mechanical Max Horz 4=91(LC 11) Max Uplift 3=-114(LC 11) Max Grav 4=130(LC 20), 3=146(LC 18) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 114 lb uplift at joint 3. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss A7 Truss Type Roof Special Qty 4 Ply 1 WF55 Job Reference (optional) I38380349 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-nkEfxnWWnpd9cOnpRNfaPPMnWVHY0zN0L3vYIMyiOI9 Scale = 1:28.8 1 2 3 5 4 3x4 2x4 4x6 2x4 3x4 2-3-152-3-15 0-11-11 0-11-11 2-3-15 1-4-4 3-8-105-0-143-8-1012.00 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 0.03 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc purlins, except end verticals, and 2-0-0 oc purlins: 1-2. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=81/Mechanical, 4=81/Mechanical Max Horz 5=35(LC 11) Max Uplift 5=-13(LC 7), 4=-84(LC 11) Max Grav 5=91(LC 20), 4=96(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 0-11-11, Interior(1) 0-11-11 to 2-2-3 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 5 and 84 lb uplift at joint 4. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss CJ1 Truss Type Diagonal Hip Girder Qty 4 Ply 1 WF55 Job Reference (optional) I38380350 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Fwo287W9Y7l?EYM0?5ApycvrrvbTlQT9ajf5qoyiOI8 Scale = 1:33.3 1 2 4 3 5 6 8x8 2x4 4x6 TJC37 TJC37 5-3-115-3-11 5-3-11 5-3-11 0-11-125-7-1510.58 12 Plate Offsets (X,Y)-- [1:Edge,0-6-8], [4:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.49 0.17 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 -0.00 (loc) 3-4 3-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=310/0-3-7, 3=252/Mechanical Max Horz 4=134(LC 7) Max Uplift 3=-126(LC 7) Max Grav 4=310(LC 1), 3=275(LC 28) 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 ; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint 3. 6) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-3-3 oc max. starting at 0-10-14 from the left end to 3-2-2 to connect truss(es) to back face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) 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, 3-4=-20 Concentrated Loads (lb) Vert: 5=-102(B) 6=-59(B) September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss CJ2 Truss Type Diagonal Hip Girder Qty 2 Ply 1 WF55 Job Reference (optional) I38380351 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-j6MQMTXnJQusrixCZoh2VqS5GJwAUsPJoNOfNEyiOI7 Scale = 1:14.1 1 2 3 4 6 5 7 8 2x4 4x6 3x6 3x4 3x4 2x4 TJC37 TJC37 TJC37 3-7-153-7-15 6-5-52-9-6 -1-1-0 1-1-0 3-7-15 3-7-15 6-5-5 2-9-6 0-3-141-9-112.77 12 Plate Offsets (X,Y)-- [2:0-3-9,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-P 0.13 0.21 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=427/Mechanical, 2=383/0-3-10 Max Horz 2=55(LC 3) Max Uplift 5=-133(LC 7), 2=-127(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-657/194 BOT CHORD 2-6=-216/617, 5-6=-216/617 WEBS 3-5=-644/226 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 5. 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 TJC37 (4 nail, 22-30) or equivalent spaced at 2-7-6 oc max. starting at 3-2-6 from the left end to 5-9-12 to connect truss(es) to front face of bottom chord. 8) Use Simpson Strong-Tie TJC37 (4 nail, 150-157) or equivalent at 3-5-10 from the left end to connect truss(es) to back face of bottom chord, skewed 67.5 deg.to the right, sloping 0.0 deg. down. 9) Fill all nail holes where hanger is in contact with lumber. 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: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=-86(F=-40, B=-46) 8=-158(F) September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss D1 Truss Type Common Qty 1 Ply 1 WF55 Job Reference (optional) I38380352 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-CJwoZpYP4k0jTrWO6VCH11_E4iDpD8kS118CvgyiOI6 Scale = 1:75.9 1 2 3 4 5 6 7 89 14 13 12 11 10 15 16 17 18 19 20 3x4 4x6 3x4 3x4 3x6 4x12 2x4 4x12 2x4 5x6 3x4 5x6 7-5-37-5-3 14-6-137-1-11 22-0-07-5-3 -1-0-0 1-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 23-0-0 1-0-0 1-0-1412-0-141-0-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-4,0-1-8], [5:0-3-0,0-1-8], [8:0-3-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.32 0.44 0.81 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.21 0.01 (loc) 11-13 11-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 124 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)14=937/0-3-8, 10=937/0-3-8 Max Horz 14=-232(LC 9) Max Uplift 14=-213(LC 11), 10=-213(LC 12) Max Grav 14=969(LC 18), 10=969(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1035/264, 3-5=-981/425, 5-7=-980/425, 7-8=-1035/264, 2-14=-914/279, 8-10=-914/279 BOT CHORD 13-14=-270/389, 11-13=-27/492, 10-11=-108/262 WEBS 5-11=-303/573, 7-11=-404/337, 5-13=-303/573, 3-13=-404/338, 2-13=-18/522, 8-11=-27/529 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 23-0-0 zone; cantilever left and right exposed ;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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 14 and 213 lb uplift at joint 10. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss D2 Truss Type Common Qty 4 Ply 1 WF55 Job Reference (optional) I38380353 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-CJwoZpYP4k0jTrWO6VCH11_DsiDpD8YS118CvgyiOI6 Scale = 1:75.9 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 3x4 4x6 3x4 3x4 3x6 4x12 2x4 4x12 2x4 5x6 3x4 5x6 7-5-37-5-3 14-6-137-1-11 22-0-07-5-3 -1-0-0 1-0-0 5-7-12 5-7-12 11-0-0 5-4-4 16-4-4 5-4-4 22-0-0 5-7-12 1-0-1412-0-141-0-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-8], [5:0-3-0,0-1-8], [8:0-3-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.33 0.44 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.15 -0.21 0.01 (loc) 10-12 10-12 9 l/defl >999 >999 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 5-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)13=939/0-3-8, 9=867/0-3-8 Max Horz 13=225(LC 8) Max Uplift 13=-213(LC 11), 9=-204(LC 11) Max Grav 13=970(LC 18), 9=917(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1037/264, 3-5=-983/425, 5-7=-989/434, 7-8=-1037/262, 2-13=-915/279, 8-9=-862/242 BOT CHORD 12-13=-279/374, 10-12=-36/482 WEBS 5-10=-307/583, 7-10=-419/350, 5-12=-303/574, 3-12=-405/338, 2-12=-19/524, 8-10=-64/558 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, Interior(1) 14-0-0 to 21-10-4 zone; cantilever left and right exposed ;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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 13 and 204 lb uplift at joint 9. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss D3 Truss Type Common Qty 1 Ply 1 WF55 Job Reference (optional) I38380354 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-gVTAn9Z1r28a5?4agDjWaFXNT6bbym1cGhtlR7yiOI5 Scale: 1/4"=1' 1 2 3 4 5 8 7 6 9 10 11 12 4x6 2x4 2x4 4x12 6x8 6x8 6-4-06-4-0 12-8-06-4-0 -1-0-0 1-0-0 6-4-0 6-4-0 12-8-0 6-4-0 13-8-0 1-0-0 1-0-147-4-141-0-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-8,Edge], [4:0-3-8,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 0.41 0.21 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.05 0.01 (loc) 7 6-7 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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)8=564/0-3-8, 6=564/0-3-8 Max Horz 8=-142(LC 9) Max Uplift 8=-72(LC 11), 6=-72(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-478/106, 3-4=-478/106, 2-8=-509/143, 4-6=-509/143 BOT CHORD 7-8=-258/362, 6-7=-165/304 WEBS 2-7=-148/267, 4-7=-147/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-0, Exterior(2) 6-4-0 to 9-4-0, Interior(1) 9-4-0 to 13-8-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 6. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss D4 Truss Type Common Qty 1 Ply 1 WF55 Job Reference (optional) I38380355 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-8h1Y_VafcLGRi9fnEwEl6S4XBWweh6flVLdJzZyiOI4 Scale = 1:22.3 1 2 3 6 5 4 7 8 9 10 3x6 4x12 3x6 2x4 3x4 3x4 0-0-60-0-6 6-7-76-7-1 13-2-86-7-1 13-2-140-0-6 6-7-7 6-7-7 13-2-14 6-7-7 2-0-63-2-72-0-62.12 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [2:0-6-0,0-1-12], [3:Edge,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 0.47 0.29 0.52 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.08 0.02 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF 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)6=518/0-4-3, 4=518/0-4-3 Max Horz 6=-15(LC 12) Max Uplift 6=-81(LC 7), 4=-81(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-112/650, 4-5=-112/650 WEBS 2-6=-616/102, 2-4=-616/102 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-7-7, Exterior(2) 6-7-7 to 9-7-7, Interior(1) 9-7-7 to 13-1-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 6 and 81 lb uplift at joint 4. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss D5 Truss Type Common Qty 1 Ply 1 WF55 Job Reference (optional) I38380356 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-cubxCraHNfOIKJEzoem_fgcmvwIGQffuj?MsW?yiOI3 Scale = 1:23.3 1 2 3 6 5 4 7 8 9 103x4 4x12 3x4 2x4 3x4 3x4 0-0-60-0-6 4-7-74-7-1 9-2-84-7-1 9-2-140-0-6 4-7-7 4-7-7 9-2-14 4-7-7 2-8-143-6-112-8-142.12 12 Plate Offsets (X,Y)-- [2:0-6-0,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.22 0.13 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.02 0.01 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 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)6=358/0-4-3, 4=358/0-4-3 Max Horz 6=-10(LC 12) Max Uplift 6=-55(LC 7), 4=-55(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=-66/278, 4-5=-66/278 WEBS 2-6=-312/72, 2-4=-312/72 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 4-7-7, Exterior(2) 4-7-7 to 7-7-7, Interior(1) 7-7-7 to 9-1-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 6 and 55 lb uplift at joint 4. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss D6 Truss Type Common Qty 1 Ply 1 WF55 Job Reference (optional) I38380357 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-cubxCraHNfOIKJEzoem_fgcoxwKjQhRuj?MsW?yiOI3 Scale = 1:24.3 1 2 3 6 5 4 2x4 2x4 2x4 3x4 4x12 3x4 0-0-60-0-6 2-7-72-7-1 5-2-82-7-1 5-2-140-0-6 2-7-7 2-7-7 5-2-14 2-7-7 3-5-63-10-143-5-62.12 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.09 0.04 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)6=198/0-4-3, 4=198/0-4-3 Max Horz 6=-6(LC 12) Max Uplift 6=-28(LC 7), 4=-28(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 6 and 28 lb uplift at joint 4. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss D7 Truss Type Common Qty 1 Ply 1 WF55 Job Reference (optional) I38380358 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-449JPBbv8zW9yTp9LLHDCt9_CKgt9872yf6P2SyiOI2 Scale = 1:16.4 1 2 3 4 5 6 4x6 3x6 3x6 2x4 2-0-02-0-0 4-0-02-0-0 -0-6-0 0-6-0 2-0-0 2-0-0 4-0-0 2-0-0 4-6-0 0-6-0 0-8-72-8-70-8-712.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-0], [2:0-0-1,0-3-11], [4:0-0-0,0-0-0], [4:0-0-1,0-3-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.05 0.05 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 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 WEDGE Left: 2x6 SPF No.2 , Right: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=187/0-3-8, 4=187/0-3-8 Max Horz 2=-48(LC 9) Max Uplift 2=-26(LC 11), 4=-26(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G1 Truss Type Roof Special Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380359 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-YGjhcXcYvGe0ZdOMv3oSk5i3Bju_uM6BBJrzauyiOI1 Scale = 1:45.6 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 111920212223242526 8x8 6x8 6x10 4x6 4x6 2x4 4x12 2x4 5x6 4x12 6x10 2x4 8x8 3x4 12x12 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 Special 4-8-144-8-14 8-8-144-0-0 12-8-144-0-0 16-4-03-7-2 19-0-42-8-4 22-0-02-11-12 -1-0-0 1-0-0 4-8-14 4-8-14 8-8-14 4-0-0 12-8-14 4-0-0 13-8-0 0-11-2 16-4-0 2-8-0 19-0-4 2-8-4 22-0-0 2-11-12 23-0-0 1-0-0 1-0-145-9-126-8-141-0-146-8-1412.00 12 Plate Offsets (X,Y)-- [2:0-3-10,0-3-10], [3:0-6-4,0-1-12], [5:0-5-4,0-3-0], [6:0-2-8,Edge], [7:0-4-4,0-1-12], [8:0-3-8,0-3-0], [11:0-4-0,0-4-8], [14:0-2-4,0-2-0], [18:Edge,0-5-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.42 0.57 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.12 -0.20 0.04 (loc) 14-16 14-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-18,9-11: 2x8 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-4 max.): 3-5, 6-7. BOT CHORD Rigid ceiling directly applied or 6-10-7 oc bracing. WEBS 1 Row at midpt 5-14, 3-18 REACTIONS.(lb/size)11=2177/0-3-8, 18=2064/0-3-8 Max Horz 18=-132(LC 5) Max Uplift 11=-1162(LC 8), 18=-1140(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-738/550, 3-4=-2039/1248, 4-5=-2039/1247, 5-6=-2861/1727, 6-7=-1457/886, 7-8=-2032/1189, 8-9=-588/387, 2-18=-702/486, 9-11=-562/341 BOT CHORD 17-18=-766/1417, 16-17=-775/1432, 14-16=-1115/2078, 13-14=-889/1719, 12-13=-735/1374, 11-12=-735/1374 WEBS 3-17=-325/535, 3-16=-667/1112, 4-16=-289/154, 5-14=-2009/1262, 6-14=-1563/2525, 6-13=-741/436, 7-13=-796/1281, 3-18=-1546/863, 8-11=-1746/909 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1162 lb uplift at joint 11 and 1140 lb uplift at joint 18. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 17-11-4 to connect truss(es) to 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) 298 lb down and 273 lb up at 19-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 7-9=-60, 9-10=-60, 11-18=-20 Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G1 Truss Type Roof Special Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380359 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:08 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-YGjhcXcYvGe0ZdOMv3oSk5i3Bju_uM6BBJrzauyiOI1 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=-259(F) 13=-242(F) 19=-235(F) 20=-201(F) 21=-201(F) 22=-208(F) 23=-242(F) 24=-242(F) 25=-242(F) 26=-298(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 19-4407A Truss G2 Truss Type Half Hip Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380360 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-gm?bLzmirGHAddusAHXVmqkLPzRcRTw6AqV9WeyiOHq Scale = 1:19.6 1 2 3 4 7 6 5 8 9 4x12 2x4 4x6 2x4 3x10 LU24 LU24 2-7-32-7-3 6-0-03-4-13 -1-0-0 1-0-0 2-7-3 2-7-3 6-0-0 3-4-13 0-10-143-0-1410.00 12 Plate Offsets (X,Y)-- [2:0-6-5,0-1-8], [3:0-10-4,0-2-0] 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 0.14 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=255/Mechanical, 7=342/0-3-8 Max Horz 7=106(LC 7) Max Uplift 5=-176(LC 4), 7=-150(LC 7) Max Grav 5=259(LC 31), 7=345(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-286/141 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=176. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 4-0-12 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) 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, 5-7=-20 Concentrated Loads (lb) Vert: 8=-44(B) 9=-28(B) September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G3 Truss Type Half Hip Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380361 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-c97MmfnyNtXutw1EHiZzrFpfBm0fvNpPe8_GbWyiOHo Scale = 1:19.6 1 2 3 4 7 6 5 8 9 10 4x12 3x4 4x6 2x4 3x6 LU24 LU24 LU24 2-7-32-7-3 7-0-04-4-13 -1-0-0 1-0-0 2-7-3 2-7-3 7-0-0 4-4-13 0-10-143-0-1410.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-1-8], [3:0-10-4,0-2-0] 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 0.31 0.49 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.09 -0.14 -0.00 (loc) 5-6 5-6 5 l/defl >921 >574 n/a L/d 240 180 n/a PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 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 6-0-0 oc bracing. REACTIONS.(lb/size)5=318/Mechanical, 7=389/0-3-8 Max Horz 7=106(LC 7) Max Uplift 5=-253(LC 4), 7=-186(LC 7) Max Grav 5=338(LC 31), 7=394(LC 28) 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=253. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie 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 6-0-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 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, 5-7=-20 Concentrated Loads (lb) Vert: 8=-44(F) 9=-28(F) 10=-30(F) September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G4 Truss Type Roof Special Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380362 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-4Lhkz?oa7BflU4cQrQ4COTMqDAMeeqrYsojp7zyiOHn Scale = 1:36.4 1 2 3 4 5 8 7 6 4x12 3x4 2x4 4x6 3x6 2x4 TJC37 2-7-32-7-3 3-7-31-0-0 7-0-03-4-13 -1-0-0 1-0-0 2-7-3 2-7-3 3-7-3 1-0-0 7-0-0 3-4-13 0-10-143-0-145-10-143-0-1410.00 12 Plate Offsets (X,Y)-- [2:0-3-12,0-1-8], [3:0-10-4,0-2-0], [4:0-1-12,0-1-8], [5:0-2-15,0-0-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.29 0.51 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.06 -0.14 -0.00 (loc) 6-7 6-7 6 l/defl >999 >578 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 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 6-0-0 oc bracing. REACTIONS.(lb/size)6=279/Mechanical, 8=370/0-3-8 Max Horz 8=211(LC 7) Max Uplift 6=-196(LC 7), 8=-70(LC 7) Max Grav 6=326(LC 28), 8=370(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=-110/255 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=196. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-7-3 from the left end to connect truss(es) to back face of bottom chord, skewed 50.2 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 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, 6-8=-20 Concentrated Loads (lb) Vert: 7=-43(B) September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G5 Truss Type Half Hip Girder Qty 2 Ply 1 WF55 Job Reference (optional) I38380363 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-YYF6BLpCuVnc6EBdP7bRwgv23apbNHVh5STMgPyiOHm Scale: 3/4"=1' 1 2 3 4 6 5 7 3x4 2x4 4x6 2x4 3x4 TJC37 1-6-01-6-0 2-0-00-6-0 -1-0-0 1-0-0 1-6-0 1-6-0 2-0-0 0-6-0 1-0-142-6-1412.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.09 0.01 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 6 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 13 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.(lb/size)5=61/Mechanical, 6=164/0-3-8 Max Horz 6=85(LC 7) Max Uplift 5=-93(LC 7), 6=-3(LC 7) Max Grav 5=91(LC 32), 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 ; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 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) 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, 5-6=-20 Concentrated Loads (lb) Vert: 7=-20(B) September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G6 Truss Type Roof Special Girder Qty 1 Ply 2 WF55 Job Reference (optional) I38380364 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-0koUOgqqfovSkOmpzr7gTuRCM_2b6fQrK6CwCryiOHl Scale = 1:33.8 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 3x4 4x6 5x6 5x6 3x4 3x4 4x6 3x6 3x4 10x12 4x6 3x6 8x8 3x4 6x8 3x4 HUS26 HUS26 Special HUS26 HUS26 1-11-151-11-15 4-6-152-7-0 5-11-11-4-3 7-10-111-11-10 8-6-10-7-6 10-5-11-11-0 10-5-40-0-3 -1-0-0 1-0-0 0-10-15 0-10-15 1-11-15 1-1-0 3-10-5 1-10-6 4-6-15 0-8-10 5-0-9 0-5-10 5-5-7 0-4-15 5-11-1 0-5-10 6-7-11 0-8-10 7-10-11 1-3-0 8-6-1 0-7-6 9-7-1 1-1-0 10-5-4 0-10-3 1-0-141-11-134-6-75-1-141-1-105-1-1412.00 12 10.39 12 7.71 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-12], [4:0-1-8,0-1-8], [8:0-2-0,0-1-5], [9:0-1-8,0-1-8], [11:0-2-0,0-2-0], [13:0-3-8,0-4-8], [16:0-3-8,0-4-12], [17:0-3-0,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.48 0.36 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.02 -0.04 0.01 (loc) 14 14 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 152 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 6-7: 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-17,11-12: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)17=4108/0-3-10, 12=5442/0-3-4 (req. 0-4-4) Max Horz 17=89(LC 4) Max Uplift 17=-660(LC 7), 12=-610(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3714/590, 3-4=-3686/596, 4-5=-3281/484, 5-6=-3035/473, 6-7=-2521/398, 7-8=-3121/456, 8-9=-3179/453, 9-10=-3545/445, 10-11=-3570/438, 2-17=-3920/632, 11-12=-3513/435 BOT CHORD 15-16=-459/2701, 14-15=-304/2382, 13-14=-306/2594 WEBS 5-15=-83/426, 6-15=-233/1454, 7-14=-186/1617, 4-16=-220/546, 4-15=-342/177, 2-16=-440/2934, 9-13=-45/546, 11-13=-313/2686, 9-14=-304/62, 7-15=-153/525 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, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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 live load of 20.0psf on the bottom chord in 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) WARNING: Required bearing size at joint(s) 12 greater than input bearing size. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 17 and 12. This connection is for uplift only and does not consider lateral forces. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Use Simpson Strong-Tie HUS26 (14-10d Girder, 6-10d Truss) or equivalent spaced at 4-0-0 oc max. starting at 1-11-12 from the left end to 10-2-8 to connect truss(es) to back 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) 1791 lb down and 220 lb up at 5-11-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G6 Truss Type Roof Special Girder Qty 1 Ply 2 WF55 Job Reference (optional) I38380364 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:26 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-0koUOgqqfovSkOmpzr7gTuRCM_2b6fQrK6CwCryiOHl 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, 7-8=-60, 8-10=-60, 10-11=-60, 12-17=-20 Concentrated Loads (lb) Vert: 12=-1730(B) 14=-1723(B) 16=-1785(B) 13=-1723(B) 18=-1717(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 19-4407A Truss G7 Truss Type Roof Special Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380365 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-VwMtc0rSQ61JLYL?WYev?5_NJOTMrBR_YmyTkHyiOHk Scale = 1:30.0 1 2 3 4 5 6 7 8 9 10 11 12 131415 16 17 18 4x6 3x4 4x6 4x6 3x4 4x6 3x10 4x6 3x10 4x6 10x12 TJC37 TJC37 Special TJC37 Special TJC37 2-11-52-11-5 4-8-111-9-6 7-1-72-4-12 10-0-122-11-5 -1-2-2 1-2-2 2-11-5 2-11-5 4-0-4 1-0-15 4-8-11 0-8-7 5-4-1 0-7-7 6-0-8 0-8-7 7-1-7 1-0-15 10-0-12 2-11-5 11-2-14 1-2-2 1-1-23-7-114-4-04-6-141-1-24-6-1410.39 12 7.71 12 4.10 12 Plate Offsets (X,Y)-- [2:0-7-12,0-0-4], [5:0-2-0,0-1-2], [8:0-2-0,0-1-2], [11:0-7-12,0-0-4] 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 0.17 0.19 0.05 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.02 0.01 (loc) 11-13 11-13 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 61 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 2x6 SPF No.2 -H 2-1-5, Right 2x6 SPF No.2 -H 2-1-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=689/0-3-7, 11=695/0-3-7 Max Horz 2=-83(LC 5) Max Uplift 2=-351(LC 7), 11=-357(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-689/395, 4-5=-553/394, 5-6=-515/393, 6-7=-475/365, 7-8=-514/391, 8-9=-551/393, 9-11=-686/393 BOT CHORD 2-13=-274/444, 11-13=-238/419 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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 TJC37 (4 nail 90-150) or equivalent at 2-11-5 from the left end to connect truss(es) to back face of bottom chord, skewed 50.0 deg.to the right, sloping 0.0 deg. down. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 4-0-4 from the left end to connect truss(es) to back face of bottom chord, skewed 30.0 deg.to the right, sloping 0.0 deg. down. 10) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 5-4-1 from the left end to connect truss(es) to back face of bottom chord, skewed 10.0 deg.to the left, sloping 0.0 deg. down. 11) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 7-1-7 from the left end to connect truss(es) to back face of bottom chord, skewed 50.0 deg.to the left, sloping 0.0 deg. down. 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) 106 lb down and 118 lb up at 4-8-11, and 92 lb down and 111 lb up at 6-0-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G7 Truss Type Roof Special Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380365 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:27 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-VwMtc0rSQ61JLYL?WYev?5_NJOTMrBR_YmyTkHyiOHk LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 7-8=-60, 8-9=-60, 9-12=-60, 2-11=-20 Concentrated Loads (lb) Vert: 13=-97(B) 14=-40(B) 15=-82(B) 16=-97(B) 17=-82(B) 18=-40(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 19-4407A Truss G8 Truss Type Roof Special Girder Qty 1 Ply 2 WF55 Job Reference (optional) I38380366 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-RJUd0isjyjH1brVOezgN5W3g4B50JxHH04RapAyiOHi Scale = 1:80.8 1 2 3 4 56 7 8 9 10 11 12 13 14 15 16 27 26 25 24 23 22 21 20 19 18 172829303132333435363738394041424344454647484950 51 6x8 6x10 3x6 5x6 4x6 3x6 3x6 4x6 2x4 4x12 4x12 2x4 4x12 3x6 2x4 4x12 2x4 4x12 3x10 3x6 2x4 4x6 3x6 4x6 4x6 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 6-10-116-10-11 10-11-74-0-12 16-8-25-8-11 20-5-43-9-2 26-3-55-10-1 32-1-65-10-1 37-11-75-10-1 41-5-83-6-0 45-3-03-9-8 -1-0-0 1-0-0 6-10-11 6-10-11 10-11-7 4-0-12 11-4-5 0-4-14 16-8-2 5-3-13 20-5-4 3-9-2 26-3-5 5-10-1 32-1-6 5-10-1 37-11-7 5-10-1 41-5-8 3-6-0 45-3-0 3-9-8 46-3-0 1-0-0 0-10-146-7-126-11-130-10-146-11-1310.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-2-0], [6:Edge,0-2-8], [8:0-6-0,0-1-12], [12:0-4-4,0-2-0], [21:0-4-12,0-2-0], [23:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.28 0.37 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.05 -0.10 0.03 (loc) 18-19 2-27 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 537 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 -H 4-6-5, Right 2x4 SPF No.2 -H 2-5-0 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, 6-12. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 23-24,21-23. REACTIONS.(lb/size)2=1528/0-3-8, 23=4714/0-3-8 (req. 0-3-11), 15=1994/0-3-8 Max Horz 2=-135(LC 5) Max Uplift 2=-574(LC 7), 23=-2437(LC 3), 15=-789(LC 8) Max Grav 2=1536(LC 18), 23=4714(LC 1), 15=1994(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1585/638, 4-5=-1018/534, 5-6=-1066/568, 8-10=-904/511, 10-11=-904/511, 11-12=-1550/776, 12-13=-2024/946, 13-15=-2417/982 BOT CHORD 2-27=-503/1100, 26-27=-510/1118, 24-26=-462/929, 23-24=-903/564, 21-23=-903/564, 19-21=-832/1700, 18-19=-832/1700, 17-18=-661/1710, 15-17=-661/1710 WEBS 4-27=-330/771, 5-26=-532/246, 6-26=-642/1231, 6-24=-1258/606, 8-24=-987/1957, 8-23=-3982/1986, 8-21=-1396/2658, 10-21=-347/133, 11-21=-1225/594, 11-19=-445/849, 11-18=-318/237, 12-18=-533/976, 13-18=-260/125, 13-17=-68/325 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) 23 greater than input bearing size. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=2437. 10) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 15. 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) 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 43-2-4 to connect truss(es) to back face of bottom chord. Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G8 Truss Type Roof Special Girder Qty 1 Ply 2 WF55 Job Reference (optional) I38380366 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:30 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-vV2?E2tLj1PuC?4aCgBcdkcrqbRF2NXQFkA7LcyiOHh NOTES- 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-6=-60, 6-12=-60, 12-16=-60, 2-15=-20 Concentrated Loads (lb) Vert: 25=-201(B) 17=-201(B) 20=-201(B) 28=-233(B) 29=-201(B) 30=-201(B) 31=-201(B) 32=-201(B) 34=-201(B) 36=-201(B) 37=-201(B) 38=-201(B) 39=-201(B) 41=-201(B) 42=-201(B) 43=-201(B) 44=-201(B) 46=-201(B) 48=-201(B) 49=-201(B) 50=-201(B) 51=-233(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 19-4407A Truss G9 Truss Type Roof Special Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380367 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-ruAmfkubFefcSJDzJ5D4i9h2MP3SWFbji2fEPVyiOHf Scale = 1:82.8 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 1324252627282930313233 6x8 5x6 6x8 6x10 WB 6x8 4x6 4x6 4x12 4x6 3x6 3x6 4x6 4x6 3x6 6x8 3x6 3x6 8x8 10x12 LU24 2-4-22-4-2 6-4-154-0-12 13-5-17-0-2 20-5-47-0-3 28-7-58-2-1 36-9-78-2-2 45-3-08-5-9 -1-0-0 1-0-0 2-4-2 2-4-2 6-4-15 4-0-12 11-2-13 4-9-14 16-0-10 4-9-14 24-7-14 8-7-4 33-3-2 8-7-4 39-1-5 5-10-3 45-3-0 6-1-11 46-3-0 1-0-0 0-10-142-10-510-10-120-10-1410-10-1210.00 12 Plate Offsets (X,Y)-- [2:Edge,0-6-6], [3:0-6-4,0-2-0], [6:0-4-8,0-1-8], [7:0-4-4,Edge], [9:0-6-4,0-2-0], [11:0-1-12,0-1-7], [13:Edge,0-3-4], [23:0-1-12,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.86 0.64 0.83 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.13 -0.23 0.01 (loc) 14-16 13-14 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 247 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-9: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 20-23: 2x6 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4, 6-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-18, 8-18, 9-16 REACTIONS.(lb/size)23=545/0-3-8, 18=2443/(0-3-8 + H10A Simpson Strong-Tie) (req. 0-4-1), 13=765/0-3-8 Max Horz 23=210(LC 6) Max Uplift 23=-131(LC 7), 18=-295(LC 7), 13=-145(LC 27) Max Grav 23=560(LC 18), 18=2591(LC 2), 13=881(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-517/111, 3-4=-572/74, 4-5=-881/192, 5-6=0/259, 6-8=-33/692, 9-10=-830/256, 10-11=-472/205, 2-23=-529/121, 11-13=-468/197 BOT CHORD 21-22=-189/429, 18-19=-330/227, 16-18=-258/197, 14-16=-16/392, 13-14=-41/646 WEBS 3-21=-33/276, 4-21=-761/205, 5-21=-225/913, 5-19=-477/249, 6-19=-202/728, 6-18=-1125/247, 8-18=-1361/223, 8-16=-57/825, 9-16=-523/111, 9-14=-165/614, 10-14=-299/230, 2-22=-48/360, 10-13=-533/24 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 18. This connection is for uplift only and does not consider lateral forces. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 23 and 13. 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 1-8-12 from the left end to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 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 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G9 Truss Type Roof Special Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380367 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:32 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-ruAmfkubFefcSJDzJ5D4i9h2MP3SWFbji2fEPVyiOHf LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-6=-60, 6-9=-60, 9-11=-60, 11-12=-60, 13-23=-20 Concentrated Loads (lb) Vert: 24=-19(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 19-4407A Truss G10 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380368 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-UfrR1CdoRuukpwYk1UqwpWnHAXT4MLcUedK4fnyiOI? Scale = 1:81.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 1524252627282930 3x6 8x8 3x6 5x6 6x8 4x6 4x12 4x6 4x6 2x4 2x4 10x12 4x6 3x4 3x6 3x4 3x4 3x4 8x8 2x4 2x4 8x8 4x6 LU24 LU24 LU24 5-7-05-7-0 10-10-85-3-8 20-1-119-3-3 29-4-159-3-4 36-8-127-3-13 40-0-23-3-6 43-7-03-6-14 -1-0-0 1-0-0 5-7-0 5-7-0 10-10-8 5-3-8 12-1-6 1-2-14 17-10-9 5-9-3 23-7-12 5-9-3 29-4-15 5-9-3 36-8-12 7-3-13 40-0-2 3-3-6 43-7-0 3-6-14 0-10-144-10-1311-0-02-10-132-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [4:0-1-8,0-1-8], [7:0-6-0,0-1-12], [11:0-3-0,0-2-1], [12:0-5-4,0-3-0], [14:0-2-0,0-1-8], [15:Edge,0-3-8], [16:0-1-8,0-4-0], [18:0-2-12,Edge], [21:0-6-0,0-3-0], [23:0-1-12,0-1-8] 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 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.90 0.91 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.71 0.20 (loc) 20-21 20-21 15 l/defl >999 >737 n/a L/d 240 180 n/a PLATES MT20 Weight: 254 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 11-12,1-5: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 19-21,18-19: 2x4 SP 2400F 2.0E, 15-18: 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-8-4 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-15 max.): 7-11, 12-14. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 6-21 WEBS 1 Row at midpt 8-21, 10-20, 10-18, 12-18 REACTIONS.(lb/size)15=1805/Mechanical, 2=1803/0-3-8 Max Horz 2=226(LC 7) Max Uplift 15=-392(LC 8), 2=-206(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2342/246, 4-6=-2551/348, 6-7=-2495/454, 7-8=-1669/306, 8-10=-2233/317, 10-11=-1956/318, 11-12=-2655/313, 12-13=-2231/430, 13-14=-2230/430, 14-15=-1727/351 BOT CHORD 2-23=-311/1632, 6-21=-258/156, 20-21=-347/2154, 18-20=-329/2194, 17-18=-616/3998, 16-17=-614/4003 WEBS 4-23=-533/153, 21-23=-326/1754, 4-21=-74/384, 7-21=-270/1432, 8-21=-840/223, 8-20=-39/364, 10-18=-544/200, 11-18=-173/1267, 12-18=-2182/510, 12-16=-2231/243, 14-16=-521/2728 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 392 lb uplift at joint 15. 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 LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 39-2-4 from the left end to 42-4-4 to connect truss(es) to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) StandardContinued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G10 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380368 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:10 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-UfrR1CdoRuukpwYk1UqwpWnHAXT4MLcUedK4fnyiOI? LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-60, 7-11=-60, 11-12=-60, 12-14=-60, 2-22=-20, 15-21=-20 Concentrated Loads (lb) Vert: 28=-24(F) 29=-24(F) 30=-24(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 19-4407A Truss G11 Truss Type Half Hip Girder Qty 2 Ply 1 WF55 Job Reference (optional) I38380369 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-UfrR1CdoRuukpwYk1UqwpWnQZXgsMV6UedK4fnyiOI? Scale = 1:16.2 1 2 3 4 7 6 5 8 9 4x12 2x4 4x6 2x4 3x4 3x4 TJC37 Special LU24 1-4-131-4-13 6-0-04-7-3 -1-0-0 1-0-0 1-4-13 1-4-13 6-0-0 4-7-3 1-0-142-5-1112.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-10-8,0-2-0] 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 0.09 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 5-6 5-6 5 l/defl >999 >999 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 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=253/Mechanical, 7=341/0-3-8 Max Horz 7=69(LC 7) Max Uplift 5=-111(LC 4), 7=-113(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-357/133 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 111 lb uplift at joint 5. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-6-0 from the left end to connect truss(es) to back face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 10) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 4-0-12 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 54 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, 5-7=-20 Concentrated Loads (lb) Vert: 6=-13(B) 8=-28(B) 9=-28(B) September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G12 Truss Type Common Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380370 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-R2yCSuf2yV8S2Ei78usOvxslKLIGqMzn6wpAifyiOHz Scale = 1:49.4 1 2 3 4 5 6 7 17 15 12 9 8 16 14 13 11 10 20 21 22 23 24 25 4x6 3x4 3x4 3x6 2x4 3x6 2x4 2x4 2x4 2x4 2x4 3x6 3x6 2x4 2x4 2x4 10x12 TJC37 LU24 LU24 LU24 TJC37 3-2-03-2-0 4-3-131-1-13 6-4-02-0-3 8-4-32-0-3 9-6-01-1-13 12-8-03-2-0 -1-0-0 1-0-0 3-3-12 3-3-12 4-3-13 1-0-1 6-4-0 2-0-3 8-4-3 2-0-3 9-4-4 1-0-1 12-8-0 3-3-12 13-8-0 1-0-0 1-0-147-4-141-0-141-0-012.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-4], [6:0-3-0,0-1-4], [13:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.35 0.35 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.18 -0.24 0.01 (loc) 16 16 8 l/defl >522 >382 n/a L/d 240 180 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 *Except* 10-16: 2x6 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. JOINTS 1 Brace at Jt(s): 13 REACTIONS.All bearings 3-5-8. (lb) - Max Horz 17=-142(LC 31) Max Uplift All uplift 100 lb or less at joint(s) 15, 9 except 17=-118(LC 8), 8=-122(LC 7) Max Grav All reactions 250 lb or less at joint(s) 15, 15, 9, 9 except 17=451(LC 1), 8=451(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-384/142, 3-4=-292/235, 4-5=-296/239, 5-6=-384/146, 2-17=-424/135, 6-8=-424/131 BOT CHORD 12-15=0/632, 9-12=0/632 WEBS 4-13=-261/190, 9-13=-455/0, 13-15=-455/0 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 17, 8, 15, and 9. This connection is for uplift only and does not consider lateral forces. 8) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 4-2-0 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the right, sloping 0.0 deg. down. 9) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 1-6-0 oc max. starting at 4-10-0 from the left end to 7-10-0 to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 8-6-0 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 11) Fill all nail holes where hanger is in contact with lumber. 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 Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G12 Truss Type Common Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380370 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:12 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-R2yCSuf2yV8S2Ei78usOvxslKLIGqMzn6wpAifyiOHz LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 8-17=-20, 10-16=-20 Concentrated Loads (lb) Vert: 20=14(B) 23=14(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 19-4407A Truss G13 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 WF55 Job Reference (optional) I38380371 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-rdeK4whxFQW0vhQip1Q5WZUJXYIW1YjDou2rJ_yiOHw Scale = 1:103.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 35 36 37 38 39 40 41 42 43 44 45 46 4748 49 50 51 52 5354 55 8x8 8x8 10x12 10x12 10x12 8x8 10x12 8x8 6x8 6x8 3x6 3x6 10x12 3x6 6x8 3x6 4x12 3x6 5x6 10x12 5x6 3x6 5x6 4x12 10x12 6x8 3x6 5x6 4x12 6x8 8x8 6x8 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU24 LU26 LU24 LU26 LU24 LU24 LU24 LU24 LU24 LU24 LU26 LU24 LU26 LU24 LU24 LU24 LU24 LU24 4-10-12 4-10-12 8-9-1 3-10-5 12-5-10 3-8-9 16-3-15 3-10-5 19-1-8 2-9-9 21-11-1 2-9-9 27-3-8 5-4-7 32-7-15 5-4-7 35-5-8 2-9-9 38-3-1 2-9-9 42-4-6 4-1-5 45-2-11 2-10-6 48-1-1 2-10-6 50-8-12 2-7-11 50-9-8 0-0-12 -1-0-0 1-0-0 4-10-12 4-10-12 8-9-1 3-10-5 12-5-10 3-8-9 16-3-15 3-10-5 19-1-8 2-9-9 21-11-1 2-9-9 27-3-8 5-4-7 32-7-15 5-4-7 35-5-8 2-9-9 38-3-1 2-9-9 42-4-6 4-1-5 45-2-11 2-10-6 48-1-1 2-10-6 50-9-8 2-8-7 52-2-8 1-5-0 0-10-144-11-137-9-61-0-142-0-04-11-1310.00 12 12.00 12 8.49 12 Plate Offsets (X,Y)-- [3:0-5-4,0-4-0], [6:0-3-12,0-4-0], [7:0-6-0,0-2-12], [11:0-3-0,0-4-0], [20:0-5-8,0-5-0], [22:0-3-8,0-3-0], [23:0-6-0,0-4-4], [29:0-6-0,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.51 0.87 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.53 -0.98 0.04 (loc) 26-27 26-27 16 l/defl >999 >620 n/a L/d 240 180 n/a PLATES MT20 Weight: 1553 lb FT = 20% GRIP 169/123 LUMBER- TOP CHORD 2x8 SP 2250F 1.8E BOT CHORD 2x10 SP 2250F 1.9E *Except* 13-21: 2x4 SPF-S 1650F 1.6E WEBS 2x4 SPF No.2 *Except* 7-29,11-23: 2x4 SPF-S 1650F 1.6E BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6, 8-10, 12-15. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=4402/0-3-8, 16=4481/0-3-7 Max Horz 2=135(LC 23) Max Uplift 2=-2151(LC 7), 16=-2144(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6224/3108, 3-4=-7472/3841, 4-5=-7469/3840, 5-6=-11656/5895, 6-7=-11002/5536, 7-8=-11057/5583, 8-9=-13436/6748, 9-10=-12646/6285, 10-11=-9915/4954, 11-12=-9912/4931, 12-13=-13544/6746, 13-14=-13478/6716, 14-15=-5204/2593, 15-16=-6540/3197 BOT CHORD 2-34=-2363/4596, 33-34=-2373/4614, 32-33=-5124/10073, 30-32=-5124/10073, 29-30=-5916/11727, 27-29=-6694/13423, 26-27=-6918/13987, 24-26=-6918/13987, 23-24=-6170/12605, 22-23=-5009/10206, 21-22=-313/634, 20-21=-233/392, 13-20=-164/269, 19-20=-4614/9422, 18-19=-4614/9422, 16-18=-2383/4955 WEBS 3-34=-270/512, 3-33=-2164/4248, 5-33=-3982/1984, 5-32=-373/610, 5-30=-1209/2427, 6-30=-1963/923, 6-29=-6194/3208, 7-29=-7228/14212, 8-29=-9271/4621, 8-27=-302/529, 9-27=-890/413, 9-26=-639/1020, 9-24=-1846/938, 10-24=-696/1267, 10-23=-9359/4654, 11-23=-6440/12791, 12-23=-5005/2563, 12-22=-4643/2228, 20-22=-5216/10626, 12-20=-1983/4013, 14-20=-2534/5104, 14-19=-191/309, 14-18=-5526/2762, 15-18=-1895/3822 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G13 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 3 WF55 Job Reference (optional) I38380371 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:15 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-rdeK4whxFQW0vhQip1Q5WZUJXYIW1YjDou2rJ_yiOHw NOTES- 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=2151, 16=2144. 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 LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 4-0-0 oc max. starting at 2-0-12 from the left end to 47-0-12 to connect truss(es) to front face of bottom chord. 11) Use Simpson Strong-Tie LU26 (6-10d Girder, 4-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 12-4-0 oc max. starting at 17-1-8 from the left end to 37-5-8 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-6=-60, 6-7=-60, 7-8=-60, 8-10=-60, 10-11=-60, 11-12=-60, 12-15=-60, 15-17=-60, 2-21=-20, 16-20=-20 Concentrated Loads (lb) Vert: 29=-242(F) 26=-118(F) 23=-242(F) 19=-116(F) 35=-137(F) 36=-118(F) 37=-118(F) 38=-118(F) 39=-118(F) 40=-118(F) 41=-104(F) 42=-61(F) 43=-542(F) 44=-542(F) 45=-61(F) 46=-104(F) 47=-118(F) 48=-104(F) 49=-61(F) 50=-542(F) 51=-542(F) 52=-61(F) 53=-104(F) 54=-118(F) 55=-172(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 19-4407A Truss G14 Truss Type Common Girder Qty 1 Ply 2 WF55 Job Reference (optional) I38380372 8.310 s Jul 27 2019 MiTek Industries, Inc. Tue Sep 3 10:31:06 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-P60qPuI2hybsq_Q?IVl92jkdFrVCn8rbRcNnEbyhMv3 Scale = 1:49.0 1 2 3 4 5 6 7 12 11 10 9 81314151617 18 4x9 12x12 3x6 7x12 3x4 2x8 3x6 7x12 3x4 2x8 9x14 MT18HS 9x14 MT18HS Special Special Special Special Special Special 2-3-112-3-11 4-3-132-0-3 6-4-02-0-3 8-4-32-0-3 10-4-52-0-3 12-8-02-3-11 2-3-11 2-3-11 4-3-13 2-0-3 6-4-0 2-0-3 8-4-3 2-0-3 10-4-5 2-0-3 12-8-0 2-3-11 1-0-147-4-141-0-1412.00 12 Plate Offsets (X,Y)-- [1:0-0-12,Edge], [1:0-4-7,0-2-9], [1:0-0-15,0-0-0], [2:0-1-4,0-1-8], [3:0-2-8,0-1-8], [5:0-2-4,0-1-8], [6:0-1-4,0-1-8], [7:0-3-8,0-1-10], [7:0-0-12,Edge], [7:0-0-15 ,0-0-0], [8:0-6-8,0-1-0], [9:0-3-8,0-4-12], [10:0-6-0,0-7-0], [11:0-3-8,0-4-12], [12:0-6-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.64 0.98 0.82 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.12 0.02 (loc) 10 10 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT18HS Weight: 239 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x10 SP No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x12 SP No.2 , Right: 2x12 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=7738/0-3-8 (req. 0-6-1), 7=6646/0-3-8 (req. 0-5-3) Max Horz 1=-132(LC 22) Max Uplift 1=-994(LC 8), 7=-766(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-7050/878, 2-3=-5913/755, 3-4=-4943/668, 4-5=-4943/668, 5-6=-5946/749, 6-7=-7078/835 BOT CHORD 1-13=-567/4305, 12-13=-567/4305, 12-14=-567/4305, 11-14=-567/4305, 11-15=-497/4128, 10-15=-497/4128, 10-16=-456/4152, 9-16=-456/4152, 9-17=-485/4320, 8-17=-485/4320, 8-18=-485/4320, 7-18=-485/4320 WEBS 4-10=-880/6685, 5-10=-1625/269, 5-9=-272/2182, 6-9=-302/105, 6-8=-160/1469, 3-10=-1566/279, 3-11=-284/2127, 2-11=-317/140, 2-12=-214/1479 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x10 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 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) All plates are MT20 plates unless otherwise indicated. 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) WARNING: Required bearing size at joint(s) 1, 7 greater than input bearing size. 8) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 994 lb uplift at joint 1 and 766 lb uplift at joint 7. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2090 lb down and 331 lb up at 0-8-12, 2166 lb down and 308 lb up at 2-8-12, 2326 lb down and 252 lb up at 4-8-12, 2378 lb down and 283 lb up at 6-8-12, and 2325 lb down and 291 lb up at 8-8-12, and 2246 lb down and 253 lb up at 10-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) StandardContinued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G14 Truss Type Common Girder Qty 1 Ply 2 WF55 Job Reference (optional) I38380372 8.310 s Jul 27 2019 MiTek Industries, Inc. Tue Sep 3 10:31:06 2019 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-P60qPuI2hybsq_Q?IVl92jkdFrVCn8rbRcNnEbyhMv3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-7=-60, 1-7=-20 Concentrated Loads (lb) Vert: 13=-2090(F) 14=-2166(F) 15=-2246(F) 16=-2322(F) 17=-2325(F) 18=-2246(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 19-4407A Truss G15 Truss Type Hip Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380373 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-n?m5VbjBn1nk8?a4xSSZb_ahvM4JVfRWFCXxNtyiOHu Scale = 1:14.3 1 2 3 4 56 78 9 4x6 4x6 3x6 3x6 3x4 TJC37 Special TJC37 1-7-01-7-0 2-0-00-5-0 2-5-00-5-0 4-0-01-7-0 -0-6-0 0-6-0 1-7-0 1-7-0 2-5-0 0-10-0 4-0-0 1-7-0 4-6-0 0-6-0 0-8-72-3-70-8-72-3-712.00 12 Plate Offsets (X,Y)-- [2:0-3-1,0-0-12], [2:0-2-1,0-4-6], [2:0-1-0,0-1-0], [3:0-4-8,0-2-0], [4:0-4-8,0-2-0], [5:0-1-0,0-1-0], [5:0-2-1,0-4-6], [5:0-3-1,0-0-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 7 7 5 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 2x6 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 4-0-0 oc purlins, except 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=263/0-3-8, 5=265/0-3-8 Max Horz 2=-41(LC 24) Max Uplift 2=-93(LC 7), 5=-94(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 5. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 1-7-0 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. 9) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 2-5-0 from the left end to connect truss(es) to front face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 52 lb down and 53 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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: 1-3=-60, 3-4=-60, 4-6=-60, 2-5=-20 Concentrated Loads (lb) Vert: 7=-51(F) 8=-48(F) 9=-55(F) September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G16 Truss Type Piggyback Base Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380374 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:18 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-FBKTjxkpYLvbm99HV9zo8C6gDlCjEzvfUsGVwJyiOHt Scale = 1:79.5 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 4x6 3x4 5x6 6x8 3x6 6x8 3x4 2x4 3x6 10x12 2x4 6x8 3x4 3x6 3x4 2x4 4x12 4x6 4x6 LU24 LU24 9-2-89-2-8 18-1-88-11-0 25-7-07-5-8 33-0-87-5-8 40-9-87-9-0 5-2-8 5-2-8 9-2-8 4-0-0 13-9-6 4-6-14 18-1-8 4-4-2 24-7-3 6-5-11 31-0-15 6-5-11 35-9-7 4-8-9 40-9-8 5-0-1 41-9-8 1-0-0 3-10-511-0-00-10-142-0-011-0-010.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-2-0], [8:0-6-4,0-2-0], [11:0-6-5,Edge], [16:0-2-8,0-3-0], [18:0-6-0,0-4-8], [19:0-3-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.77 0.93 0.59 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.18 -0.47 0.14 (loc) 15-16 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 236 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 18-19,17-18: 2x6 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x6 SPF No.2 -H 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-0 max.): 1-2, 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-18. 1 Row at midpt 5-16 WEBS 1 Row at midpt 2-19, 7-16, 7-15 REACTIONS.(lb/size)19=1695/0-3-8, 11=1689/0-3-8 Max Horz 19=-169(LC 3) Max Uplift 19=-396(LC 7), 11=-172(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2329/290, 3-4=-2369/454, 4-5=-1888/288, 5-7=-1895/289, 7-8=-1801/235, 8-9=-1945/261, 9-11=-2152/209 BOT CHORD 18-19=-346/2081, 5-16=-330/127, 15-16=-272/1853, 13-15=-149/1394, 11-13=-93/1491 WEBS 2-19=-2475/315, 2-18=-454/140, 3-18=-325/213, 4-16=-164/878, 7-15=-531/206, 8-15=-186/821, 8-13=-108/341, 16-18=-266/1530, 4-18=-267/536 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 19 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 spaced at 0-10-0 oc max. starting at 0-10-12 from the left end to 1-8-12 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 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: 1-2=-60, 2-4=-60, 4-8=-60, 8-12=-60, 17-19=-20, 11-16=-20 Concentrated Loads (lb) Vert: 20=-24(B) 21=-47(B)September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G17 Truss Type Half Hip Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380375 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-kOtrwHkRJf1SOJkT2tU1hPf0a9mVzZ8pjW02SlyiOHs Scale = 1:15.7 1 2 3 4 6 5 7 8 4x6 2x4 4x6 2x4 2x4 TJC37 Special 4-0-04-0-0 -1-0-0 1-0-0 1-6-0 1-6-0 4-0-0 2-6-0 1-0-142-6-1412.00 12 Plate Offsets (X,Y)-- [3:0-4-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.09 0.06 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 5-6 5-6 5 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 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, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=157/Mechanical, 6=249/0-3-8 Max Horz 6=72(LC 7) Max Uplift 5=-77(LC 4), 6=-74(LC 7) 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 ; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-6-0 from the left end to connect truss(es) to back face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 45 lb down and 54 lb up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 5-6=-20 Concentrated Loads (lb) Vert: 7=-13(B) 8=-28(B) September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G18 Truss Type Half Hip Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380376 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-CaRD8dl34y9J0TJfca0GDdBBvZ6qi0GyxAlc_ByiOHr Scale = 1:14.5 1 2 3 4 6 5 7 3x4 2x4 3x4 2x4 2x4 TJC37 1-2-101-2-10 1-10-80-7-14 -1-0-0 1-0-0 1-2-10 1-2-10 1-10-8 0-7-14 1-0-142-3-812.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.12 0.05 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 6 6 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 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.(lb/size)5=35/Mechanical, 6=155/0-3-8 Max Horz 5=64(LC 7) Max Uplift 5=-52(LC 7), 6=-15(LC 7) Max Grav 5=47(LC 28), 6=155(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 ; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) Use Simpson Strong-Tie TJC37 (4 nail 90-150) or equivalent at 1-2-10 from the left end to connect truss(es) to back face of bottom chord, skewed 39.8 deg.to the right, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) 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, 5-6=-20 Concentrated Loads (lb) Vert: 7=6(B) September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G19 Truss Type Half Hip Girder Qty 4 Ply 1 WF55 Job Reference (optional) I38380377 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-CaRD8dl34y9J0TJfca0GDdBA6Z2Ci_zyxAlc_ByiOHr Scale = 1:37.0 1 2 3 4 5 6 8 7 9 10 4x6 3x4 2x4 4x6 3x10 4x6 2x4 TJC37 TJC37 TJC37 2-10-42-10-4 7-0-04-1-12 -1-0-0 1-0-0 2-10-4 2-10-4 5-7-4 2-9-1 7-0-0 1-4-12 1-0-143-11-25-8-1012.00 12 7.82 12 Plate Offsets (X,Y)-- [2:0-7-7,0-0-7], [4:0-4-12,0-2-0], [5:0-2-0,0-2-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.28 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.02 -0.03 0.00 (loc) 7-8 7-8 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 43 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 2x6 SPF No.2 -H 2-1-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)7=562/Mechanical, 2=451/0-3-8 Max Horz 2=171(LC 7) Max Uplift 7=-324(LC 7), 2=-121(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-462/155 BOT CHORD 2-8=-195/270, 7-8=-204/284 WEBS 4-8=-220/330, 4-7=-357/261 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=324. 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, 22-30) or equivalent at 2-10-4 from the left end to connect truss(es) to front face of bottom chord, skewed 61.9 deg.to the left, sloping 0.0 deg. down. 10) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 4-6-12 from the left end to connect truss(es) to front face of bottom chord, skewed 45.0 deg.to the left, sloping 0.0 deg. down. 11) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent at 5-7-4 from the left end to connect truss(es) to front face of bottom chord, skewed 28.1 deg.to the left, sloping 0.0 deg. down. 12) Fill all nail holes where hanger is in contact with lumber. 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 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G19 Truss Type Half Hip Girder Qty 4 Ply 1 WF55 Job Reference (optional) I38380377 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:20 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-CaRD8dl34y9J0TJfca0GDdBA6Z2Ci_zyxAlc_ByiOHr LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 4-5=-60, 5-6=-60, 2-7=-20 Concentrated Loads (lb) Vert: 8=-52(F) 9=-123(F) 10=-229(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 19-4407A Truss G20 Truss Type Half Hip Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380378 8.310 s Jul 27 2019 MiTek Industries, Inc. Tue Sep 3 10:38:37 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-itmK36lxUXPtRIPhDjLwqpwoFfduyJI_8H79ZyyhMo0 Scale = 1:17.1 1 2 3 4 5 7 6 8 9 1011 3x6 3x4 2x4 3x4 4x6 2x4 1-9-51-9-5 2-3-80-6-3 2-8-120-5-4 4-0-01-3-4 -1-0-0 1-0-0 1-9-5 1-9-5 2-8-12 0-11-7 4-0-0 1-3-4 1-0-142-10-30-10-32-0-012.00 12 12.00 12 Plate Offsets (X,Y)-- [4:0-2-5,0-1-8] 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-R 0.14 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.01 (loc) 3 3 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 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, and 2-0-0 oc purlins: 4-5. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=272/0-3-8, 6=193/Mechanical Max Horz 8=81(LC 7) Max Uplift 8=-83(LC 7), 6=-110(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-269/165 BOT CHORD 1-13=-567/4305, 12-13=-567/4305, 12-14=-567/4305, 11-14=-567/4305, 11-15=-497/4128, 10-15=-497/4128, 10-16=-456/4152, 9-16=-456/4152, 9-17=-485/4320, 8-17=-485/4320, 8-18=-485/4320, 7-18=-485/4320 WEBS 4-10=-880/6685, 5-10=-1625/269, 5-9=-272/2182, 6-9=-302/105, 6-8=-160/1469, 3-10=-1566/279, 3-11=-284/2127, 2-11=-317/140, 2-12=-214/1479 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Refer to girder(s) for truss to truss connections. 7) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 8 and 110 lb uplift at joint 6. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use USP SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent at 1-9-5 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. 11) Use USP SNP3 (With 6-8d x 1-1/2 nails into Girder & 6-8d x 1-1/2 nails into Truss) or equivalent at 2-0-12 from the left end to connect truss(es) to front face of bottom chord. 12) Use USP HUS26 (With 14-16d nails into Girder & 6-16d nails into Truss) or equivalent at 2-10-3 from the left end to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) A minimum of (6) 8d x 1-1/2" nails are required into each member for SNP3 installation. All nailing is required in face of supported chords. For sloped applications, flanges may protrude above or below truss chords. Bending of extended flanges is permitted. 15) 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 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G20 Truss Type Half Hip Girder Qty 1 Ply 1 WF55 Job Reference (optional) I38380378 8.310 s Jul 27 2019 MiTek Industries, Inc. Tue Sep 3 10:38:37 2019 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-itmK36lxUXPtRIPhDjLwqpwoFfduyJI_8H79ZyyhMo0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 6-7=-20, 7-8=-20 Concentrated Loads (lb) Vert: 7=-42(F) 9=-31(F) 10=-26(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 19-4407A Truss G21 Truss Type HIP GIRDER Qty 1 Ply 2 WF55 Job Reference (optional) I38380379 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-c97MmfnyNtXutw1EHiZzrFpaKmuhvMVPe8_GbWyiOHo Scale = 1:34.1 1 2 3 4 5 6 11 10 9 8 712131415 16 173x6 3x10 3x6 3x10 5x6 3x4 2x4 4x6 4x6 4x12 4x6 3x4 2x4 Special TJC37 TJC37 Special LU24 Special TJC37 TJC37 Special 0-0-60-0-6 4-11-154-11-9 8-5-133-5-14 12-1-33-7-6 15-7-13-5-14 20-6-104-11-9 20-7-00-0-6 4-11-15 4-11-15 8-5-13 3-5-14 12-1-3 3-7-6 15-7-1 3-5-14 20-7-0 4-11-15 0-3-141-9-140-3-141-9-142.12 12 Plate Offsets (X,Y)-- [1:0-1-12,Edge], [1:2-0-5,0-3-6], [3:0-1-12,0-2-0], [4:0-3-0,0-2-4], [6:0-1-12,Edge], [6:2-0-5,0-3-6] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.62 1.00 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.67 0.09 (loc) 8-10 8-10 6 l/defl >800 >363 n/a L/d 240 180 n/a PLATES MT20 Weight: 151 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 4-2-15 oc purlins, except 2-0-0 oc purlins (4-8-3 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=1543/0-4-3, 6=1549/0-4-3 Max Horz 1=19(LC 7) Max Uplift 1=-394(LC 3), 6=-396(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6902/1784, 2-3=-6714/1754, 3-4=-6586/1731, 4-5=-6698/1749, 5-6=-6944/1797 BOT CHORD 1-11=-1759/6773, 10-11=-1759/6773, 8-10=-1709/6602, 7-8=-1755/6815, 6-7=-1755/6815 WEBS 2-10=-393/210, 3-10=-247/934, 4-8=-231/923, 5-8=-406/204 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 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 spaced at 2-9-15 oc max. starting at 4-4-7 from the left end to 7-2-6 to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong-Tie LU24 (4-16d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 10-3-8 from the left end to connect truss(es) to back face of bottom chord. 12) Use Simpson Strong-Tie TJC37 (4 nail, 30-90) or equivalent spaced at 2-9-15 oc max. starting at 13-4-10 from the left end to 16-2-9 to connect truss(es) to back 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) 12 lb down and 11 lb up at 2-3-0, 405 lb down and 154 lb up at 8-5-13, and 405 lb down and 154 lb up at 12-1-3, and 12 lb down and 11 lb up at 18-4-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss G21 Truss Type HIP GIRDER Qty 1 Ply 2 WF55 Job Reference (optional) I38380379 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:23 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-c97MmfnyNtXutw1EHiZzrFpaKmuhvMVPe8_GbWyiOHo 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, 1-6=-20 Concentrated Loads (lb) Vert: 9=-201(B) 10=-405(B) 8=-405(B) 12=-11(B) 13=-67(B) 14=-153(B) 15=-153(B) 16=-67(B) 17=-11(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 19-4407A Truss H1 Truss Type Hip Qty 1 Ply 1 WF55 Job Reference (optional) I38380380 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-ruAmfkubFefcSJDzJ5D4i9h4TP7QWMWji2fEPVyiOHf Scale = 1:54.2 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 8x8 4x6 3x4 3x4 4x6 4x12 3x4 6x8 6x8 8-0-18-0-1 13-11-155-11-14 22-0-08-0-1 -1-0-0 1-0-0 8-0-1 8-0-1 13-11-15 5-11-14 22-0-0 8-0-1 23-0-0 1-0-0 1-0-149-0-151-0-149-0-1512.00 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-12], [3:0-5-0,0-1-12], [5:0-2-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.72 0.32 0.32 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.05 -0.17 0.02 (loc) 8-10 10-11 7 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 113 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 2-11,5-7: 2x6 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-10-3 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 3-4. BOT CHORD Rigid ceiling directly applied or 8-2-11 oc bracing. WEBS 1 Row at midpt 3-8 REACTIONS.(lb/size)11=935/0-3-8, 7=935/0-3-8 Max Horz 11=-175(LC 9) Max Uplift 11=-208(LC 11), 7=-208(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-906/276, 3-4=-575/297, 4-5=-906/275, 2-11=-859/301, 5-7=-859/301 BOT CHORD 10-11=-513/655, 8-10=-111/574, 7-8=-399/631 WEBS 2-10=-294/476, 5-8=-292/480 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 ;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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) 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. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss H2 Truss Type Hip Qty 1 Ply 1 WF55 Job Reference (optional) I38380381 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-kfPGV5y6JtA2wwXkYxI0t?stk0TjS5oJdfdSYGyiOHb Scale = 1:62.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 19 20 21 22 23 3x4 6x8 4x12 3x4 3x6 3x10 4x6 3x4 4x6 3x6 3x6 3x6 3x6 7-5-37-5-3 14-6-137-1-10 22-0-07-5-3 -1-0-0 1-0-0 4-11-12 4-11-12 9-8-1 4-8-4 12-3-15 2-7-14 17-0-4 4-8-4 22-0-0 4-11-12 23-0-0 1-0-0 1-0-1410-8-151-0-1410-8-1512.00 12 Plate Offsets (X,Y)-- [5:0-2-8,Edge], [6:0-8-4,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.26 0.43 0.69 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.14 -0.20 0.02 (loc) 12-14 12-14 11 l/defl >999 >999 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 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS.(lb/size)15=937/0-3-8, 11=937/0-3-8 Max Horz 15=208(LC 10) Max Uplift 15=-212(LC 11), 11=-212(LC 12) Max Grav 15=947(LC 18), 11=953(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-402/254, 3-5=-912/390, 5-6=-562/308, 6-8=-922/391, 8-9=-401/254, 2-15=-423/259, 9-11=-422/258 BOT CHORD 14-15=-174/719, 12-14=-41/502, 11-12=-87/629 WEBS 3-14=-304/286, 5-14=-180/431, 6-12=-224/485, 8-12=-309/288, 3-15=-747/73, 8-11=-759/73 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Pr. Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 9-8-1, Exterior(2) 9-8-1 to 16-6-14, Interior(1) 16-6-14 to 23-0-0 zone; cantilever left and right exposed ;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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 15 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss H3 Truss Type Half Hip Qty 1 Ply 1 WF55 Job Reference (optional) I38380382 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-kfPGV5y6JtA2wwXkYxI0t?su20XsSDEJdfdSYGyiOHb Scale = 1:31.4 1 2 3 4 7 6 5 8 9 5x6 2x4 3x4 3x4 2x4 3x4 3-0-03-0-0 6-0-03-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 6-0-0 1-0-0 0-10-145-0-1410.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-1-4], [3:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.24 0.16 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 0.00 (loc) 6 5-6 5 l/defl >999 >999 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.(lb/size)5=221/Mechanical, 7=304/0-3-8 Max Horz 7=185(LC 11) Max Uplift 5=-136(LC 11), 7=-14(LC 11) Max Grav 5=246(LC 18), 7=304(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-291/105 WEBS 3-5=-364/279 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 5-0-0, Exterior(2) 5-0-0 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 3) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=136. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss H4 Truss Type Half Hip Qty 1 Ply 1 WF55 Job Reference (optional) I38380383 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-CrzfiRyk4BIvY46w6epFPCP2TQtUBgKSsJN?5iyiOHa Scale = 1:32.5 1 2 3 4 7 6 5 8 9 2x4 3x4 3x4 2x4 4x12 3x4 5-0-05-0-0 7-0-02-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 7-0-0 2-0-0 0-10-145-0-1410.00 12 Plate Offsets (X,Y)-- [3:0-10-4,0-2-0] 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 0.26 0.14 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.01 -0.03 0.00 (loc) 6-7 6-7 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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.(lb/size)5=262/Mechanical, 7=343/0-3-8 Max Horz 7=185(LC 11) Max Uplift 5=-127(LC 11), 7=-36(LC 11) Max Grav 5=265(LC 18), 7=343(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-302/106 WEBS 3-5=-358/219 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 6-10-4 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=127. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss H5 Truss Type Half Hip Qty 2 Ply 1 WF55 Job Reference (optional) I38380384 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-g2X1vnzMqUQlAEh7gMKUyQxF5pEZw96c4z6Yd9yiOHZ Scale = 1:26.1 1 2 3 4 7 6 5 8 2x4 3x4 2x4 2x4 4x12 3x4 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 1-0-144-0-1412.00 12 Plate Offsets (X,Y)-- [3:0-10-8,0-2-0] 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 0.14 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.01 0.00 (loc) 6 6 5 l/defl >999 >999 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.(lb/size)5=221/Mechanical, 7=304/0-3-8 Max Horz 7=117(LC 11) Max Uplift 5=-57(LC 8), 7=-21(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-263/92 NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-0-0, Exterior(2) 3-0-0 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 7. This connection is for uplift only and does not consider lateral forces. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss H6 Truss Type Half Hip Qty 2 Ply 1 WF55 Job Reference (optional) I38380385 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-g2X1vnzMqUQlAEh7gMKUyQxDFpC4w8jc4z6Yd9yiOHZ Scale = 1:34.8 1 2 3 4 6 5 7 4x6 2x4 4x12 2x4 3x4 6-0-06-0-0 -1-0-0 1-0-0 4-8-0 4-8-0 6-0-0 1-4-0 1-0-145-8-1412.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8], [3:0-4-8,0-2-0], [5:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.32 0.24 0.08 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 -0.00 (loc) 6 5-6 5 l/defl **** >717 n/a L/d 240 180 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 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.(lb/size)5=221/Mechanical, 6=304/0-3-8 Max Horz 6=168(LC 11) Max Uplift 5=-107(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-0, Exterior(2) 4-8-0 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=107. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss H7 Truss Type Hip Qty 1 Ply 1 WF55 Job Reference (optional) I38380386 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:39 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-8E5P77__boYcnOGJD3rjVdUHeDNTfO2lJds69byiOHY Scale = 1:94.2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 10x12 6x8 5x6 4x6 3x6 5x6 4x12 4x6 4x6 2x4 6x8 3x6 8x8 6x10 4x12 5x6 6x8 4x12 6x8 7-2-47-2-4 18-3-711-1-3 29-4-1011-1-3 40-5-1411-1-4 47-4-106-10-12 52-9-25-4-8 52-9-80-0-6 7-2-4 7-2-4 18-3-7 11-1-3 29-4-10 11-1-3 40-5-14 11-1-4 47-4-10 6-10-12 52-9-8 5-4-14 54-2-8 1-5-0 0-10-146-10-121-0-142-0-06-10-1210.00 12 8.49 12 Plate Offsets (X,Y)-- [1:Edge,0-2-2], [1:0-1-13,0-4-15], [1:0-0-14,0-1-1], [4:0-4-0,Edge], [8:0-3-4,0-2-12], [10:0-6-2,Edge], [13:0-7-0,0-4-8], [14:0-3-0,0-0-0], [17:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.73 0.94 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.33 -0.85 0.23 (loc) 15-17 14-15 10 l/defl >999 >743 n/a L/d 240 180 n/a PLATES MT20 Weight: 319 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 2-4: 2x8 SP No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-14: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 13-15: 2x4 SP 2400F 2.0E WEDGE Left: 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 -H 3-4-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 15-17,12-13. WEBS 1 Row at midpt 2-17, 5-17, 7-12 REACTIONS.(lb/size)10=2193/0-4-3, 1=2106/Mechanical Max Horz 1=117(LC 8) Max Uplift 10=-334(LC 7), 1=-315(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2936/481, 2-3=-4051/781, 3-5=-4058/785, 5-7=-4674/887, 7-8=-2373/439, 8-10=-3091/518 BOT CHORD 1-19=-408/2095, 17-19=-407/2105, 15-17=-827/4367, 7-13=-105/918, 12-13=-867/4680, 10-12=-357/2321 WEBS 2-19=0/456, 2-17=-516/2316, 3-17=-735/274, 5-17=-399/99, 5-15=-581/230, 13-15=-828/4300, 5-13=-76/347, 7-12=-2770/596, 8-12=-260/1569 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-8 to 5-4-14, Interior(1) 5-4-14 to 7-2-4, Exterior(2) 7-2-4 to 14-7-14, Interior(1) 14-7-14 to 47-4-10, Exterior(2) 47-4-10 to 54-2-8 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 1=315. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss H8 Truss Type Hip Qty 1 Ply 1 WF55 Job Reference (optional) I38380387 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-cQfnKT?cM6gTPXrVnnNy1r0V4dlbOrtvYHbfh1yiOHX Scale = 1:98.2 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 28 5x6 4x6 6x8 5x6 3x6 3x4 10x12 4x6 4x12 2x4 4x12 2x4 10x12 4x6 2x4 6x8 4x12 4x6 4x6 4x12 5x6 9-7-19-7-1 19-2-109-7-9 28-10-49-7-10 38-5-149-7-10 42-6-44-0-7 46-6-114-0-7 54-9-28-2-7 54-9-80-0-6 4-10-10 4-10-10 9-7-1 4-8-7 19-2-10 9-7-9 28-10-4 9-7-10 38-5-14 9-7-10 42-6-4 4-0-7 46-6-11 4-0-7 54-9-8 8-2-13 56-2-8 1-5-0 0-10-148-10-121-0-142-0-08-10-1210.00 12 8.49 12 Plate Offsets (X,Y)-- [1:0-1-13,0-4-15], [1:0-0-14,0-1-1], [3:0-3-0,0-2-12], [9:0-6-0,0-3-0], [11:0-6-2,Edge], [15:0-5-4,0-5-0] 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 0.55 0.81 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.66 0.22 (loc) 17-19 17-19 11 l/defl >999 >988 n/a L/d 240 180 n/a PLATES MT20 Weight: 328 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 8-16: 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 -H 5-0-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing. WEBS 1 Row at midpt 6-17, 15-17 2 Rows at 1/3 pts 4-21 REACTIONS.(lb/size)1=2186/Mechanical, 11=2273/0-4-3 Max Horz 1=155(LC 8) Max Uplift 1=-288(LC 8), 11=-301(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2966/511, 2-3=-2790/521, 3-4=-2113/442, 4-6=-3597/667, 6-8=-3941/720, 8-9=-3952/720, 9-11=-3217/520 BOT CHORD 1-21=-432/2116, 19-21=-619/3383, 17-19=-619/3383, 8-15=-570/215, 13-15=-321/2462, 11-13=-322/2453 WEBS 3-21=-192/1385, 4-21=-1741/380, 4-19=0/528, 4-17=-119/454, 6-17=-813/250, 15-17=-647/3555, 6-15=-81/437, 9-15=-461/2011, 9-13=0/428 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-8 to 5-7-4, Interior(1) 5-7-4 to 9-7-1, Exterior(2) 9-7-1 to 17-4-1, Interior(1) 17-4-1 to 46-6-11, Exterior(2) 46-6-11 to 54-3-11, Interior(1) 54-3-11 to 56-2-8 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 1=288. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss H9 Truss Type Half Hip Qty 1 Ply 1 WF55 Job Reference (optional) I38380388 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-4dD9Yp?E7PoK1hPiLUuBa2ZnU1GS7W82mxLDEUyiOHW Scale = 1:24.3 1 2 3 4 6 5 7 3x4 2x4 4x6 2x4 3x4 4-0-04-0-0 -1-0-0 1-0-0 3-2-0 3-2-0 4-0-0 0-10-0 1-0-144-2-1412.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-1-8], [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 0.13 0.07 0.04 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 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.(lb/size)5=138/Mechanical, 6=228/0-3-8 Max Horz 6=123(LC 11) Max Uplift 5=-81(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 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 3-2-0, Exterior(2) 3-2-0 to 3-10-4 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss H10 Truss Type Half Hip Qty 2 Ply 1 WF55 Job Reference (optional) I38380389 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:33 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-J4k8s4vD0yoT3To9tplJFMEOEoTBFt3txiPoyxyiOHe Scale = 1:46.1 1 2 3 4 6 5 7 8 2x4 3x4 4x6 2x4 3x4 7-0-07-0-0 -1-0-0 1-0-0 3-5-10 3-5-10 6-7-12 3-2-2 7-0-0 0-4-4 1-0-147-8-1012.00 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 0.15 0.35 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.18 0.00 (loc) 6 5-6 5 l/defl **** >442 n/a L/d 240 180 n/a PLATES MT20 Weight: 41 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=262/Mechanical, 6=343/0-3-8 Max Horz 6=232(LC 11) Max Uplift 5=-180(LC 11) Max Grav 5=291(LC 18), 6=343(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-10-4 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=180. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss H11 Truss Type Hip Qty 1 Ply 1 WF55 Job Reference (optional) I38380390 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:34 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-nGHW4QwrnGwKhcNLRWGYoanS2Cgg_Jk09M8LUNyiOHd Scale = 1:35.2 1 2 3 4 5 6 7 8 11 10 9 12 13 14 15 4x12 3x10 4x12 3x10 4x12 4x12 2x4 4x6 4x6 4x6 2x4 0-0-60-0-6 9-7-119-7-5 11-7-31-11-8 21-2-89-7-5 21-2-140-0-6 4-11-10 4-11-10 9-7-11 4-8-2 11-7-3 1-11-8 16-3-4 4-8-2 21-2-14 4-11-10 0-7-62-3-140-7-62-3-142.12 12 Plate Offsets (X,Y)-- [1:0-0-9,0-2-0], [4:0-3-0,0-2-4], [5:0-2-0,0-2-0], [8:0-0-9,0-2-6], [10:0-3-1,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.59 0.91 0.15 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.19 -0.63 0.11 (loc) 9-11 8-9 8 l/defl >999 >405 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x4 SPF No.2 -H 2-3-11, Right 2x4 SPF No.2 -H 2-3-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-6 oc purlins, except 2-0-0 oc purlins (3-8-14 max.): 4-5. BOT CHORD Rigid ceiling directly applied or 8-5-6 oc bracing. REACTIONS.(lb/size)1=850/0-4-3, 8=850/0-4-3 Max Horz 1=-27(LC 12) Max Uplift 1=-141(LC 7), 8=-141(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2654/514, 3-4=-2348/394, 4-5=-2294/400, 5-6=-2346/394, 6-8=-2654/514 BOT CHORD 1-11=-479/2545, 9-11=-345/2292, 8-9=-480/2545 WEBS 3-11=-341/204, 6-9=-343/205 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-7-11, Exterior(2) 9-7-11 to 15-10-1, Interior(1) 15-10-1 to 21-2-14 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 8. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss H12 Truss Type Hip Qty 1 Ply 1 WF55 Job Reference (optional) I38380391 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-GTruHlxUYZ2BJmyY_EnnKnJjtc64jiTAO0uu0qyiOHc Scale = 1:29.4 1 2 3 4 5 8 7 6 9 10 3x4 4x6 3x4 6x8 3x6 3x6 3x6 3x6 0-0-6 0-0-6 0-2-8 0-2-2 8-7-7 8-4-15 17-2-8 8-7-1 17-2-14 0-0-6 4-4-9 4-4-9 8-7-7 4-2-14 12-10-5 4-2-14 17-2-14 4-4-9 1-3-142-9-141-3-142.12 12 Plate Offsets (X,Y)-- [2:0-2-4,0-1-8], [4:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.20 0.52 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.04 -0.22 0.04 (loc) 7 6-7 6 l/defl >999 >938 n/a L/d 240 180 n/a PLATES MT20 Weight: 65 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=678/0-4-3, 6=678/0-4-3 Max Horz 8=-20(LC 12) Max Uplift 8=-107(LC 7), 6=-107(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1243/209, 3-4=-1243/209 BOT CHORD 7-8=-237/1174, 6-7=-235/1174 WEBS 2-8=-1172/264, 4-6=-1172/264 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-7-7, Exterior(2) 8-7-7 to 13-1-9, Interior(1) 13-1-9 to 17-1-2 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 8 and 6. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss H13 Truss Type Half Hip Structural Gable Qty 1 Ply 1 WF55 Job Reference (optional) I38380392 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:35 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-GTruHlxUYZ2BJmyY_EnnKnJkhcEqjoCAO0uu0qyiOHc Scale = 1:11.6 1 2 3 4 7 6 5 4x6 2x4 2x4 2x4 2x4 2x4 0-0-140-0-14 0-11-50-10-7 2-4-01-4-11 -1-5-0 1-5-0 0-11-5 0-11-5 2-4-0 1-4-11 1-0-141-8-148.49 12 Plate Offsets (X,Y)-- [3:0-4-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.15 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 7 6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals, and 2-0-0 oc purlins: 3-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=46/Mechanical, 7=211/0-1-13 Max Horz 7=46(LC 11) Max Uplift 5=-19(LC 8), 7=-35(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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) -1-5-0 to 2-2-4 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable studs spaced at 2-0-0 oc. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5. 10) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 7. This connection is for uplift only and does not consider lateral forces. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J1 Truss Type Jack-Closed Qty 1 Ply 1 WF55 Job Reference (optional) I38380393 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-4dD9Yp?E7PoK1hPiLUuBa2Zgg1En7V42mxLDEUyiOHW Scale = 1:34.8 1 2 3 5 4 6 7 2x4 3x4 2x4 4x6 6-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-10-145-10-1410.00 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 0.24 0.11 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 -0.00 (loc) 5 4-5 4 l/defl **** >717 n/a L/d 240 180 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=304/0-3-8, 4=221/Mechanical Max Horz 5=211(LC 11) Max Uplift 4=-170(LC 11) Max Grav 5=304(LC 1), 4=274(LC 18) 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 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=170. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J2 Truss Type Jack-Closed Qty 1 Ply 1 WF55 Job Reference (optional) I38380394 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-vnaRos4?jFYUlctrhl?bpJph6SHBXDkx9toXR7yiOHQ Scale = 1:34.8 1 2 4 3 5 6 2x4 3x4 2x4 4x6 6-0-06-0-0 6-0-0 6-0-0 0-10-145-10-1410.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.57 0.24 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 -0.00 (loc) 4 3-4 3 l/defl **** >717 n/a L/d 240 180 n/a PLATES MT20 Weight: 29 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 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=228/0-3-8, 3=228/Mechanical Max Horz 4=186(LC 11) Max Uplift 3=-171(LC 11) Max Grav 4=228(LC 1), 3=280(LC 18) 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) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=171. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J3 Truss Type Jack-Closed Qty 2 Ply 1 WF55 Job Reference (optional) I38380395 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-kwxi3v9mI5JdTXK?206?3a3lpsI0xv3pXpFrfnyiOHK Scale = 1:39.5 1 2 3 5 4 6 7 2x4 3x4 2x4 4x6 7-0-07-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-10-146-8-1410.00 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 0.43 0.34 0.17 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.18 -0.00 (loc) 5 4-5 4 l/defl **** >442 n/a L/d 240 180 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=343/0-3-8, 4=262/Mechanical Max Horz 5=244(LC 11) Max Uplift 4=-196(LC 11) Max Grav 5=343(LC 1), 4=323(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-276/41, 3-4=-265/200 BOT CHORD 4-5=-257/214 WEBS 2-4=-215/258 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 6-10-4 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=196. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J4 Truss Type Jack-Closed Qty 3 Ply 1 WF55 Job Reference (optional) I38380396 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-8VdqhxBfb0hCK?3aj8fihDhLL4OE8ISFDnTVG6yiOHH Scale = 1:18.5 1 2 3 5 4 2x4 3x4 2x4 2x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 1-0-143-0-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.09 0.05 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=160/0-3-8, 4=45/Mechanical Max Horz 5=97(LC 11) Max Uplift 4=-87(LC 11) Max Grav 5=160(LC 1), 4=78(LC 18) 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 ;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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J5 Truss Type Jack-Closed Qty 2 Ply 1 WF55 Job Reference (optional) I38380397 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-ciACvHCHMKp3y9emHrAxDQEViUkqtliPSRD3oYyiOHG Scale = 1:15.5 1 2 3 5 4 2x4 3x4 2x4 2x4 2-2-92-2-9 -1-6-12 1-6-12 2-2-9 2-2-9 1-0-142-5-147.68 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.18 0.03 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=225/0-4-9, 4=31/Mechanical Max Horz 5=77(LC 11) Max Uplift 5=-26(LC 11), 4=-52(LC 11) Max Grav 5=225(LC 1), 4=57(LC 9) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J6 Truss Type Jack-Closed Qty 3 Ply 1 WF55 Job Reference (optional) I38380398 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:57 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-ciACvHCHMKp3y9emHrAxDQEViUkutliPSRD3oYyiOHG Scale = 1:15.5 1 2 3 5 4 2x4 3x4 2x4 2x4 2-2-92-2-2 -1-6-12 1-6-12 2-2-9 2-2-9 1-0-142-5-147.68 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.18 0.03 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=225/0-4-9, 4=32/Mechanical Max Horz 5=66(LC 11) Max Uplift 5=-26(LC 11), 4=-35(LC 11) Max Grav 5=225(LC 1), 4=42(LC 18) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J7 Truss Type Jack-Closed Qty 1 Ply 1 WF55 Job Reference (optional) I38380399 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-4ukb6dDv7exwZIDzrZhAmemgSt4mcCyYh5ycK_yiOHF Scale = 1:17.9 1 2 3 5 42x4 3x4 2x4 2x4 2-11-112-11-11 -1-6-12 1-6-12 2-11-11 2-11-11 1-0-142-11-127.68 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.18 0.05 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: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=242/0-4-9, 4=75/Mechanical Max Horz 5=96(LC 11) Max Uplift 5=-27(LC 11), 4=-70(LC 11) Max Grav 5=242(LC 1), 4=101(LC 18) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J8 Truss Type Jack-Closed Qty 2 Ply 1 WF55 Job Reference (optional) I38380400 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:58 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-4ukb6dDv7exwZIDzrZhAmemg?t4dcCWYh5ycK_yiOHF Scale = 1:24.6 1 2 3 5 4 2x4 3x4 2x4 3x4 3-3-23-3-2 -1-0-3 1-0-3 3-3-2 3-3-2 1-0-144-3-711.82 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.14 0.06 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 5 4-5 4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=202/0-3-8, 4=105/Mechanical Max Horz 5=118(LC 11) Max Uplift 4=-92(LC 11) Max Grav 5=202(LC 1), 4=123(LC 18) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J9 Truss Type Jack-Closed Qty 2 Ply 1 WF55 Job Reference (optional) I38380401 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Z4IzJzDXux3nBSo9OGCPIrJrMHPgLfkivkiAsRyiOHE Scale = 1:25.9 1 2 3 5 4 2x4 3x4 2x4 4x6 3-6-63-6-6 -1-0-3 1-0-3 3-6-6 3-6-6 1-0-144-6-1011.82 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.07 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 -0.00 (loc) 5 4-5 4 l/defl **** >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 3-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=212/0-3-8, 4=117/Mechanical Max Horz 5=126(LC 11) Max Uplift 4=-98(LC 11) Max Grav 5=212(LC 1), 4=136(LC 18) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J10 Truss Type Jack-Closed Qty 2 Ply 1 WF55 Job Reference (optional) I38380402 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-YpmYl90tujwBer_uvCPQ6G6ywRcIszcC?b4mmwyiOHV Scale = 1:21.0 1 2 3 5 4 2x4 3x4 2x4 3x4 2-6-42-6-4 -1-0-3 1-0-3 2-6-4 2-6-4 1-0-143-6-1111.82 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.03 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl **** >999 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 2-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=177/0-3-8, 4=71/Mechanical Max Horz 5=96(LC 11) Max Uplift 4=-75(LC 11) Max Grav 5=177(LC 1), 4=87(LC 18) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J11 Truss Type Jack-Closed Qty 16 Ply 1 WF55 Job Reference (optional) I38380403 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:42 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-YpmYl90tujwBer_uvCPQ6G6ryRZ0syRC?b4mmwyiOHV Scale = 1:41.3 1 2 3 5 4 6 7 2x4 3x4 2x4 4x6 6-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 1-0-147-0-1412.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.53 0.24 0.10 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 -0.00 (loc) 5 4-5 4 l/defl **** >717 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. 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 11) Max Uplift 4=-157(LC 11) Max Grav 5=304(LC 1), 4=247(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ;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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=157. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J12 Truss Type Jack-Closed Qty 5 Ply 1 WF55 Job Reference (optional) I38380404 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-1?KwzU1Vf122G?Z4SvwffTe7kqycbQELEFqJIMyiOHU Scale: 3/4"=1' 1 2 3 5 42x4 2x4 2x4 2x4 2-0-02-0-0 -1-0-0 1-0-0 2-0-0 2-0-0 0-10-142-6-1410.00 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-R 0.08 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: 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.(lb/size)5=160/0-3-8, 4=45/Mechanical Max Horz 5=68(LC 11) Max Uplift 5=-2(LC 11), 4=-45(LC 11) Max Grav 5=160(LC 1), 4=56(LC 18) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J13 Truss Type Jack-Closed Qty 6 Ply 1 WF55 Job Reference (optional) I38380405 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-VCuIAq27QKAvu98G0dRuChBFIEHnKt0UTvZtroyiOHT Scale = 1:28.5 1 2 3 5 4 6 7 2x4 3x4 2x4 4x6 4-0-04-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 1-0-145-0-1412.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.22 0.09 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.02 -0.00 (loc) 5 4-5 4 l/defl **** >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 2x4 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.(lb/size)5=228/0-3-8, 4=138/Mechanical Max Horz 5=142(LC 11) Max Uplift 4=-111(LC 11) Max Grav 5=228(LC 1), 4=158(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-10-4 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=111. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J15 Truss Type Jack-Closed Qty 1 Ply 1 WF55 Job Reference (optional) I38380406 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-VCuIAq27QKAvu98G0dRuChBG_EIuKtUUTvZtroyiOHT Scale = 1:14.1 1 2 3 5 4 2x4 3x4 2x4 2x4 1-9-61-8-15 -1-6-12 1-6-12 1-9-6 1-9-6 1-0-142-2-97.68 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.18 0.02 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: 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 1-9-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=221/0-4-9, 4=1/Mechanical Max Horz 5=57(LC 11) Max Uplift 5=-27(LC 11), 4=-26(LC 11) Max Grav 5=221(LC 1), 4=23(LC 9) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J16 Truss Type Jack-Closed Qty 4 Ply 1 WF55 Job Reference (optional) I38380407 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-zOSgNA3lBeImVJjTaKy7kukSvedS3KkehZJQNFyiOHS Scale = 1:22.1 1 2 3 5 4 2x4 3x4 2x4 2x4 3-1-03-0-13 -1-1-10 1-1-10 3-1-0 3-1-0 1-0-143-9-810.58 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 0.10 0.07 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 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 3-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=206/0-3-9, 4=94/Mechanical Max Horz 5=104(LC 11) Max Uplift 4=-76(LC 11) Max Grav 5=206(LC 1), 4=109(LC 18) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J17 Truss Type Jack-Closed Qty 4 Ply 1 WF55 Job Reference (optional) I38380408 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-zOSgNA3lBeImVJjTaKy7kukRYede3KkehZJQNFyiOHS Scale = 1:28.0 1 2 3 5 4 3x4 3x4 3x4 2x4 4-3-154-3-15 -1-0-0 1-0-0 4-3-15 4-3-15 0-11-154-11-1311.06 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 0.19 0.12 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.02 0.00 (loc) 4-5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=240/0-3-8, 4=152/Mechanical Max Horz 5=140(LC 11) Max Uplift 4=-105(LC 11) Max Grav 5=240(LC 1), 4=169(LC 18) 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) -1-0-0 to 3-2-15, Exterior(2) 3-2-15 to 4-2-3 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=105. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J18 Truss Type Jack-Closed Qty 1 Ply 1 WF55 Job Reference (optional) I38380409 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Ra02bW3NyyQd7SIf81TMH6Gdy2_QonWnwD2_vhyiOHR Scale = 1:23.1 1 2 3 5 4 2x4 3x4 2x4 3x4 1-10-81-10-8 -1-0-0 1-0-0 1-10-8 1-10-8 2-0-143-11-612.00 12 Plate Offsets (X,Y)-- [2:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.02 0.03 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 5 5 4 l/defl **** >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 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=157/0-3-8, 4=38/Mechanical Max Horz 5=78(LC 11) Max Uplift 4=-110(LC 11) Max Grav 5=157(LC 1), 4=65(LC 18) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=110. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J18A Truss Type JACK-CLOSED Qty 1 Ply 1 WF55 Job Reference (optional) I38380410 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Ra02bW3NyyQd7SIf81TMH6Geg2_UonlnwD2_vhyiOHR Scale = 1:23.1 1 2 4 3 2x4 3x4 2x4 3x4 1-10-81-10-8 1-10-8 1-10-8 2-0-143-11-612.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.04 0.02 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 -0.00 (loc) 4 4 3 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=63/0-3-8, 3=63/Mechanical Max Horz 4=48(LC 11) Max Uplift 3=-93(LC 11) Max Grav 4=86(LC 20), 3=84(LC 18) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J19 Truss Type Jack-Closed Qty 2 Ply 1 WF55 Job Reference (optional) I38380411 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-vnaRos4?jFYUlctrhl?bpJpp3SK5XEDx9toXR7yiOHQ Scale = 1:14.0 1 2 3 4 2x4 2x4 3x6 2-6-02-6-0 -0-7-13 0-7-13 2-6-0 2-6-0 0-7-42-2-77.68 12 Plate Offsets (X,Y)-- [2:0-0-3,0-0-5], [2:0-0-7,0-4-5], [2:0-3-0,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.06 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2-4 l/defl **** >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 WEDGE Left: 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.(lb/size)4=74/Mechanical, 2=149/0-5-8 Max Horz 2=58(LC 11) Max Uplift 4=-36(LC 11), 2=-13(LC 11) Max Grav 4=79(LC 18), 2=149(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 ;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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J20 Truss Type Jack-Closed Qty 1 Ply 1 WF55 Job Reference (optional) I38380412 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Nz8p0C5dUZgLNmS2FSWqMXMx?rdfGgT4NXX4_ayiOHP Scale = 1:28.5 1 2 3 4 5 8 7 6 9 10 2x4 3x4 2x4 2x4 2x4 3x4 3x4 1-1-21-1-2 4-0-02-10-14 -1-0-0 1-0-0 1-1-2 1-1-2 4-0-0 2-10-14 1-0-145-0-143-0-142-0-012.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8] 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-R 0.24 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.04 0.08 (loc) 4 4 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=222/0-3-8, 6=136/Mechanical Max Horz 8=142(LC 11) Max Uplift 6=-112(LC 11) Max Grav 8=222(LC 1), 6=156(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-10-4 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=112. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J20A Truss Type Jack-Closed Qty 1 Ply 1 WF55 Job Reference (optional) I38380413 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Nz8p0C5dUZgLNmS2FSWqMXMzBreCGgT4NXX4_ayiOHP Scale = 1:28.5 1 2 3 4 8 7 6 5 9 10 2x4 3x4 2x4 2x4 2x4 2x4 3x4 3-1-23-1-2 4-0-00-10-14 -1-0-0 1-0-0 3-1-2 3-1-2 4-0-0 0-10-14 1-0-145-0-143-0-142-0-012.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.10 0.13 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.01 -0.01 -0.02 (loc) 6 7 5 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 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)8=228/0-3-8, 5=138/Mechanical Max Horz 8=142(LC 11) Max Uplift 5=-111(LC 11) Max Grav 8=228(LC 1), 5=158(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-10-4 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=111. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J21 Truss Type Jack-Closed Qty 3 Ply 1 WF55 Job Reference (optional) I38380414 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-r9hBDY6GFtpC_w1EpA13vku8BF?m?7jDcBHeW0yiOHO Scale = 1:18.1 1 2 3 5 42x4 3x4 2x4 2x4 1-11-01-11-0 -1-0-0 1-0-0 1-11-0 1-11-0 1-0-142-11-1412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 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: 11 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=158/0-3-8, 4=41/Mechanical Max Horz 5=79(LC 11) Max Uplift 4=-62(LC 11) Max Grav 5=158(LC 1), 4=56(LC 18) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J22 Truss Type Jack-Closed Qty 1 Ply 1 WF55 Job Reference (optional) I38380415 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-r9hBDY6GFtpC_w1EpA13vku2cFyf?7jDcBHeW0yiOHO Scale = 1:13.9 1 2 3 4 5 6 2x4 2x4 3x4 6-0-06-0-0 -1-0-0 1-0-0 6-0-0 6-0-0 0-3-141-9-143.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.50 0.24 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.10 0.00 (loc) 2 2-4 l/defl **** >717 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 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=221/Mechanical, 2=304/0-3-8 Max Horz 2=54(LC 7) Max Uplift 4=-49(LC 11), 2=-80(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-10-4 zone; cantilever left and right exposed ;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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J23 Truss Type Jack-Closed Qty 2 Ply 1 WF55 Job Reference (optional) I38380416 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-JLFZRu6u0Ax3c4bQNtYIRyRFgfJwkazNrr0B2SyiOHN Scale = 1:12.2 1 2 3 4 5 6 2x4 2x4 3x4 5-2-105-2-10 -1-0-0 1-0-0 5-2-10 5-2-10 0-3-141-7-83.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.35 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.05 0.00 (loc) 2 2-4 l/defl **** >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 5-2-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=189/Mechanical, 2=274/0-3-8 Max Horz 2=48(LC 7) Max Uplift 4=-42(LC 11), 2=-75(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 5-0-14 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J24 Truss Type Jack-Closed Qty 2 Ply 1 WF55 Job Reference (optional) I38380417 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-JLFZRu6u0Ax3c4bQNtYIRyRJ?fLtkazNrr0B2SyiOHN Scale = 1:8.2 1 2 3 4 5 2x4 2x4 3x4 3-0-113-0-11 -1-0-0 1-0-0 3-0-11 3-0-11 0-3-141-1-03.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.08 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 2 2-4 l/defl **** >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 3-0-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=96/Mechanical, 2=194/0-3-8 Max Horz 2=32(LC 7) Max Uplift 4=-21(LC 11), 2=-63(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-10-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J25 Truss Type Jack-Closed Qty 2 Ply 1 WF55 Job Reference (optional) I38380418 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-oYpxeE7WnU3vEEAdwb3X_9_Qw3fNT1DW4VmlauyiOHM Scale: 1"=1' 1 2 3 4 5 6 2x4 2x4 3x4 5-0-55-0-5 -1-0-0 1-0-0 5-0-5 5-0-5 0-3-141-6-153.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.32 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.05 0.00 (loc) 2 2-4 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=181/Mechanical, 2=266/0-3-8 Max Horz 2=47(LC 7) Max Uplift 4=-40(LC 11), 2=-74(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-10-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J26 Truss Type Jack-Closed Qty 2 Ply 1 WF55 Job Reference (optional) I38380419 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-oYpxeE7WnU3vEEAdwb3X_9_Uo3h7T1DW4VmlauyiOHM Scale = 1:8.1 1 2 3 4 5 2x4 2x4 3x4 3-0-53-0-5 -1-0-0 1-0-0 3-0-5 3-0-5 0-3-141-0-153.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.05 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.01 0.00 (loc) 2 2-4 l/defl **** >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 3-0-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=95/Mechanical, 2=193/0-3-8 Max Horz 2=32(LC 7) Max Uplift 4=-20(LC 11), 2=-63(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-10-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J27 Truss Type Jack-Closed Qty 2 Ply 1 WF55 Job Reference (optional) I38380420 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-GkNKrZ88XoBmrNlpUIamWNWgoT1zCUSgI9VI7LyiOHL Scale = 1:6.3 1 2 3 4 4x6 3x4 1-6-51-6-5 -1-0-0 1-0-0 1-6-5 1-6-5 0-3-140-8-70-8-73.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [3:1-0-6,0-2-3], [3:0-1-13,0-0-0], [4:0-0-7,0-1-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.01 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl **** >999 n/a L/d 240 180 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 1-6-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)2=139/0-3-8, 4=31/Mechanical Max Horz 2=20(LC 7) Max Uplift 2=-55(LC 7), 4=-5(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J28 Truss Type Jack-Closed Qty 2 Ply 1 WF55 Job Reference (optional) I38380421 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-GkNKrZ88XoBmrNlpUIamWNWfbT1VCUSgI9VI7LyiOHL Scale = 1:7.9 1 2 3 4 5 2x4 2x4 3x4 2-9-112-9-11 -1-0-0 1-0-0 2-9-11 2-9-11 0-3-141-0-43.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 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 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 2-9-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=85/Mechanical, 2=185/0-3-8 Max Horz 2=30(LC 7) Max Uplift 4=-18(LC 11), 2=-62(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-7-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J29 Truss Type Jack-Closed Qty 2 Ply 1 WF55 Job Reference (optional) I38380422 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-kwxi3v9mI5JdTXK?206?3a3p9sNzxxipXpFrfnyiOHK Scale = 1:11.8 1 2 3 5 4 3x6 2x4 2x4 1-3-81-3-8 -1-5-0 1-5-0 1-3-8 1-3-8 0-8-01-6-158.49 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 0.15 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: 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 1-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)5=207/0-4-9, 4=-33/Mechanical Max Horz 5=50(LC 11) Max Uplift 5=-42(LC 11), 4=-33(LC 1) Max Grav 5=207(LC 1), 4=10(LC 7) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J30 Truss Type Jack-Closed Qty 3 Ply 1 WF55 Job Reference (optional) I38380423 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:54 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-C7V4GF9O3PRU5hvBcjdEboc0DGjHgOyzmT_PBDyiOHJ Scale = 1:12.6 1 2 3 4 2x4 2x4 3x6 1-0-01-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-8-01-8-012.00 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-4], [2:0-0-7,0-2-13] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.06 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl **** >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=-6/Mechanical, 2=133/0-3-8 Max Horz 2=53(LC 11) Max Uplift 4=-13(LC 11), 2=-18(LC 11) Max Grav 4=11(LC 9), 2=133(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J31 Truss Type Roof Special Qty 1 Ply 1 WF55 Job Reference (optional) I38380424 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-gJ3SUbA0qjZLirUO9Q8T8?89Cg2GPrw6_7kyjgyiOHI Scale = 1:16.9 1 2 3 5 4 2x4 3x6 2x4 3x4 2-7-132-7-13 -1-6-12 1-6-12 2-7-13 2-7-13 1-0-142-9-41-3-41-6-01-5-81-3-127.68 12 7.68 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.18 0.04 0.02 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.00 (loc) 5 4-5 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=234/0-3-11, 4=57/Mechanical Max Horz 5=74(LC 11) Max Uplift 5=-22(LC 11), 4=-45(LC 11) Max Grav 5=234(LC 1), 4=68(LC 18) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J33 Truss Type Roof Special Qty 1 Ply 1 WF55 Job Reference (optional) I38380425 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:55 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-gJ3SUbA0qjZLirUO9Q8T8?8Aig2aPrC6_7kyjgyiOHI Scale = 1:17.3 1 2 3 5 4 3x10 2x4 2x4 2-4-02-4-0 -1-0-0 1-0-0 2-4-0 2-4-0 0-10-142-10-31-1-131-8-71-4-111-5-810.00 12 10.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-R 0.08 0.02 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: 12 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)5=170/0-3-8, 4=62/Mechanical Max Horz 5=76(LC 11) Max Uplift 5=-2(LC 11), 4=-51(LC 11) Max Grav 5=170(LC 1), 4=73(LC 18) 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4. 7) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 5. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss J34 Truss Type Jack-Closed Qty 1 Ply 1 WF55 Job Reference (optional) I38380426 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:56 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-8VdqhxBfb0hCK?3aj8fihDhMy4OS8ISFDnTVG6yiOHH Scale = 1:14.4 1 2 3 4 2x4 2x4 3x6 2-0-02-0-0 -0-6-0 0-6-0 2-0-0 2-0-0 0-7-72-3-710.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-0-6], [2:0-0-10,0-3-9], [2:0-3-0,0-0-8] 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-P 0.05 0.04 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 -0.00 0.00 (loc) 2 2 l/defl **** >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.(lb/size)4=68/Mechanical, 2=109/0-3-8 Max Horz 2=59(LC 11) Max Uplift 4=-41(LC 11) Max Grav 4=75(LC 18), 2=109(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left and right exposed ;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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss M1 Truss Type Jack-Closed Qty 1 Ply 1 WF55 Job Reference (optional) I38380427 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:07:59 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Z4IzJzDXux3nBSo9OGCPIrJqEHOELfBivkiAsRyiOHE Scale = 1:28.5 1 2 3 4 5 8 7 6 9 10 2x4 3x4 2x4 2x4 2x4 3x4 3x4 1-1-21-1-2 4-0-02-10-14 -1-0-0 1-0-0 1-1-2 1-1-2 4-0-0 2-10-14 1-0-145-0-143-0-142-0-012.00 12 Plate Offsets (X,Y)-- [4:0-1-8,0-1-8] 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-R 0.24 0.16 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.04 -0.04 0.08 (loc) 4 4 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size)8=222/0-3-8, 6=136/Mechanical Max Horz 8=142(LC 11) Max Uplift 6=-112(LC 11) Max Grav 8=222(LC 1), 6=156(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 3-10-4 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 live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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=112. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss M2 Truss Type Monopitch Qty 1 Ply 1 WF55 Job Reference (optional) I38380428 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:00 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-1HsLXJE9fFBepcMLy_ker3rt6hgU46Rr8ORjPtyiOHD Scale = 1:24.3 1 2 3 4 5 6 2x4 2x4 3x4 3x6 6-8-86-8-8 -1-0-0 1-0-0 6-8-8 6-8-8 0-6-143-11-26.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-4], [2:0-1-7,0-4-4] 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-P 0.68 0.42 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.15 -0.15 0.00 (loc) 2-4 2-4 l/defl >526 >500 n/a L/d 240 180 n/a PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)4=252/0-3-8, 2=331/0-3-0 Max Horz 2=113(LC 11) Max Uplift 4=-79(LC 11), 2=-49(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-6-12 zone; cantilever left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 4 and 2. This connection is for uplift only and does not consider lateral forces. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss P1 Truss Type PIGGYBACK Qty 11 Ply 1 WF55 Job Reference (optional) I38380429 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-VTQjkeFnQZJVQmxYWhFtOGO9J53upYq?N2BGxJyiOHC Scale = 1:45.3 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 17-3-917-3-9 8-7-13 8-7-13 17-3-9 8-7-12 0-4-137-1-07-2-80-1-80-4-130-1-810.00 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 0.20 0.15 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 59 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-0-7. (lb) - Max Horz 2=136(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2 except 11=-181(LC 11), 8=-181(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 6 except 9=360(LC 21), 11=440(LC 18), 8=439(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-296/198, 5-8=-296/198 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 8-7-13, Exterior(2) 8-7-13 to 11-7-13, Interior(1) 11-7-13 to 17-0-13 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) N/A 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss P2 Truss Type Piggyback Qty 1 Ply 1 WF55 Job Reference (optional) I38380430 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:06 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-rQDcnMJwE5ynXXqVJEq25K51g6oFTq0kWKu1cXyiOH7 Scale = 1:38.2 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 21-9-121-9-1 4-8-2 4-8-2 12-7-8 7-11-6 12-8-11 0-1-3 17-2-3 4-5-8 21-9-1 4-6-14 0-4-133-9-43-8-43-10-120-1-80-4-130-1-83-9-410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [7:0-2-0,Edge], [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 0.16 0.07 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 11 11 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 66 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.): 4-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-5-15. (lb) - Max Horz 2=-74(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 18, 14, 13, 11 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 13, 11 except 16=329(LC 23), 17=298(LC 22), 14=302(LC 23) 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 4-8-2, Exterior(2) 4-8-2 to 7-8-2, Interior(1) 7-8-2 to 17-2-3, Exterior(2) 17-2-3 to 20-2-3, Interior(1) 20-2-3 to 21-6-6 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 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) N/A 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss P3 Truss Type PIGGYBACK Qty 1 Ply 1 WF55 Job Reference (optional) I38380431 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:07 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Kdn_?iKY?P4e8hPhsyMHdXeC_W8pCFJtl_eb9zyiOH6 Scale: 1/4"=1' 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 3x4 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 2x4 2x4 21-9-121-9-1 7-0-14 7-0-14 10-2-11 3-1-12 15-1-8 4-10-13 19-7-0 4-5-8 21-9-1 2-2-1 0-4-135-9-41-8-45-10-120-1-80-4-130-1-85-9-410.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-8,0-2-4], [6:0-2-0,0-1-13], [8:0-2-8,Edge], [10:0-2-0,0-1-13], [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 0.19 0.12 0.12 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 11 11 11 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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.): 5-6, 8-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 20-5-15. (lb) - Max Horz 2=112(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 15, 17, 14, 11 except 18=-149(LC 11), 13=-121(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 11 except 15=396(LC 19), 17=374(LC 18), 18=295(LC 18), 14=309(LC 23), 13=259(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-15=-274/107 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 7-0-14, Exterior(2) 7-0-14 to 13-2-11, Interior(1) 13-2-11 to 19-7-0, Exterior(2) 19-7-0 to 21-6-5 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) N/A 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss P4 Truss Type Piggyback Qty 1 Ply 1 WF55 Job Reference (optional) I38380432 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:08 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-opLNC2KAmiCVmr_uQftWAlBNvvScxgV0_eN8hPyiOH5 Scale = 1:54.9 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 3x4 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 28-10-128-10-1 9-5-11 9-5-11 15-5-3 5-11-8 22-7-5 7-2-2 28-10-1 6-2-12 0-4-137-9-41-9-73-0-77-10-120-1-80-4-90-1-87-9-410.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-0,0-1-13], [7:0-2-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.14 0.25 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: 104 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 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 27-5-15. (lb) - Max Horz 2=-150(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 18, 19, 16, 14 except 20=-179(LC 11), 15=-118(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 18=416(LC 21), 19=452(LC 18), 20=409(LC 18), 16=428(LC 19), 15=351(LC 19), 14=335(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-18=-254/92, 4-19=-250/84, 3-20=-274/197, 8-16=-250/62 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 9-5-11, Exterior(2) 9-5-11 to 12-5-7, Interior(1) 12-5-7 to 15-5-3, Exterior(2) 15-5-3 to 18-5-3, Interior(1) 18-5-3 to 24-4-7, Exterior(2) 24-4-7 to 27-4-7, Interior(1) 27-4-7 to 28-7-0 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) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) N/A 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss P5 Truss Type Piggyback Qty 1 Ply 1 WF55 Job Reference (optional) I38380433 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:09 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-G?vlQNLoX0KMO?Y4_NOliyjYqJppgAlACI7hDsyiOH4 Scale = 1:59.0 1 2 3 4 5 6 7 8 9 16 14 10 11 12 22 21 20 19 18 17 15 13 23 24 25 26 3x4 3x4 3x4 3x4 4x6 3x4 3x4 2x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x4 32-10-132-10-1 4-8-2 4-8-2 20-2-12 15-6-11 24-5-6 4-2-9 32-10-1 8-4-11 0-4-133-9-43-0-73-10-120-1-80-4-90-1-83-9-410.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-8,0-2-4], [6:0-3-0,0-3-0], [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 0.17 0.08 0.06 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 0.00 (loc) 11 11 16 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 99 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, 9-16, 10-14, 10-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 11-15 REACTIONS.All bearings 31-5-15. (lb) - Max Horz 2=105(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 14, 20, 21, 22, 18, 13, 11 except 15=-135(LC 9) Max Grav All reactions 250 lb or less at joint(s) 16, 14, 2, 13, 11 except 20=317(LC 1), 21=332(LC 23), 22=333(LC 22), 18=336(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-21=-254/98, 7-18=-256/93 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 3-4-8, Interior(1) 3-4-8 to 4-8-2, Exterior(2) 4-8-2 to 7-9-14, Interior(1) 7-9-14 to 20-2-12, Exterior(2) 20-2-12 to 20-5-11, Interior(1) 32-1-8 to 32-7-0 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) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14. 8) N/A 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss P6 Truss Type Piggyback Qty 1 Ply 1 WF55 Job Reference (optional) I38380434 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:10 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-kCT7djMRIKSD?87GY4v_FAGjmj81PbqJRysFlIyiOH3 Scale = 1:55.4 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 3x4 3x4 4x6 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 30-10-130-10-1 7-0-14 7-0-14 17-10-0 10-9-1 30-10-1 13-0-1 0-4-135-9-41-0-53-0-75-10-120-1-80-4-90-1-85-9-410.00 12 8.49 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] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 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 0.15 0.13 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: 103 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 29-5-15. (lb) - Max Horz 2=-111(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 19, 20, 17 except 21=-150(LC 11), 16=-119(LC 12), 14=-142(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 19=408(LC 24), 20=380(LC 24), 21=393(LC 18), 17=387(LC 25), 16=339(LC 19), 14=253(LC 19), 15=293(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-19=-253/99, 3-21=-256/166 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 7-0-14, Exterior(2) 7-0-14 to 10-0-14, Interior(1) 10-0-14 to 17-10-0, Exterior(2) 17-10-0 to 20-10-0, Interior(1) 20-10-0 to 26-4-7, Exterior(2) 26-4-7 to 29-4-7, Interior(1) 29-4-7 to 30-7-0 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) Gable requires continuous bottom chord bearing. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) N/A 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss P7 Truss Type PIGGYBACK Qty 1 Ply 1 WF55 Job Reference (optional) I38380435 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:11 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-CO1Vr3N33da4dIiT5nQDoNptj7UB82gTgccoIkyiOH2 Scale = 1:53.4 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 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-10-1424-10-14 3-3-14 3-3-14 10-11-3 7-7-5 16-3-1 5-3-14 24-10-14 8-7-13 0-4-132-7-127-1-07-2-80-1-80-4-130-1-82-7-1210.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [3:0-2-0,0-1-13], [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 0.20 0.15 0.16 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF 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.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-7-12. (lb) - Max Horz 2=-136(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 13, 16, 10 except 14=-145(LC 11), 17=-104(LC 11), 12=-181(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 13=415(LC 20), 14=389(LC 18), 16=314(LC 1), 17=336(LC 22), 12=440(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 7-14=-267/169, 9-12=-297/198 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 6-3-14, Interior(1) 6-3-14 to 16-3-1, Exterior(2) 16-3-1 to 19-3-1, Interior(1) 19-3-1 to 24-8-2 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) N/A 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss P8 Truss Type PIGGYBACK Qty 1 Ply 1 WF55 Job Reference (optional) I38380436 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:12 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-gaat2PNhqxixFSHffVxSKbL3gXqYtVzcvGLMqByiOH1 Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 10 11 12 13 23 22 21 20 19 18 17 14 24 25 26 27 28 29 30 31 3x4 3x4 4x6 4x12 4x12 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x4 33-3-533-3-5 5-8-11 5-8-11 13-4-0 7-7-5 16-3-1 2-11-1 24-7-12 8-4-11 28-9-11 4-1-15 33-3-5 4-5-10 0-4-134-7-127-1-03-0-77-2-80-1-80-4-90-1-84-7-1210.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [4:0-2-0,0-1-13], [11:0-2-0,Edge], [15:0-8-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.19 0.14 0.16 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: 109 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 2-0-0 oc purlins (6-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 31-11-3. (lb) - Max Horz 2=-136(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 15, 2, 20, 22, 14, 12 except 23=-153(LC 11), 17=-176(LC 12) Max Grav All reactions 250 lb or less at joint(s) 16, 15, 2, 14, 12 except 19=389(LC 18), 20=422(LC 24), 22=393(LC 24), 23=387(LC 18), 17=413(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-20=-269/119, 3-23=-259/170, 9-17=-283/193 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-5-1, Interior(1) 3-5-1 to 5-8-11, Exterior(2) 5-8-11 to 8-11-0, Interior(1) 8-11-0 to 16-3-1, Exterior(2) 16-3-1 to 19-5-7, Interior(1) 19-5-7 to 28-9-11, Exterior(2) 28-9-11 to 32-0-0, Interior(1) 32-0-0 to 33-0-5 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) N/A 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss P9 Truss Type PIGGYBACK Qty 1 Ply 1 WF55 Job Reference (optional) I38380437 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:13 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-8n8GFlOJbEqoscsrDCShtouAGw9?cxFm7w5vMdyiOH0 Scale = 1:62.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 26 27 28 29 3x4 4x6 3x4 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 3x4 31-3-531-3-5 8-1-8 8-1-8 15-8-13 7-7-5 16-3-1 0-6-5 23-8-12 7-5-11 26-9-11 3-0-15 31-3-5 4-5-10 0-4-136-7-127-1-00-10-43-0-77-2-80-1-80-4-90-1-86-7-1210.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-2-0,0-1-13], [7:0-3-0,0-2-4], [8:0-2-0,Edge], [11:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.39 0.19 0.22 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.00 -0.00 -0.01 (loc) 14 14 13 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 29-11-3. (lb) - Max Horz 2=-137(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 19, 21, 13, 2 except 22=-161(LC 11), 16=-134(LC 12), 15=-157(LC 12) Max Grav All reactions 250 lb or less at joint(s) 13, 2 except 18=441(LC 2), 19=424(LC 25), 21=516(LC 18), 22=346(LC 18), 16=518(LC 19), 15=603(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-153/289, 3-4=-39/260, 9-10=-78/270, 12-13=-123/253 WEBS 7-18=-307/34, 6-19=-265/104, 4-21=-350/77, 9-16=-324/175, 12-15=-466/199 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 8-1-8, Exterior(2) 8-1-8 to 11-1-8, Interior(1) 11-1-8 to 16-3-1, Exterior(2) 16-3-1 to 19-3-1, Interior(1) 19-3-1 to 26-9-11, Exterior(2) 26-9-11 to 29-9-11, Interior(1) 29-9-11 to 31-0-5 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) N/A 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss P10 Truss Type PIGGYBACK Qty 1 Ply 1 WF55 Job Reference (optional) I38380438 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:01 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-VTQjkeFnQZJVQmxYWhFtOGOAj53zpWi?N2BGxJyiOHC Scale = 1:59.3 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 3x4 4x6 3x4 3x4 5x6 2x4 2x4 4x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 29-3-529-3-5 10-6-5 10-6-5 14-4-9 3-10-4 22-9-12 8-5-2 24-9-11 2-0-0 29-3-5 4-5-10 0-4-138-7-121-7-73-0-78-9-40-1-80-4-90-1-88-7-1210.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [5:0-4-4,0-2-0], [6:0-2-8,0-2-4], [9:0-4-0,Edge], [10:0-2-0,Edge], [17:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.17 0.15 0.26 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 107 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18 REACTIONS.All bearings 27-11-3. (lb) - Max Horz 2=167(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 18, 15, 14 except 19=-165(LC 11), 20=-126(LC 11), 16=-183(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 14, 12 except 17=401(LC 21), 18=421(LC 21), 19=422(LC 18), 20=271(LC 18), 16=437(LC 19), 15=338(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-19=-277/189, 8-16=-294/207, 9-15=-258/93 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 10-6-5, Exterior(2) 10-6-5 to 13-6-5, Interior(1) 13-6-5 to 14-4-9, Exterior(2) 14-4-9 to 17-4-9, Interior(1) 17-4-9 to 24-9-11, Exterior(2) 24-9-11 to 27-9-11, Interior(1) 27-9-11 to 29-0-5 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) N/A 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss P11 Truss Type PIGGYBACK Qty 1 Ply 1 WF55 Job Reference (optional) I38380439 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:02 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-zf_5y_GPBsRM2wWk4Om6wUxLLVP8Yzn8biwqTmyiOHB Scale = 1:67.4 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 20 21 22 23 24 25 26 3x4 4x6 3x4 3x4 3x4 5x6 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 27-3-527-3-5 12-5-7 12-5-7 21-10-11 9-5-4 22-9-11 0-11-0 27-3-5 4-5-10 0-4-1310-3-12-4-103-0-710-4-90-1-80-4-90-1-810.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [10:0-2-0,Edge], [17:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.18 0.15 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.00 0.00 (loc) 12 12 12 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 104 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 6-17 REACTIONS.All bearings 25-11-3. (lb) - Max Horz 2=-197(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 12 except 18=-155(LC 11), 19=-162(LC 11), 16=-164(LC 12), 15=-109(LC 12), 14=-106(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 12 except 17=452(LC 21), 18=478(LC 18), 19=401(LC 18), 16=472(LC 19), 15=377(LC 19), 14=273(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 6-17=-254/64, 5-18=-271/182, 3-19=-266/179, 7-16=-271/187, 8-15=-256/134 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 12-5-7, Exterior(2) 12-5-7 to 15-5-7, Interior(1) 15-5-7 to 22-9-11, Exterior(2) 22-9-11 to 25-9-11, Interior(1) 25-9-11 to 27-0-5 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) N/A 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss P12 Truss Type PIGGYBACK Qty 1 Ply 1 WF55 Job Reference (optional) I38380440 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:03 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-RsYU9KG2yAZCg45wd6HLThTVvulUHQ1HqMgN?CyiOHA Scale = 1:66.0 1 2 3 4 5 6 7 8 9 1011 17 16 15 14 13 12 18 19 20 21 22 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 25-3-525-3-5 12-5-7 12-5-7 22-10-1 10-4-10 25-3-5 2-5-4 0-4-1310-3-11-7-310-4-90-1-80-4-90-1-810.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8] 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 0.14 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 97 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-14 REACTIONS.All bearings 23-11-3. (lb) - Max Horz 2=197(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 10 except 16=-156(LC 11), 17=-162(LC 11), 13=-154(LC 12), 12=-159(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 14=408(LC 21), 16=473(LC 18), 17=402(LC 18), 13=465(LC 19), 12=419(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-16=-271/182, 3-17=-265/179, 7-13=-265/180, 8-12=-275/175 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 12-5-7, Exterior(2) 12-5-7 to 15-5-7, Interior(1) 15-5-7 to 25-0-5 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 8) N/A 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss P13 Truss Type Piggyback Qty 4 Ply 1 WF55 Job Reference (optional) I38380441 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:04 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-v25sNgHgjUh3HDg6Bpoa?v0h3I5h0tHR30PxYeyiOH9 Scale = 1:65.9 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 23 3x4 4x6 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 3x4 24-10-1424-10-14 12-5-7 12-5-7 24-10-14 12-5-7 0-4-1310-3-110-4-90-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [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 0.17 0.14 0.20 DEFL. Vert(LL) Vert(TL) Horz(TL) in 0.00 0.01 0.01 (loc) 11 11 10 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 96 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 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 6-15 REACTIONS.All bearings 23-7-12. (lb) - Max Horz 2=-197(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 10 except 16=-156(LC 11), 17=-162(LC 11), 13=-155(LC 12), 12=-162(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10 except 15=390(LC 21), 16=473(LC 18), 17=402(LC 18), 13=472(LC 19), 12=402(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-16=-271/182, 3-17=-265/179, 7-13=-270/181, 9-12=-265/178 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; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 12-5-7, Exterior(2) 12-5-7 to 15-5-7, Interior(1) 15-5-7 to 24-8-2 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) N/A 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss P14 Truss Type PIGGYBACK Qty 1 Ply 1 WF55 Job Reference (optional) I38380442 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:05 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-NEfEa0IIUnqwvNFJlXJpY6ZswiRrlKXaIg9U45yiOH8 Scale = 1:65.4 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 20 21 22 23 24 25 26 3x4 3x4 3x4 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 26-10-126-10-1 11-10-8 11-10-8 13-0-6 1-1-14 21-8-5 8-7-15 26-10-1 5-1-12 0-4-139-10-122-8-23-1-150-1-80-4-90-1-89-9-410.00 12 8.49 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] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.16 0.15 0.20 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: 103 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-17 REACTIONS.All bearings 25-5-15. (lb) - Max Horz 2=189(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 17, 15, 14 except 18=-147(LC 11), 19=-164(LC 11), 16=-158(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 12, 14 except 17=420(LC 21), 18=462(LC 18), 19=405(LC 18), 16=479(LC 19), 15=297(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-18=-259/173, 3-19=-268/181, 8-16=-270/183 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 11-10-8, Exterior(2) 11-10-8 to 16-0-6, Interior(1) 16-0-6 to 22-4-7, Exterior(2) 22-4-7 to 25-4-7, Interior(1) 25-4-7 to 26-7-1 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 9) N/A 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T1 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380443 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:15 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-59G0gRQZ7s4W6w0EKdV9yDzPTkeI4nh2bEa0RVyiOH_ Scale = 1:81.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 22 23 24 25 26 27 28 29 30 31 3x6 6x8 3x6 5x6 6x8 4x6 4x6 3x6 3x4 2x4 3x6 4x12 2x4 6x10 3x4 3x6 3x4 2x4 4x12 4x6 4x6 9-8-89-8-8 19-1-89-5-0 27-2-28-0-10 35-2-138-0-11 43-7-08-4-3 -1-0-0 1-0-0 6-2-7 6-2-7 12-1-6 5-10-15 19-1-8 7-0-2 26-5-15 7-4-8 33-10-7 7-4-8 38-6-15 4-8-9 43-7-0 5-0-1 44-7-0 1-0-0 0-10-1411-0-00-10-142-0-011-0-010.00 12 Plate Offsets (X,Y)-- [6:0-6-4,0-2-0], [10:0-3-8,0-2-4], [13:0-6-5,Edge], [18:0-4-4,0-2-4], [21:0-2-15,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.86 0.97 0.48 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.28 -0.59 0.17 (loc) 2-21 2-21 13 l/defl >999 >890 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 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 4-1-6, Right 2x6 SPF No.2 -H 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (2-2-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 7-18 WEBS 1 Row at midpt 6-21, 9-18, 9-17 REACTIONS.(lb/size)2=1803/0-3-8, 13=1803/0-3-8 Max Horz 2=204(LC 8) Max Uplift 2=-197(LC 11), 13=-175(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2311/380, 4-6=-2089/434, 6-7=-2172/458, 7-9=-2177/457, 9-10=-2102/439, 10-11=-2105/422, 11-13=-2310/388 BOT CHORD 2-21=-317/1615, 7-18=-447/169, 17-18=-331/2135, 15-17=-176/1534, 13-15=-208/1606 WEBS 18-21=-281/1505, 6-18=-215/1111, 9-17=-591/229, 10-17=-224/977, 10-15=-91/348 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 3-4-5, Interior(1) 3-4-5 to 12-1-6, Exterior(2) 12-1-6 to 18-3-5, Interior(1) 18-3-5 to 33-10-7, Exterior(2) 33-10-7 to 40-0-6, Interior(1) 40-0-6 to 44-7-0 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 13. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T2 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380444 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:27 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-kT_YCXZ5IYbpYmwX19j_RlTRJaojuCFpL5UerpyiOGo Scale = 1:84.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 20 19 18 17 16 15 21 22 23 24 25 26 27 28 29 30 3x6 6x8 3x6 5x6 4x12 4x6 4x6 3x6 3x4 2x4 6x10 2x4 6x8 8x8 3x4 3x4 6x10 2x4 4x12 4x6 4x6 6-2-76-2-7 14-10-88-8-1 24-4-79-5-15 33-10-79-6-0 43-7-09-8-9 -1-0-0 1-0-0 6-2-7 6-2-7 12-1-6 5-10-15 14-10-8 2-9-2 21-2-8 6-4-0 27-6-7 6-4-0 33-10-7 6-4-0 38-6-15 4-8-9 43-7-0 5-0-1 0-10-1411-0-00-10-142-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [6:0-6-4,0-2-0], [11:0-3-0,0-2-1], [14:0-6-5,Edge], [15:0-4-12,0-3-0], [17:0-2-8,Edge], [20:0-4-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.93 0.74 0.50 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.67 0.17 (loc) 16-17 16-17 14 l/defl >999 >776 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* 16-17,15-16: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 4-1-2, Right 2x6 SPF No.2 -H 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-8-2 max.): 6-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 18-20. 1 Row at midpt 7-17 WEBS 1 Row at midpt 8-17, 8-16, 10-15, 6-20 REACTIONS.(lb/size)14=1743/Mechanical, 2=1804/0-3-8 Max Horz 2=206(LC 8) Max Uplift 14=-158(LC 12), 2=-197(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2348/367, 4-6=-2231/527, 6-7=-1977/426, 7-8=-1989/427, 8-10=-2241/448, 10-11=-1560/353, 11-12=-2080/413, 12-14=-2303/400 BOT CHORD 2-20=-310/1638, 7-17=-273/121, 16-17=-375/2239, 15-16=-317/2092, 14-15=-218/1606 WEBS 4-20=-290/277, 17-20=-304/1681, 6-17=-208/1219, 8-17=-480/167, 10-16=-53/469, 10-15=-951/247, 11-15=-155/1010 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 3-4-5, Interior(1) 3-4-5 to 12-1-6, Exterior(2) 12-1-6 to 18-3-5, Interior(1) 18-3-5 to 33-10-7, Exterior(2) 33-10-7 to 40-0-6, Interior(1) 40-0-6 to 43-7-0 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 14=158. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T3 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380445 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:38 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-wb9iVIi?iw_FMSGfAyPZO4QJd?Z9zCRRtJekkgyiOGd Scale = 1:83.1 1 2 3 4 5 6 7 8 9 10 11 12 13 19 18 17 16 15 14 20 21 22 23 24 25 26 27 28 29 30 3x6 6x8 5x6 5x6 4x12 4x6 4x6 3x6 3x4 2x4 6x10 2x4 6x8 8x8 8x8 4x12 4x6 4x6 6x10 3x4 6-2-76-2-7 14-10-88-8-1 24-5-139-7-5 34-1-29-7-5 43-7-09-5-14 -1-0-0 1-0-0 6-2-7 6-2-7 12-1-6 5-10-15 14-10-8 2-9-2 22-1-11 7-3-3 29-4-15 7-3-3 29-7-10 0-2-11 34-1-2 4-5-8 38-8-5 4-7-3 43-7-0 4-10-11 0-10-1410-9-1211-0-00-10-142-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [6:0-6-4,0-2-0], [8:0-3-12,Edge], [9:0-3-0,0-2-12], [10:0-4-0,0-1-12], [13:0-6-5,Edge], [14:0-4-12,0-3-0], [16:0-2-8,Edge], [19:0-4-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.93 0.75 0.41 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.67 0.16 (loc) 15-16 15-16 13 l/defl >999 >780 n/a L/d 240 180 n/a PLATES MT20 Weight: 245 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-9: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-16,14-15: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 4-1-2, Right 2x6 SPF No.2 -H 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-7-5 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 17-19. 1 Row at midpt 7-16 WEBS 1 Row at midpt 8-16, 8-15, 9-14, 6-19 REACTIONS.(lb/size)13=1743/Mechanical, 2=1804/0-3-8 Max Horz 2=200(LC 8) Max Uplift 13=-156(LC 12), 2=-197(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2348/357, 4-6=-2231/509, 6-7=-1973/415, 7-8=-1986/416, 8-9=-2253/436, 9-10=-1572/343, 10-11=-2100/402, 11-13=-2305/389 BOT CHORD 2-19=-308/1638, 7-16=-298/132, 15-16=-376/2267, 14-15=-288/1967, 13-14=-209/1607 WEBS 4-19=-290/277, 16-19=-300/1673, 6-16=-214/1225, 8-16=-497/170, 9-15=-96/587, 9-14=-903/249, 10-14=-167/1049 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 3-4-5, Interior(1) 3-4-5 to 12-1-6, Exterior(2) 12-1-6 to 16-5-10, Interior(1) 16-5-10 to 34-1-2, Exterior(2) 34-1-2 to 38-5-7, Interior(1) 38-5-7 to 43-7-0 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 13=156. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T4 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380446 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:40 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-szHTw_jFEXEycmQ1INR1TVWfopBMR3GkLd7qoZyiOGb Scale = 1:84.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 21 20 19 18 17 16 15 22 23 24 25 26 27 28 29 30 31 32 33 34 3x6 6x8 4x12 8x8 6x8 5x6 4x12 4x6 4x6 3x6 3x4 2x4 3x10 2x4 6x8 10x12 4x6 3x4 10x12 4x12 4x6 4x6 6-2-76-2-7 14-10-88-8-1 24-4-39-5-11 33-9-139-5-10 43-7-09-9-3 -1-0-0 1-0-0 6-2-7 6-2-7 12-1-6 5-10-15 14-10-8 2-9-2 22-1-11 7-3-3 29-4-15 7-3-3 32-0-7 2-7-8 36-5-15 4-5-8 43-7-0 7-1-1 0-10-148-9-1211-0-00-10-142-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [6:0-6-4,0-2-0], [8:0-6-0,Edge], [10:0-6-0,0-2-12], [11:0-4-0,0-3-4], [12:0-4-4,0-2-0], [14:0-6-5,Edge], [21:0-4-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.95 0.96 0.58 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.83 0.17 (loc) 16-18 16-18 14 l/defl >999 >632 n/a L/d 240 180 n/a PLATES MT20 Weight: 249 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-10: 2x6 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 14-15: 2x4 SP DSS, 15-17: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 4-1-2, Right 2x6 SPF No.2 -H 4-9-3 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-6-4 max.): 6-10, 11-12. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 7-18 WEBS 1 Row at midpt 9-18, 9-16, 11-15, 6-21 REACTIONS.(lb/size)14=1743/Mechanical, 2=1804/0-3-8 Max Horz 2=204(LC 8) Max Uplift 14=-200(LC 12), 2=-197(LC 11) Max Grav 14=1811(LC 2), 2=1804(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2348/362, 4-6=-2231/518, 6-7=-1994/424, 7-9=-2013/426, 9-10=-2300/454, 10-11=-3573/721, 11-12=-2200/415, 12-14=-2353/398 BOT CHORD 2-21=-300/1640, 7-18=-261/121, 16-18=-357/2318, 15-16=-249/2029, 14-15=-184/1665 WEBS 4-21=-290/277, 18-21=-291/1697, 6-18=-187/1229, 9-18=-543/156, 9-16=-323/174, 10-16=-128/620, 10-15=-353/1695, 11-15=-2439/513, 12-15=-148/1310 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 3-4-5, Interior(1) 3-4-5 to 12-1-6, Exterior(2) 12-1-6 to 16-5-10, Interior(1) 16-5-10 to 29-4-15, Exterior(2) 29-4-15 to 32-0-7, Interior(1) 32-0-7 to 36-5-15, Exterior(2) 36-5-15 to 40-10-4, Interior(1) 40-10-4 to 43-7-0 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 14=200. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T5 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380447 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:41 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-K9rr8Kkt?rMpDv?Es5zG?i2rzDXNAYytZHtOK?yiOGa Scale = 1:81.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 16 15 24 25 26 27 28 29 30 31 32 3x6 6x8 3x6 5x6 5x6 2x4 4x12 4x6 4x6 2x4 2x4 3x6 3x4 3x6 6x10 3x10 2x4 3x4 3x10 4x6 4x6 3x10 4x6 5-7-05-7-0 10-10-85-3-8 18-8-127-10-4 26-7-07-10-4 34-5-47-10-4 43-7-09-1-12 -1-0-0 1-0-0 5-7-0 5-7-0 10-10-8 5-3-8 12-1-6 1-2-14 18-8-12 6-7-6 24-0-13 5-4-1 29-4-15 5-4-1 34-5-4 5-0-5 38-10-14 4-5-11 43-4-9 4-5-11 43-7-0 0-2-7 0-10-146-9-1211-0-00-3-82-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [4:0-1-8,0-1-8], [7:0-6-0,0-1-12], [11:0-3-0,0-2-1], [13:0-1-12,0-2-0], [16:0-2-8,0-2-0], [20:0-3-8,0-1-8], [21:0-4-8,0-3-0], [23:0-1-12,0-1-8] 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 0.86 0.91 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.60 0.22 (loc) 18-20 20-21 15 l/defl >999 >867 n/a L/d 240 180 n/a PLATES MT20 Weight: 239 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-8-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-15 max.): 7-11, 12-14. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23 8-9-2 oc bracing: 16-18. 1 Row at midpt 6-21 WEBS 1 Row at midpt 8-20, 10-20, 10-18, 12-18, 13-15 REACTIONS.(lb/size)2=1798/0-3-8, 15=1737/Mechanical Max Horz 2=259(LC 11) Max Uplift 2=-189(LC 11), 15=-227(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2331/343, 4-6=-2519/469, 6-7=-2504/568, 7-8=-2161/447, 8-10=-2161/447, 10-11=-2061/418, 11-12=-2301/422, 12-13=-2757/442 BOT CHORD 2-23=-345/1623, 6-21=-294/160, 20-21=-301/1748, 18-20=-347/2151, 16-18=-449/2791, 15-16=-266/1518 WEBS 4-23=-530/169, 21-23=-364/1735, 4-21=-77/377, 7-21=-291/973, 7-20=-178/767, 8-20=-389/142, 10-18=-437/164, 11-18=-169/1163, 12-18=-1257/218, 12-16=-1071/237, 13-16=-253/1760, 13-15=-2151/383 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 3-4-5, Interior(1) 3-4-5 to 12-1-6, Exterior(2) 12-1-6 to 16-5-10, Interior(1) 16-5-10 to 29-4-15, Exterior(2) 29-4-15 to 33-9-4, Interior(1) 33-9-4 to 43-5-4 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 15=227. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T6 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380448 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:43 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-GYybY0l7XScXTD9czW?k577Dp0FUeT9A1bMVPuyiOGY Scale = 1:74.5 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 3x6 8x8 3x6 5x6 3x6 3x10 3x10 4x6 4x6 2x4 2x4 10x12 3x10 3x4 3x6 3x4 3x4 3x4 3x10 4x6 4x12 5-7-05-7-0 10-10-85-3-8 20-1-119-3-3 29-4-159-3-3 39-1-89-8-9 -1-0-0 1-0-0 5-7-0 5-7-0 10-10-8 5-3-8 12-1-6 1-2-14 17-10-9 5-9-3 23-7-12 5-9-3 29-4-15 5-9-3 34-2-10 4-9-11 39-0-4 4-9-11 39-1-8 0-1-4 0-10-1411-0-00-10-142-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [4:0-1-8,0-1-8], [7:0-6-0,0-1-12], [11:0-4-0,0-1-12], [21:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.80 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.25 -0.66 0.15 (loc) 17-19 17-19 14 l/defl >999 >707 n/a L/d 240 180 n/a PLATES MT20 Weight: 215 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 16-18: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-8-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-2 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-1 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 20-21. 1 Row at midpt 6-19 WEBS 1 Row at midpt 8-19, 8-17, 10-15, 12-14 REACTIONS.(lb/size)14=1558/0-3-8, 2=1620/0-3-8 Max Horz 2=204(LC 8) Max Uplift 14=-147(LC 12), 2=-185(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2075/322, 4-6=-2213/412, 6-7=-2167/511, 7-8=-1447/351, 8-10=-1831/386, 10-11=-1349/319, 11-12=-1821/368, 12-13=-443/108, 13-14=-362/102 BOT CHORD 2-21=-270/1437, 6-19=-263/159, 17-19=-289/1796, 15-17=-250/1719, 14-15=-204/1399 WEBS 4-21=-460/138, 19-21=-281/1566, 4-19=-53/311, 7-19=-280/1226, 8-19=-626/194, 10-17=-39/337, 10-15=-731/207, 11-15=-134/863, 12-14=-1592/275 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 2-10-15, Interior(1) 2-10-15 to 12-1-6, Exterior(2) 12-1-6 to 17-10-9 , Interior(1) 17-10-9 to 29-4-15, Exterior(2) 29-4-15 to 34-11-5, Interior(1) 34-11-5 to 38-11-12 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 14 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T7 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380449 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:44 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-kkW_mLmmImkO4NkoXDWzdLgUhQbrNrwKGF52xKyiOGX Scale = 1:100.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 28 29 30 4x6 8x8 4x6 4x12 4x6 4x6 6x8 3x4 3x4 4x6 3x4 3x4 8x8 10x12 6x8 4x6 4x6 8x8 5x6 8x8 4x6 4x6 4x6 6x8 3x4 3-4-43-4-4 6-6-123-2-8 6-8-80-1-12 13-3-86-7-0 23-3-09-11-8 31-3-08-0-0 44-1-212-10-2 55-3-411-2-2 55-3-100-0-6 3-4-4 3-4-4 6-8-8 3-4-4 6-10-4 0-1-12 13-3-8 6-5-4 15-3-1 1-11-9 23-3-0 8-0-0 31-3-0 8-0-0 37-8-1 6-5-1 44-1-2 6-5-1 49-6-10 5-5-8 55-3-10 5-9-0 0-6-144-0-011-0-01-0-142-0-011-0-06.00 12 10.00 12 8.49 12 Plate Offsets (X,Y)-- [1:0-1-12,0-0-6], [3:0-4-4,0-3-0], [5:0-5-12,0-3-8], [11:0-3-0,0-2-12], [12:0-4-0,0-4-8], [14:0-6-2,Edge], [15:0-3-8,Edge], [16:0-2-8,0-4-4], [18:0-5-8,0-5-0], [21:0-2-12,0-2-12], [22:0-6-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.38 0.80 0.67 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.36 -0.79 0.13 (loc) 15-16 15-16 14 l/defl >999 >744 n/a L/d 240 180 n/a PLATES MT20 Weight: 370 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 3-23,4-20,8-17: 2x4 SPF No.2, 15-16: 2x6 SP No.1 WEBS 2x4 SPF No.2 SLIDER Right 2x4 SPF No.2 -H 3-5-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except 2-0-0 oc purlins (4-2-5 max.): 5-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 23-24,17-18 3-10-9 oc bracing: 22-23. 1 Row at midpt 8-16 WEBS 1 Row at midpt 5-18, 6-18, 10-15 REACTIONS.(lb/size)1=218/0-3-0, 14=1944/0-4-3, 23=2252/(0-3-8 + H10A Simpson Strong-Tie) (req. 0-3-9) Max Horz 1=203(LC 8) Max Uplift 1=-48(LC 7), 14=-220(LC 7), 23=-328(LC 8) Max Grav 1=225(LC 19), 14=1944(LC 1), 23=2252(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-300/123, 3-4=-2239/371, 4-5=-2178/520, 5-6=-2068/446, 6-8=-2793/540, 8-10=-2800/539, 10-11=-2031/412, 11-12=-2539/460, 12-14=-2794/470 BOT CHORD 22-23=-2214/368, 3-22=-2022/371, 4-21=-371/260, 8-16=-418/151, 15-16=-383/2554, 14-15=-289/2095 WEBS 3-21=-243/1629, 18-21=-286/1493, 5-21=-212/495, 5-18=-240/943, 6-18=-1321/320, 16-18=-340/2112, 6-16=-177/1111, 10-16=-103/466, 10-15=-954/292, 11-15=-148/1059, 2-22=-261/111 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-8 to 5-7-14, Interior(1) 5-7-14 to 15-3-1, Exterior(2) 15-3-1 to 20-9-7, Interior(1) 20-9-7 to 44-1-2, Exterior(2) 44-1-2 to 49-8-10, Interior(1) 49-8-10 to 55-3-10 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 23. This connection is for uplift only and does not consider lateral forces. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 14. 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.September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T8 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380450 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:45 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-Cx4MzhnO34sFiXJ?5w1CAYDczqxG6DBTUvrbTmyiOGW Scale = 1:109.1 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 32 4x6 6x8 6x8 5x6 4x6 6x8 5x6 3x6 3x4 6x10 4x6 6x8 4x12 4x12 6x8 4x6 4x6 4x6 8x8 4x12 4x6 4x6 4x6 5x6 7-4-67-4-6 14-10-17-5-11 23-7-158-9-14 32-5-148-9-15 40-1-07-7-2 47-8-27-7-2 58-10-411-2-2 58-10-100-0-6 7-4-6 7-4-6 14-10-1 7-5-11 23-7-15 8-9-14 32-5-14 8-9-15 40-1-0 7-7-2 47-8-2 7-7-2 53-1-10 5-5-8 58-10-10 5-9-0 60-3-10 1-5-0 4-9-411-0-01-0-142-0-011-0-010.00 12 8.49 12 Plate Offsets (X,Y)-- [1:0-3-4,0-3-0], [3:0-3-4,0-2-12], [9:0-5-12,0-3-0], [10:0-4-0,0-4-8], [12:0-6-2,Edge], [16:0-2-12,0-2-0], [17:0-3-4,0-3-12], [19:0-3-8,0-3-0], [23:0-2-12,0-3-4] , [24:0-3-0,0-0-4] 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 0.54 0.78 0.99 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.74 0.24 (loc) 6-17 18-19 12 l/defl >999 >957 n/a L/d 240 180 n/a PLATES MT20 Weight: 381 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 6-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-24: 2x6 SPF No.2 SLIDER Right 2x4 SPF No.2 -H 3-5-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-6 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-8 max.): 1-2, 3-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 6-17 WEBS 1 Row at midpt 2-21, 4-21, 4-19, 8-16 REACTIONS.(lb/size)24=2345/Mechanical, 12=2432/0-4-3 Max Horz 24=-166(LC 7) Max Uplift 24=-271(LC 7), 12=-276(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-2256/396, 1-2=-3387/535, 2-3=-3352/570, 3-4=-2495/508, 4-6=-4009/717, 6-8=-4014/717, 8-9=-3551/651, 9-10=-3154/551, 10-12=-3396/553 BOT CHORD 21-23=-517/3452, 19-21=-530/3181, 6-17=-475/171, 16-17=-531/3550, 14-16=-292/2533, 12-14=-351/2561 WEBS 1-23=-615/3904, 2-23=-1943/379, 2-21=-1123/232, 3-21=-205/1594, 4-21=-1189/294, 4-19=-536/179, 17-19=-528/3164, 4-17=-204/1184, 8-17=-174/747, 8-16=-1026/309, 9-16=-360/1592, 9-14=-48/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 6-1-7, Interior(1) 6-1-7 to 14-10-1, Exterior(2) 14-10-1 to 20-8-11, Interior(1) 20-8-11 to 47-8-2, Exterior(2) 47-8-2 to 53-6-12, Interior(1) 53-6-12 to 60-3-10 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 24=271. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T9 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380451 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:46 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-h7ekB1o0qN_6KhtBeeYRillodEFGri1cjYa90CyiOGV Scale = 1:103.4 1 2 3 4 5 6 7 8 9 10 11 12 13 24 23 22 21 20 19 18 17 16 15 14 25 26 27 28 29 30 31 4x6 6x8 8x8 5x6 4x6 6x8 5x6 3x4 5x6 4x6 6x10 4x12 6x8 4x12 6x8 10x12 2x4 4x12 4x6 8x8 4x12 4x6 4x6 4x6 4x6 5-0-135-0-13 14-10-19-9-4 22-10-08-0-0 30-10-08-0-0 38-3-17-5-1 45-8-27-5-1 56-10-411-2-2 56-10-100-0-6 5-0-13 5-0-13 9-11-7 4-10-10 14-10-1 4-10-10 22-10-0 8-0-0 30-10-0 8-0-0 38-3-1 7-5-1 45-8-2 7-5-1 51-1-10 5-5-8 56-10-10 5-9-0 2-10-511-0-01-0-142-0-011-0-010.00 12 8.49 12 Plate Offsets (X,Y)-- [1:0-3-12,0-3-0], [2:0-4-0,Edge], [3:0-5-4,0-2-0], [4:0-3-8,0-2-12], [5:0-4-0,0-2-0], [10:0-5-8,0-3-0], [11:0-4-0,0-4-8], [13:0-6-2,Edge], [16:0-2-12,0-2-0], [17:0-8-8,0-5-8], [19:0-3-8,0-3-0], [23:0-4-0,0-2-8], [24:0-3-0,0-0-4] 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 0.48 0.86 0.88 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.75 0.23 (loc) 21-23 21-23 13 l/defl >999 >907 n/a L/d 240 180 n/a PLATES MT20 Weight: 370 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 *Except* 7-18: 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-24: 2x6 SPF No.2, 1-23: 2x4 SP 2400F 2.0E SLIDER Right 2x4 SPF No.2 -H 3-5-11 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-9 max.): 1-2, 4-10. BOT CHORD Rigid ceiling directly applied or 9-4-4 oc bracing. WEBS 1 Row at midpt 5-21, 5-19, 7-16, 9-16 REACTIONS.(lb/size)24=2266/Mechanical, 13=2266/0-4-3 Max Horz 24=-165(LC 7) Max Uplift 24=-233(LC 11), 13=-244(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-2171/350, 1-2=-4038/593, 2-3=-5544/879, 3-4=-3224/582, 4-5=-2427/495, 5-7=-3913/705, 7-9=-3383/633, 9-10=-3383/633, 10-11=-3035/545, 11-13=-3281/551 BOT CHORD 21-23=-477/2888, 19-21=-496/2997, 7-17=0/286, 16-17=-630/3926, 14-16=-278/2442, 13-14=-351/2476 WEBS 1-23=-639/4415, 2-23=-3666/628, 3-23=-334/2239, 3-21=-793/250, 4-21=-253/1711, 5-21=-1065/280, 5-19=-698/192, 17-19=-504/3064, 5-17=-220/1339, 7-16=-848/190, 9-16=-467/177, 10-16=-342/1481, 10-14=-51/355 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 5-0-13, Interior(1) 5-0-13 to 14-10-1, Exterior(2) 14-10-1 to 20-6-5, Interior(1) 20-6-5 to 45-8-2, Exterior(2) 45-8-2 to 51-3-2, Interior(1) 51-3-2 to 56-10-10 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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) 24=233. 8) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13. This connection is for uplift only and does not consider lateral forces. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T10 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380452 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:16 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-ZMqOunRBu9CMj3bQuL0OVRWXF8?dp73CquJZyyyiOGz Scale = 1:77.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 28 29 3x10 3x6 5x6 6x8 3x6 6x8 5x6 3x4 2x4 3x6 6x10 6x10 3x4 3x6 3x4 4x12 5x6 5x6 9-2-89-2-8 18-1-88-11-0 25-10-97-9-1 33-7-97-9-0 41-7-118-0-2 41-8-10-0-6 7-6-1 7-6-1 13-9-6 6-3-5 18-1-8 4-4-2 24-7-3 6-5-11 31-0-15 6-5-12 35-4-14 4-3-15 35-5-13 0-0-15 41-8-1 6-2-4 43-1-1 1-5-0 5-9-48-1-811-0-01-0-142-0-011-0-010.00 12 8.49 12 Plate Offsets (X,Y)-- [3:0-6-4,0-2-0], [7:0-6-4,0-2-0], [8:0-2-6,0-1-15], [10:0-8-9,Edge], [15:0-4-4,0-2-4], [17:0-4-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.99 0.90 0.92 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.22 -0.55 0.16 (loc) 14-15 14-15 10 l/defl >999 >898 n/a L/d 240 180 n/a PLATES MT20 Weight: 235 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x8 SP No.2 -H 4-1-0 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-8-12 max.): 1-2, 3-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17. 1 Row at midpt 4-15 WEBS 1 Row at midpt 2-18, 6-15, 6-14 REACTIONS.(lb/size)18=1660/0-3-8, 10=1747/0-4-3 Max Horz 18=-180(LC 12) Max Uplift 18=-199(LC 11), 10=-181(LC 12) Max Grav 18=1660(LC 1), 10=1756(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2373/431, 3-4=-1952/388, 4-6=-1960/389, 6-7=-1933/378, 7-8=-2225/417, 8-10=-2369/350 BOT CHORD 17-18=-254/1873, 4-15=-326/134, 14-15=-258/1980, 12-14=-142/1554, 10-12=-187/1759 WEBS 2-18=-2291/374, 2-17=-518/207, 3-17=-122/393, 15-17=-240/1582, 3-15=-164/940, 6-14=-507/196, 7-14=-169/789, 7-12=-138/559, 8-12=-276/190 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-3-12, Interior(1) 4-3-12 to 13-9-6, Exterior(2) 13-9-6 to 17-11-12, Interior(1) 17-11-12 to 31-0-15, Exterior(2) 31-0-15 to 35-4-14, Interior(1) 35-4-14 to 43-1-1 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 18 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T11 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380453 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:17 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-1YOm57RqfTKDLDAcS2Xd1e3iKYM8Yf?L2Y37UOyiOGy Scale = 1:86.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 26 27 28 29 30 31 32 33 3x6 4x6 5x6 5x6 3x6 5x6 5x6 5x6 3x4 2x4 4x12 10x12 3x10 3x4 2x4 6x10 4x12 5x6 6x8 3x4 3x10 7-8-47-8-4 16-7-68-11-2 25-6-78-11-1 34-5-148-11-7 43-7-119-1-13 43-8-10-0-6 7-8-4 7-8-4 9-10-14 2-2-10 13-9-6 3-10-8 19-7-14 5-10-9 25-6-7 5-10-9 31-0-15 5-6-8 34-5-14 3-4-15 35-5-13 0-11-15 39-5-3 3-11-6 43-8-1 4-2-14 45-1-1 1-5-0 7-9-48-1-148-10-511-0-01-0-142-0-011-0-010.00 12 8.49 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [4:0-3-0,0-2-1], [8:0-3-0,0-2-1], [9:0-3-0,0-3-0], [10:0-3-0,0-1-12], [13:0-8-9,Edge], [17:0-4-8,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.96 0.89 0.62 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.63 0.20 (loc) 17-19 17-19 13 l/defl >999 >823 n/a L/d 240 180 n/a PLATES MT20 Weight: 265 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 10-14: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 18-20,13-16: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Right 2x8 SP No.2 -H 2-10-1 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 1-3, 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-22, 3-19, 5-19, 5-17, 7-17, 9-15, 9-17 REACTIONS.(lb/size)22=1740/0-3-8, 13=1827/0-4-3 Max Horz 22=-214(LC 12) Max Uplift 22=-252(LC 7), 13=-199(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-1666/282, 1-2=-2002/289, 2-3=-2001/282, 3-4=-2242/383, 4-5=-2054/375, 5-7=-2142/414, 7-8=-2138/412, 8-9=-2020/371, 9-10=-2339/426, 10-11=-2226/371, 11-13=-2372/369 BOT CHORD 2-20=-406/162, 19-20=-296/2396, 17-19=-273/2167, 15-17=-225/2160, 13-15=-215/1700 WEBS 1-20=-356/2470, 3-20=-994/190, 3-19=-910/159, 4-19=-151/1197, 5-19=-446/161, 7-17=-350/133, 8-17=-171/1165, 9-15=-2149/396, 10-15=-378/2249, 9-17=-793/174 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) 0-1-12 to 4-6-3, Interior(1) 4-6-3 to 13-9-6, Exterior(2) 13-9-6 to 18-1-12, Interior(1) 18-1-12 to 31-0-15, Exterior(2) 31-0-15 to 34-5-14, Interior(1) 34-5-14 to 35-5-13, Exterior(2) 35-5-13 to 39-10-4, Interior(1) 39-10-4 to 45-1-1 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 22 and 13. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T12 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380454 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:19 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-zxVXWoT4B4axbXJ?ZTZ56382TL7n0ZjeWsYDZHyiOGw Scale = 1:88.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 23 22 21 20 19 18 17 16 24 25 26 27 28 29 30 31 32 3x6 4x6 5x6 5x6 3x6 5x6 5x6 5x6 5x6 3x4 3x4 4x12 10x12 3x10 3x6 2x4 6x10 4x12 5x6 5x6 6x8 4x12 7-8-47-8-4 17-1-59-5-1 26-6-69-5-1 35-11-89-5-2 45-7-119-8-3 45-8-10-0-6 7-8-4 7-8-4 12-3-10 4-7-6 13-9-6 1-5-11 20-1-14 6-4-8 26-6-6 6-4-8 31-0-15 4-6-9 33-6-14 2-5-15 35-5-13 1-11-0 40-5-3 4-11-6 45-8-1 5-2-14 47-1-1 1-5-0 9-9-48-11-110-3-511-0-01-0-142-0-011-0-010.00 12 8.49 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [4:0-3-0,0-2-1], [8:0-4-4,0-2-0], [9:0-3-0,0-3-0], [10:0-3-0,0-1-12], [11:0-0-0,0-1-12], [11:0-3-0,0-3-4], [12:0-0-14,0-0-0], [14:0-8-9,Edge], [18:0-4-8,0-3-0] 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 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.99 0.55 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.69 0.19 (loc) 20-21 20-21 14 l/defl >999 >791 n/a L/d 240 180 n/a PLATES MT20 Weight: 285 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 11-15: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E *Except* 22-23,2-22: 2x4 SPF No.2 WEBS 2x4 SPF No.2 SLIDER Right 2x8 SP No.2 -H 3-5-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-10 max.): 1-3, 4-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 22-23. WEBS 1 Row at midpt 3-21, 3-20, 5-20, 5-18, 7-18, 9-16, 9-18 2 Rows at 1/3 pts 1-23 REACTIONS.(lb/size)23=1820/0-3-8, 14=1907/0-4-3 Max Horz 23=-248(LC 12) Max Uplift 23=-317(LC 7), 14=-216(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-1747/297, 1-2=-1565/228, 2-3=-1570/224, 3-4=-2345/382, 4-5=-2309/377, 5-7=-2388/426, 7-8=-2386/424, 8-9=-2283/394, 9-10=-2083/378, 10-12=-2320/384, 12-14=-2529/380 BOT CHORD 2-21=-449/164, 20-21=-230/2194, 18-20=-251/2413, 16-18=-245/2445, 14-16=-220/1851 WEBS 21-23=-186/253, 1-21=-321/2210, 3-21=-1160/220, 3-20=-697/115, 4-20=-162/1346, 5-20=-495/145, 7-18=-327/126, 8-18=-204/1399, 9-16=-2123/365, 10-16=-353/2234, 9-18=-990/209 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-8-9, Interior(1) 4-8-9 to 13-9-6, Exterior(2) 13-9-6 to 18-4-3, Interior(1) 18-4-3 to 31-0-15, Exterior(2) 31-0-15 to 33-6-14, Interior(1) 33-6-14 to 35-5-13, Exterior(2) 35-5-13 to 40-0-10, Interior(1) 40-0-10 to 47-1-1 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 23 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T13 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380455 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:20 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-R73vk8UixOioChuB7A5KfHhE4lRTlxqnkWHn5jyiOGv Scale = 1:101.9 4 5 6 7 8 9 10 11 12 13 14 1 2 3 26 25 27 24 23 22 21 20 19 18 17 16 15 28 29 41 303132 33 34 35 36 37 38 39 40 3x4 8x8 6x8 WB 5x6 6x8 5x6 3x6 4x6 3x4 3x4 3x6 3x6 4x6 4x12 4x12 2x4 4x12 5x6 5x6 4x6 2x4 2x4 6x8 5x6 6x8 WB6x8 WB4x6 4-2-84-2-8 7-8-43-5-128-1-60-5-2 13-9-65-8-0 17-7-63-10-0 27-6-79-11-1 37-5-89-11-1 47-7-1110-2-3 47-8-10-0-6 4-2-8 4-2-8 5-10-8 1-8-0 7-8-4 1-9-12 13-9-6 6-1-2 15-5-13 1-8-7 23-3-6 7-9-9 31-0-15 7-9-9 32-7-14 1-6-15 35-5-13 2-10-0 41-5-3 5-11-6 47-8-1 6-2-14 49-1-1 1-5-0 9-5-129-9-47-8-49-8-41-0-1411-5-1210.00 128.49 12 Plate Offsets (X,Y)-- [4:0-2-8,0-4-0], [6:0-4-0,Edge], [7:0-3-0,0-2-1], [8:0-4-0,0-3-4], [9:0-3-0,0-1-12], [13:0-8-9,Edge], [15:0-6-0,0-1-8], [22:0-2-12,0-2-0], [24:0-2-8,0-2-0] 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 0.93 0.59 0.93 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.78 0.15 (loc) 17-19 17-19 13 l/defl >999 >736 n/a L/d 240 180 n/a PLATES MT20 Weight: 316 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 4-6: 2x6 SPF No.2, 6-7,10-14: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E *Except* 24-26,25-26,23-25: 2x4 SPF No.2 WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Right 2x8 SP No.2 -H 3-11-14 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-1-15 max.): 4-7, 1-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-27, 5-19, 5-17, 8-17, 8-15, 3-21, 4-22, 2-4 2 Rows at 1/3 pts 2-27 REACTIONS.(lb/size)13=1985/0-4-3, 27=1894/0-3-8 Max Horz 27=-277(LC 12) Max Uplift 13=-204(LC 12), 27=-326(LC 7) Max Grav 13=2036(LC 2), 27=2098(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-2603/384, 5-7=-2737/440, 7-8=-2722/434, 8-9=-1906/343, 9-11=-2542/417, 11-13=-2755/395 BOT CHORD 24-27=-175/1191, 23-24=-174/1172, 22-23=-175/1191, 21-22=-287/2323, 19-21=-288/2326, 17-19=-302/2818, 15-17=-257/2783, 13-15=-221/2055 WEBS 4-19=-85/673, 5-19=-473/150, 7-17=-209/1617, 8-17=-1192/232, 8-15=-2234/366, 9-15=-348/2270, 2-27=-2179/357, 2-22=-162/1641, 4-22=-1473/248, 2-4=-1447/202 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) 0-1-12 to 4-10-15, Interior(1) 4-10-15 to 31-0-15, Exterior(2) 31-0-15 to 32-7-14, Interior(1) 32-7-14 to 35-5-13, Exterior(2) 35-5-13 to 40-3-1, Interior(1) 40-3-1 to 49-1-1 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 5) Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 13 and 27. This connection is for uplift only and does not consider lateral forces. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T14 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380456 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:21 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-vJdHxUUKiirfqrTOhucZCUDQZ9nmUO0xzA1Kd9yiOGu Scale = 1:93.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 21 20 19 18 17 16 15 23 24 25 26 27 28 29 30 31 32 33 34 4x6 5x6 4x6 6x8 6x8 5x6 3x6 3x4 6x8 WB4x12 3x6 4x12 2x4 4x6 4x12 4x12 2x4 4x12 5x6 5x6 6x8 WB 4x6 10-0-010-0-0 19-10-39-10-3 29-8-59-10-2 39-8-19-11-12 49-7-119-11-10 49-8-10-0-6 6-2-1 6-2-1 13-0-2 6-10-1 19-10-3 6-10-1 25-5-9 5-7-6 31-0-15 5-7-6 31-8-13 0-7-14 35-5-13 3-9-0 42-5-3 6-11-6 49-8-1 7-2-14 51-1-1 1-5-0 3-10-59-0-08-5-711-1-41-0-149-0-010.00 12 8.49 12 Plate Offsets (X,Y)-- [1:0-2-4,0-1-12], [2:0-3-0,0-2-1], [5:0-2-14,Edge], [7:0-4-0,0-3-8], [9:0-3-0,0-2-0], [13:0-8-9,Edge], [15:0-6-0,0-1-12] 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 0.88 0.59 0.94 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.34 -0.71 0.15 (loc) 19-21 17-19 13 l/defl >999 >830 n/a L/d 240 180 n/a PLATES MT20 Weight: 309 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8,5-7: 2x6 SPF No.2, 9-10,10-14: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 8-15: 2x4 SP 2400F 2.0E, 1-22: 2x6 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Right 2x8 SP No.2 -H 4-7-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-13 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-21, 4-19, 6-19, 6-17, 8-17, 8-15 REACTIONS.(lb/size)22=1977/0-3-8, 13=2064/0-4-3 Max Horz 22=-211(LC 12) Max Uplift 22=-354(LC 11), 13=-250(LC 11) Max Grav 22=1982(LC 2), 13=2127(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1987/387, 2-3=-1829/401, 3-4=-2869/557, 4-6=-2872/557, 6-7=-2937/514, 7-8=-3102/546, 8-9=-1631/338, 9-11=-2671/500, 11-13=-2890/440, 1-22=-1910/378 BOT CHORD 19-21=-365/2253, 17-19=-441/2973, 15-17=-397/2938, 13-15=-245/2165 WEBS 2-21=-121/981, 3-21=-1225/266, 3-19=-119/997, 4-19=-340/129, 6-17=-252/126, 7-17=-213/1370, 8-17=-957/213, 8-15=-2314/450, 9-15=-394/2219, 11-15=-251/232, 1-21=-208/1513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 5-2-6, Interior(1) 5-2-6 to 6-2-1, Exterior(2) 6-2-1 to 11-1-11, Interior(1) 11-1-11 to 31-0-15, Exterior(2) 31-0-15 to 31-8-2, Interior(1) 31-8-2 to 35-5-13, Exterior(2) 35-5-13 to 40-5-7, Interior(1) 40-5-7 to 51-1-1 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 22 and 13. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T15 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380457 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:22 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-OWBf8qVyT?zWS_2aFb7okimcsZ4jDtf4Cpmt9byiOGt Scale = 1:92.1 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 30 31 32 3x6 8x8 4x6 8x8 5x6 5x6 4x6 4x6 4x6 4x6 4x6 2x4 4x12 4x12 4x6 4x6 4x12 4x12 4x6 10-3-1110-3-11 20-3-1410-0-3 30-4-110-0-3 40-4-410-0-3 50-7-810-3-4 50-7-140-0-6 6-2-1 6-2-1 17-3-2 11-1-2 28-4-4 11-1-2 39-5-6 11-1-2 44-10-14 5-5-8 50-7-14 5-9-0 52-0-14 1-5-0 3-10-59-0-01-0-149-0-010.00 12 8.49 12 Plate Offsets (X,Y)-- [2:0-5-8,0-3-4], [7:0-6-0,0-4-0], [10:0-6-2,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 0.79 0.80 0.78 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.48 0.15 (loc) 14-16 14-16 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 299 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 *Except* 1-19: 2x6 SPF No.2 SLIDER Right 2x4 SPF No.2 -H 3-5-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-9 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 5-16, 5-14 2 Rows at 1/3 pts 2-19 REACTIONS.(lb/size)19=2016/0-3-8, 10=2103/0-4-3 Max Horz 19=-183(LC 12) Max Uplift 19=-274(LC 8), 10=-251(LC 7) Max Grav 19=2131(LC 2), 10=2106(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2019/388, 3-5=-3044/547, 5-7=-3057/549, 7-8=-2762/484, 8-10=-2955/480, 1-19=-259/137 BOT CHORD 18-19=-277/1331, 16-18=-512/2875, 14-16=-503/3163, 12-14=-242/2186, 10-12=-298/2224 WEBS 2-18=-222/1607, 3-18=-1385/342, 3-16=-6/509, 5-14=-609/256, 7-14=-278/1251, 7-12=-57/399, 2-19=-2166/367 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 5-3-9, Interior(1) 5-3-9 to 6-2-1, Exterior(2) 6-2-1 to 13-4-0, Interior(1) 13-4-0 to 39-5-6, Exterior(2) 39-5-6 to 46-7-5, Interior(1) 46-7-5 to 52-0-14 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 19 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T16 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380458 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:23 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-sil2MAWaEJ5N38dmoJe1HvImxyTNyLdERTWRi2yiOGs Scale = 1:86.2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 30 31 4x6 5x6 3x6 5x6 4x12 5x6 5x6 3x4 6x8 WB4x12 3x6 3x6 3x6 2x4 4x12 3x6 2x4 3x6 4x6 4x12 9-10-149-10-14 19-6-49-7-6 29-1-109-7-6 38-9-09-7-6 48-7-89-10-8 48-7-140-0-6 6-2-1 6-2-1 13-11-14 7-9-13 21-9-11 7-9-13 29-7-9 7-9-13 37-5-6 7-9-13 42-10-14 5-5-8 48-7-14 5-9-0 3-10-59-0-01-0-149-0-010.00 12 8.49 12 Plate Offsets (X,Y)-- [1:0-2-4,0-2-0], [2:0-3-0,0-2-1], [8:0-3-12,0-1-12], [11:0-8-9,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 0.89 0.58 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.29 -0.58 0.13 (loc) 16-18 16-18 11 l/defl >999 >996 n/a L/d 240 180 n/a PLATES MT20 Weight: 267 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-11,6-8: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-19: 2x6 SPF No.2 OTHERS 2x4 SPF No.2 SLIDER Right 2x8 SP No.2 -H 3-8-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-8. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-18, 5-16, 5-14, 7-14 REACTIONS.(lb/size)11=1937/0-4-3, 19=1937/0-3-8 Max Horz 19=-178(LC 12) Max Uplift 11=-228(LC 7), 19=-256(LC 8) Max Grav 11=1985(LC 2), 19=1938(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1935/360, 2-3=-1759/365, 3-5=-2736/505, 5-7=-2756/519, 7-8=-2780/529, 8-9=-2599/469, 9-11=-2794/455, 1-19=-1864/350 BOT CHORD 16-18=-426/2301, 14-16=-469/2816, 12-14=-220/2030, 11-12=-277/2077 WEBS 2-18=-138/956, 3-18=-1245/311, 3-16=-106/824, 5-16=-412/152, 7-14=-510/190, 8-14=-286/1145, 8-12=-71/427, 1-18=-245/1475 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-2-12 to 5-1-2, Interior(1) 5-1-2 to 6-2-1, Exterior(2) 6-2-1 to 13-0-10, Interior(1) 13-0-10 to 37-5-6, Exterior(2) 37-5-6 to 44-3-15, Interior(1) 44-3-15 to 48-7-14 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11 and 19. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T17 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380459 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:24 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-KuJQZWXD?dDEhICyM09Gp7rwnMjchq3Nf7F_EUyiOGr Scale = 1:82.5 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 30 31 4x6 5x6 3x6 5x6 6x10 5x6 5x6 3x4 4x12 4x12 3x6 3x6 3x6 2x4 4x12 3x6 2x4 3x10 4x12 4x6 9-6-29-6-2 18-8-119-2-9 27-11-49-2-9 37-1-139-2-9 46-7-89-5-11 46-7-140-0-6 6-2-1 6-2-1 13-5-14 7-3-13 20-9-11 7-3-13 28-1-9 7-3-13 35-5-6 7-3-13 40-10-14 5-5-8 46-7-14 5-9-0 3-10-59-0-01-0-149-0-010.00 12 8.49 12 Plate Offsets (X,Y)-- [1:0-2-4,0-2-0], [2:0-3-0,0-2-1], [8:0-3-12,0-1-12] 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 0.95 0.96 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.30 -0.57 0.14 (loc) 16-18 16-18 11 l/defl >999 >974 n/a L/d 240 180 n/a PLATES MT20 Weight: 245 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 8-11: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 13-15,15-17: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 *Except* 1-19: 2x6 SPF No.2 SLIDER Right 2x8 SP No.2 -H 3-8-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 2-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-18, 5-16, 5-14, 7-14 REACTIONS.(lb/size)11=1857/0-4-3, 19=1857/0-3-8 Max Horz 19=-178(LC 12) Max Uplift 11=-211(LC 7), 19=-238(LC 8) Max Grav 11=1902(LC 2), 19=1859(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1829/342, 2-3=-1619/344, 3-5=-2519/473, 5-7=-2540/487, 7-8=-2548/490, 8-9=-2477/453, 9-11=-2673/432, 1-19=-1787/336 BOT CHORD 16-18=-389/2121, 14-16=-425/2590, 12-14=-204/1915, 11-12=-261/1983 WEBS 2-18=-127/883, 3-18=-1182/294, 3-16=-101/785, 5-16=-396/147, 7-14=-471/175, 8-14=-254/1027, 8-12=-82/423, 1-18=-228/1396 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 4-10-12, Interior(1) 4-10-12 to 6-2-1, Exterior(2) 6-2-1 to 12-9-4, Interior(1) 12-9-4 to 35-5-6, Exterior(2) 35-5-6 to 42-0-9, Interior(1) 42-0-9 to 46-7-14 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 11 and 19. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T18 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380460 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:25 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-o4tonsXrmwL5JSn9wkgVMKO9dm4wQI?Xun?YmwyiOGq Scale = 1:80.8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 27 28 29 4x6 5x6 5x6 5x6 2x4 4x6 4x12 4x12 3x4 3x4 6x8 2x4 4x12 2x4 3x10 3x10 4x12 3x10 9-1-49-1-4 17-11-18-9-13 26-8-138-9-12 35-6-108-9-13 44-7-89-0-14 44-7-140-0-6 6-2-1 6-2-1 13-0-5 6-10-4 19-10-9 6-10-4 26-8-13 6-10-4 33-5-6 6-8-9 38-0-12 4-7-6 42-8-2 4-7-6 44-7-14 1-11-12 3-10-52-5-119-0-02-1-89-0-010.00 12 8.49 12 2.12 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [2:0-3-0,0-2-1], [3:0-1-12,0-1-8], [4:0-1-12,Edge], [5:0-0-0,0-1-12], [7:0-4-0,0-2-0], [16:0-1-12,0-1-8] 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 0.69 0.96 0.49 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.27 -0.52 0.13 (loc) 12-14 12-14 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 229 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 15-17: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-13 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 14-16. WEBS 1 Row at midpt 3-18, 4-16, 4-14, 6-14 REACTIONS.(lb/size)19=1775/0-3-8, 11=1775/0-4-3 Max Horz 19=-129(LC 7) Max Uplift 19=-221(LC 8), 11=-198(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1725/315, 2-3=-1482/316, 3-4=-2292/429, 4-6=-2295/440, 6-7=-2295/440, 7-8=-2311/425, 8-9=-2408/381, 1-19=-1699/311 BOT CHORD 16-18=-345/1944, 14-16=-373/2351, 12-14=-195/1751, 11-12=-228/1431 WEBS 2-18=-118/809, 3-18=-1103/276, 3-16=-93/722, 4-16=-367/139, 6-14=-437/162, 7-14=-228/946, 7-12=-99/411, 8-12=-277/164, 9-12=-47/519, 1-18=-208/1320, 9-11=-2149/368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-7-5, Interior(1) 4-7-5 to 6-2-1, Exterior(2) 6-2-1 to 10-7-10, Interior(1) 10-7-10 to 33-5-6, Exterior(2) 33-5-6 to 38-1-9, Interior(1) 38-1-9 to 44-6-2 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 19 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T19 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380461 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:26 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-GHRA_BYTXETywcMLURBluYwJ1AQ89hDg7Rk5JNyiOGp Scale = 1:77.1 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 27 28 29 4x6 5x6 3x6 5x6 6x8 2x4 4x6 4x6 3x10 3x4 3x4 3x4 2x4 3x10 3x4 3x10 4x6 4x12 8-8-88-8-8 17-1-88-5-0 25-6-78-4-15 33-11-78-5-0 42-7-88-8-1 42-7-140-0-6 6-2-1 6-2-1 12-5-14 6-3-13 18-9-11 6-3-13 25-1-9 6-3-13 31-5-6 6-3-13 39-4-2 7-10-13 42-7-14 3-3-12 3-10-53-5-09-0-02-9-159-0-010.00 12 8.49 12 2.12 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [2:0-3-0,0-2-1], [7:0-4-0,0-2-0], [8:0-4-0,0-2-12], [13:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.96 0.75 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.44 0.12 (loc) 11-13 15-17 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 218 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 7-8: 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 3-1-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-8-13 max.): 2-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 13-15. WEBS 1 Row at midpt 3-17, 4-15, 4-13, 6-13 REACTIONS.(lb/size)18=1695/0-3-8, 10=1695/0-4-3 Max Horz 18=-117(LC 7) Max Uplift 18=-206(LC 8), 10=-184(LC 7) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1622/296, 2-3=-1355/296, 3-4=-2088/398, 4-6=-2101/408, 6-7=-2086/402, 7-8=-2206/362, 1-18=-1623/295 BOT CHORD 15-17=-306/1775, 13-15=-331/2140, 11-13=-199/1652, 10-11=-273/1610 WEBS 2-17=-109/745, 3-17=-1035/259, 3-15=-90/683, 4-15=-357/133, 6-13=-400/157, 7-13=-202/840, 8-10=-2232/392, 1-17=-190/1243 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-1-12 to 4-4-15, Interior(1) 4-4-15 to 6-2-1, Exterior(2) 6-2-1 to 10-5-4, Interior(1) 10-5-4 to 31-5-6, Exterior(2) 31-5-6 to 35-8-9, Interior(1) 35-8-9 to 42-6-2 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) Provide adequate drainage to prevent water ponding. 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 18 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T20 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380462 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:29 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-gs6JcDbLq9rWn34w9ZlSWAYrjNQUM4I6pPzlvhyiOGm Scale = 1:91.7 12 3 4 5 6 7 8 910 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 36 6x8 5x6 3x6 6x8 5x6 3x4 4x6 3x4 4x12 3x6 3x6 6x8 4x6 3x10 3x6 3x6 3x6 3x6 3x6 3x10 3x10 4x12 3x6 3-5-11 3-5-11 6-5-0 2-11-5 6-8-8 0-3-8 15-3-1 8-6-9 23-9-10 8-6-9 32-4-3 8-6-9 40-10-13 8-6-10 49-8-8 8-9-11 49-8-14 0-0-6 -1-0-0 1-0-0 3-5-11 3-5-11 6-10-4 3-4-9 11-0-10 4-2-6 15-3-1 4-2-6 21-5-12 6-2-12 27-8-8 6-2-12 33-11-3 6-2-12 40-1-15 6-2-12 45-10-13 5-8-14 49-8-14 3-10-1 0-6-144-0-06-2-911-0-03-6-72-0-011-0-06.00 12 10.00 12 2.12 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-9], [2:0-0-9,0-5-12], [2:0-3-0,0-0-9], [4:0-1-15,0-0-0], [5:0-4-6,Edge], [5:0-0-14,0-1-12], [7:0-4-0,0-1-12], [10:0-2-7,0-1-8], [12:0-6-0,0-1-12], [23:0-2-12,0-3-0], [24:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.68 0.98 0.60 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.24 -0.49 0.16 (loc) 16-18 18-20 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 250 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 2-11-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-1 max.): 7-12. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-23, 8-22, 9-20, 9-18, 11-16, 13-15 REACTIONS.(lb/size)2=304/0-3-0, 24=2004/0-3-8, 15=1717/0-4-3 Max Horz 2=236(LC 11) Max Uplift 2=-71(LC 7), 24=-324(LC 8), 15=-193(LC 7) Max Grav 2=306(LC 22), 24=2004(LC 1), 15=1717(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-274/96, 6-7=-1925/357, 7-8=-1440/315, 8-9=-2155/408, 9-11=-2164/412, 11-12=-1451/319, 12-13=-2086/366 BOT CHORD 23-24=-1976/398, 4-23=-272/112, 22-23=-253/1316, 20-22=-338/2020, 18-20=-356/2232, 16-18=-303/2077, 15-16=-256/1489 WEBS 6-23=-2016/342, 7-22=-131/939, 8-22=-1050/246, 8-20=-54/547, 9-20=-265/112, 11-18=-36/501, 11-16=-1053/241, 12-16=-121/985, 13-15=-2134/376 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 3-11-11, Interior(1) 3-11-11 to 15-3-1, Exterior(2) 15-3-1 to 20-2-12 , Interior(1) 20-2-12 to 40-1-15, Exterior(2) 40-1-15 to 45-1-10, Interior(1) 45-1-10 to 49-7-2 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 24, and 15. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380463 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:30 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-92ghqZb_bTzNPDf6iHGh3O50ZnmV5VLG23iJS8yiOGl Scale = 1:88.9 12 3 4 5 6 7 8 910 11 12 13 14 24 23 22 21 20 19 18 17 16 15 25 26 27 28 29 30 31 32 33 34 35 36 10x12 5x6 3x6 5x6 5x6 3x4 4x6 3x6 4x12 3x6 3x6 6x10 4x6 3x10 3x6 3x6 3x6 3x6 3x6 3x10 3x6 4x6 3-5-11 3-5-11 6-5-0 2-11-5 6-8-8 0-3-8 15-3-1 8-6-9 23-3-10 8-0-9 31-4-3 8-0-9 39-4-13 8-0-10 47-8-8 8-3-11 47-8-14 0-0-6 -1-0-0 1-0-0 3-5-11 3-5-11 6-10-4 3-4-9 11-0-10 4-2-6 15-3-1 4-2-6 21-5-12 6-2-12 27-8-8 6-2-12 33-11-3 6-2-12 40-1-15 6-2-12 45-4-6 5-2-7 47-8-14 2-4-8 0-6-144-0-06-7-1511-0-04-2-152-0-011-0-06.00 12 10.00 12 2.12 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-9], [2:0-0-9,0-5-12], [2:0-3-0,0-0-9], [4:0-3-1,0-0-0], [5:0-5-10,Edge], [5:0-0-14,0-1-12], [7:0-4-4,0-2-0], [10:0-2-7,0-1-8], [12:0-3-0,0-2-1], [15:0-2-3,0-1-12], [22:0-2-12,0-3-4], [23:0-3-0,0-1-8] 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 0.68 0.99 0.74 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.42 0.15 (loc) 19-21 18-19 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 251 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* 1-5: 2x4 SP 2400F 2.0E BOT CHORD 2x4 SPF No.2 *Except* 4-23: 2x6 SPF No.2 WEBS 2x4 SPF No.2 WEDGE Left: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-7 max.): 7-12. BOT CHORD Rigid ceiling directly applied or 4-5-3 oc bracing. WEBS 1 Row at midpt 6-22, 8-21, 9-19, 9-18, 11-16 REACTIONS.(lb/size)2=292/0-3-0, 23=2816/(0-3-8 + H10A Simpson Strong-Tie) (req. 0-4-7), 15=1701/0-4-3 Max Horz 2=248(LC 11) Max Uplift 2=-72(LC 7), 23=-424(LC 8), 15=-209(LC 7) Max Grav 2=292(LC 22), 23=2816(LC 1), 15=1701(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-254/96, 4-5=-477/61, 5-6=-529/87, 6-7=-2210/482, 7-8=-1561/381, 8-9=-2124/441, 9-11=-2054/413, 11-12=-1341/305, 12-13=-1734/325 BOT CHORD 22-23=-2786/634, 4-22=-866/198, 21-22=-393/1708, 19-21=-371/2044, 18-19=-374/2154, 16-18=-308/1890, 15-16=-151/825 WEBS 6-22=-2318/500, 6-21=-308/199, 7-21=-186/1060, 8-21=-885/216, 8-19=-29/402, 9-18=-334/121, 11-18=-67/595, 11-16=-1065/254, 12-16=-109/794, 13-16=-92/576, 13-15=-1773/337 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 3-9-5, Interior(1) 3-9-5 to 15-3-1, Exterior(2) 15-3-1 to 20-0-5, Interior(1) 20-0-5 to 40-1-15, Exterior(2) 40-1-15 to 44-11-4, Interior(1) 44-11-4 to 47-7-2 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) H10A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 23. 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) 2 and 15. 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, 37, 38, 39, 40, 41, 42, 43 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.Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380463 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:31 2019 Page 2 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-dEE31vccMm5E1NEJG_nwbbeBJB6kqyaPGjSs_ayiOGk LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 7-27=-60, 7-12=-60, 12-13=-60, 13-14=-60, 2-23=-20, 15-22=-20 Trapezoidal Loads (plf) Vert: 4=-254-to-5=-250, 5=-250-to-27=-195 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 7-27=-50, 7-12=-50, 12-13=-50, 13-14=-50, 2-23=-20, 22-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 34-35=-20, 35-36=-50, 15-36=-20 Trapezoidal Loads (plf) Vert: 4=-227-to-5=-224, 5=-224-to-27=-168 3) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-25=25, 4-25=15, 7-27=15, 7-28=23, 12-28=18, 12-30=20, 13-30=15, 13-14=15, 2-23=21, 15-22=-6 Horz: 1-2=-53, 2-25=-33, 5-25=-24, 5-7=-24, 12-30=29, 13-30=24, 13-14=24 Drag: 7-28=-0, 8-28=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=33-to-5=37, 5=37-to-27=92 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=15, 7-27=20, 7-29=18, 12-29=23, 12-13=15, 13-14=25, 2-23=21, 15-22=-6 Horz: 1-2=-19, 2-5=-24, 5-26=-24, 7-26=-29, 12-13=24, 13-14=33 Drag: 7-8=-0, 11-29=0, 12-29=0 Trapezoidal Loads (plf) Vert: 4=29-to-5=33, 5=33-to-26=70, 26=75-to-27=93 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-4=-32, 7-27=-44, 7-12=-29, 12-13=-44, 13-14=-32, 2-23=-15, 15-22=-20 Horz: 1-2=-7, 2-5=12, 5-7=24, 12-13=-24, 13-14=-12 Drag: 7-8=0, 11-12=-0 Trapezoidal Loads (plf) Vert: 4=-198-to-5=-195, 5=-207-to-27=-151 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-4=-32, 7-27=-44, 7-12=-29, 12-13=-44, 13-14=-32, 2-23=-15, 15-22=-20 Horz: 1-2=7, 2-5=12, 5-7=24, 12-13=-24, 13-14=-12 Drag: 7-8=0, 11-12=-0 Trapezoidal Loads (plf) Vert: 4=-198-to-5=-195, 5=-207-to-27=-151 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=1, 7-27=-11, 7-12=22, 12-13=9, 13-14=10, 2-23=8, 15-22=-6 Horz: 1-2=-19, 2-5=-9, 5-7=2, 12-13=17, 13-14=18 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-8-to-5=-4, 5=-15-to-27=40 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=10, 7-27=9, 7-12=22, 12-13=-11, 13-14=22, 2-23=8, 15-22=-6 Horz: 1-2=-14, 2-5=-19, 5-7=-17, 12-13=-2, 13-14=30 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=2-to-5=6, 5=4-to-27=60 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-4=-20, 7-27=-31, 7-12=2, 12-13=-12, 13-14=-10, 2-23=-6, 15-22=-20 Horz: 1-2=-5, 2-5=-0, 5-7=11, 12-13=8, 13-14=10 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-165-to-5=-161, 5=-172-to-27=-117 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-6, 2-4=-10, 7-27=-12, 7-12=2, 12-13=-31, 13-14=2, 2-23=-6, 15-22=-20 Horz: 1-2=-14, 2-5=-10, 5-7=-8, 12-13=-11, 13-14=22 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-155-to-5=-152, 5=-153-to-27=-97 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-4=22, 7-27=22, 7-12=9, 12-13=9, 13-14=9, 2-23=-6, 15-22=-6 Horz: 1-2=-26, 2-5=-30, 5-7=-30, 12-13=17, 13-14=17 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-11-to-5=-7, 5=-7-to-27=49 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380463 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:31 2019 Page 3 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-dEE31vccMm5E1NEJG_nwbbeBJB6kqyaPGjSs_ayiOGk LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 7-27=9, 7-12=9, 12-13=22, 13-14=22, 2-23=-6, 15-22=-6 Horz: 1-2=-13, 2-5=-17, 5-7=-17, 12-13=30, 13-14=30 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-24-to-5=-20, 5=-20-to-27=36 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-4=22, 7-27=22, 7-12=9, 12-13=9, 13-14=9, 2-23=-6, 15-22=-6 Horz: 1-2=-26, 2-5=-30, 5-7=-30, 12-13=17, 13-14=17 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-11-to-5=-7, 5=-7-to-27=49 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 7-27=9, 7-12=9, 12-13=22, 13-14=22, 2-23=-6, 15-22=-6 Horz: 1-2=-13, 2-5=-17, 5-7=-17, 12-13=30, 13-14=30 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-24-to-5=-20, 5=-20-to-27=36 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=2, 7-27=2, 7-12=-12, 12-13=-12, 13-14=-12, 2-23=-20, 15-22=-20 Horz: 1-2=-26, 2-5=-22, 5-7=-22, 12-13=8, 13-14=8 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-133-to-5=-129, 5=-129-to-27=-73 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-4=-12, 7-27=-12, 7-12=-12, 12-13=2, 13-14=2, 2-23=-20, 15-22=-20 Horz: 1-2=-13, 2-5=-8, 5-7=-8, 12-13=22, 13-14=22 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-146-to-5=-142, 5=-142-to-27=-86 17) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 7-27=-20, 7-12=-20, 12-13=-20, 13-14=-20, 2-23=-20, 22-31=-20, 31-32=-60, 32-33=-20, 33-34=-60, 34-35=-20, 35-36=-60, 15-36=-20 Trapezoidal Loads (plf) Vert: 4=-147-to-5=-143, 5=-143-to-27=-87 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-47, 2-4=-50, 7-27=-58, 7-12=-34, 12-13=-44, 13-14=-43, 2-23=-9, 22-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 34-35=-20, 35-36=-50, 15-36=-20 Horz: 1-2=-3, 2-5=-0, 5-7=8, 12-13=6, 13-14=7 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-241-to-5=-237, 5=-246-to-27=-190 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-4=-43, 7-27=-44, 7-12=-34, 12-13=-58, 13-14=-34, 2-23=-9, 22-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 34-35=-20, 35-36=-50, 15-36=-20 Horz: 1-2=-11, 2-5=-7, 5-7=-6, 12-13=-8, 13-14=16 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-234-to-5=-230, 5=-231-to-27=-176 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-4=-34, 7-27=-34, 7-12=-44, 12-13=-44, 13-14=-44, 2-23=-20, 22-31=-20, 31-32=-50, 32-33=-20, 33-34=-50 , 34-35=-20, 35-36=-50, 15-36=-20 Horz: 1-2=-19, 2-5=-16, 5-7=-16, 12-13=6, 13-14=6 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-217-to-5=-213, 5=-213-to-27=-157 21) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-4=-44, 7-27=-44, 7-12=-44, 12-13=-34, 13-14=-34, 2-23=-20, 22-31=-20, 31-32=-50, 32-33=-20, 33-34=-50 , 34-35=-20, 35-36=-50, 15-36=-20 Horz: 1-2=-10, 2-5=-6, 5-7=-6, 12-13=16, 13-14=16 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-227-to-5=-223, 5=-223-to-27=-167 22) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 7-27=-60, 7-12=-60, 12-13=-20, 13-14=-20, 2-23=-20, 15-22=-20 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 19-4407A Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380463 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:31 2019 Page 4 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-dEE31vccMm5E1NEJG_nwbbeBJB6kqyaPGjSs_ayiOGk LOAD CASE(S) Standard Trapezoidal Loads (plf) Vert: 4=-254-to-5=-250, 5=-250-to-27=-195 23) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-20, 7-27=-20, 7-12=-60, 12-13=-60, 13-14=-60, 2-23=-20, 15-22=-20 Trapezoidal Loads (plf) Vert: 4=-214-to-5=-210, 5=-210-to-27=-155 24) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 7-27=-50, 7-12=-50, 12-13=-20, 13-14=-20, 2-23=-20, 22-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 34-35=-20, 35-36=-50, 15-36=-20 Trapezoidal Loads (plf) Vert: 4=-227-to-5=-224, 5=-224-to-27=-168 25) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-20, 7-27=-20, 7-12=-50, 12-13=-50, 13-14=-50, 2-23=-20, 22-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 34-35=-20, 35-36=-50, 15-36=-20 Trapezoidal Loads (plf) Vert: 4=-197-to-5=-194, 5=-194-to-27=-138 26) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-25=25, 4-25=15, 7-27=15, 7-28=23, 12-28=18, 12-30=20, 13-30=15, 13-14=15, 2-23=21, 15-22=-6 Horz: 1-2=-53, 2-25=-33, 5-25=-24, 5-7=-24, 12-30=29, 13-30=24, 13-14=24 Drag: 7-28=-0, 8-28=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=33-to-5=37, 5=37-to-27=92 27) Reversal: Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=15, 7-27=20, 7-29=18, 12-29=23, 12-13=15, 13-14=25, 2-23=21, 15-22=-6 Horz: 1-2=-19, 2-5=-24, 5-26=-24, 7-26=-29, 12-13=24, 13-14=33 Drag: 7-8=-0, 11-29=0, 12-29=0 Trapezoidal Loads (plf) Vert: 4=29-to-5=33, 5=33-to-26=70, 26=75-to-27=93 28) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-4=-32, 7-27=-44, 7-12=-29, 12-13=-44, 13-14=-32, 2-23=-15, 15-22=-20 Horz: 1-2=-7, 2-5=12, 5-7=24, 12-13=-24, 13-14=-12 Drag: 7-8=0, 11-12=-0 Trapezoidal Loads (plf) Vert: 4=-198-to-5=-195, 5=-207-to-27=-151 29) Reversal: Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-4=-32, 7-27=-44, 7-12=-29, 12-13=-44, 13-14=-32, 2-23=-15, 15-22=-20 Horz: 1-2=7, 2-5=12, 5-7=24, 12-13=-24, 13-14=-12 Drag: 7-8=0, 11-12=-0 Trapezoidal Loads (plf) Vert: 4=-198-to-5=-195, 5=-207-to-27=-151 30) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=1, 7-27=-11, 7-12=22, 12-13=9, 13-14=10, 2-23=8, 15-22=-6 Horz: 1-2=-19, 2-5=-9, 5-7=2, 12-13=17, 13-14=18 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-8-to-5=-4, 5=-15-to-27=40 31) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=10, 7-27=9, 7-12=22, 12-13=-11, 13-14=22, 2-23=8, 15-22=-6 Horz: 1-2=-14, 2-5=-19, 5-7=-17, 12-13=-2, 13-14=30 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=2-to-5=6, 5=4-to-27=60 32) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-4=-20, 7-27=-31, 7-12=2, 12-13=-12, 13-14=-10, 2-23=-6, 15-22=-20 Horz: 1-2=-5, 2-5=-0, 5-7=11, 12-13=8, 13-14=10 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-165-to-5=-161, 5=-172-to-27=-117 33) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-6, 2-4=-10, 7-27=-12, 7-12=2, 12-13=-31, 13-14=2, 2-23=-6, 15-22=-20 Horz: 1-2=-14, 2-5=-10, 5-7=-8, 12-13=-11, 13-14=22 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-155-to-5=-152, 5=-153-to-27=-97 34) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: 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 19-4407A Truss T21 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380463 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:31 2019 Page 5 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-dEE31vccMm5E1NEJG_nwbbeBJB6kqyaPGjSs_ayiOGk LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=17, 2-4=22, 7-27=22, 7-12=9, 12-13=9, 13-14=9, 2-23=-6, 15-22=-6 Horz: 1-2=-26, 2-5=-30, 5-7=-30, 12-13=17, 13-14=17 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-11-to-5=-7, 5=-7-to-27=49 35) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 7-27=9, 7-12=9, 12-13=22, 13-14=22, 2-23=-6, 15-22=-6 Horz: 1-2=-13, 2-5=-17, 5-7=-17, 12-13=30, 13-14=30 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-24-to-5=-20, 5=-20-to-27=36 36) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-4=22, 7-27=22, 7-12=9, 12-13=9, 13-14=9, 2-23=-6, 15-22=-6 Horz: 1-2=-26, 2-5=-30, 5-7=-30, 12-13=17, 13-14=17 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-11-to-5=-7, 5=-7-to-27=49 37) Reversal: Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 7-27=9, 7-12=9, 12-13=22, 13-14=22, 2-23=-6, 15-22=-6 Horz: 1-2=-13, 2-5=-17, 5-7=-17, 12-13=30, 13-14=30 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-24-to-5=-20, 5=-20-to-27=36 38) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=2, 7-27=2, 7-12=-12, 12-13=-12, 13-14=-12, 2-23=-20, 15-22=-20 Horz: 1-2=-26, 2-5=-22, 5-7=-22, 12-13=8, 13-14=8 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-133-to-5=-129, 5=-129-to-27=-73 39) Reversal: Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-4=-12, 7-27=-12, 7-12=-12, 12-13=2, 13-14=2, 2-23=-20, 15-22=-20 Horz: 1-2=-13, 2-5=-8, 5-7=-8, 12-13=22, 13-14=22 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-146-to-5=-142, 5=-142-to-27=-86 40) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-47, 2-4=-50, 7-27=-58, 7-12=-34, 12-13=-44, 13-14=-43, 2-23=-9, 22-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 34-35=-20, 35-36=-50, 15-36=-20 Horz: 1-2=-3, 2-5=-0, 5-7=8, 12-13=6, 13-14=7 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-241-to-5=-237, 5=-246-to-27=-190 41) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-4=-43, 7-27=-44, 7-12=-34, 12-13=-58, 13-14=-34, 2-23=-9, 22-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 34-35=-20, 35-36=-50, 15-36=-20 Horz: 1-2=-11, 2-5=-7, 5-7=-6, 12-13=-8, 13-14=16 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-234-to-5=-230, 5=-231-to-27=-176 42) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-4=-34, 7-27=-34, 7-12=-44, 12-13=-44, 13-14=-44, 2-23=-20, 22-31=-20, 31-32=-50, 32-33=-20, 33-34=-50 , 34-35=-20, 35-36=-50, 15-36=-20 Horz: 1-2=-19, 2-5=-16, 5-7=-16, 12-13=6, 13-14=6 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-217-to-5=-213, 5=-213-to-27=-157 43) Reversal: Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-4=-44, 7-27=-44, 7-12=-44, 12-13=-34, 13-14=-34, 2-23=-20, 22-31=-20, 31-32=-50, 32-33=-20, 33-34=-50 , 34-35=-20, 35-36=-50, 15-36=-20 Horz: 1-2=-10, 2-5=-6, 5-7=-6, 12-13=16, 13-14=16 Drag: 7-8=-0, 11-12=0 Trapezoidal Loads (plf) Vert: 4=-227-to-5=-223, 5=-223-to-27=-167 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T22 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380464 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:32 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-5RoRFFdE74D5eXpVqiI98pAM0aTXZL6ZVNBPW0yiOGj Scale = 1:91.2 12 3 4 5 6 7 8 910 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 36 6x8 5x6 3x6 6x8 5x6 3x4 4x6 3x4 4x12 3x6 3x6 6x8 4x6 3x10 3x6 3x6 3x6 3x6 3x6 3x10 3x10 4x12 4x12 3-5-11 3-5-11 6-5-0 2-11-5 6-8-8 0-3-8 15-3-1 8-6-9 23-8-5 8-5-4 32-1-9 8-5-4 40-6-14 8-5-5 49-3-4 8-8-6 49-3-10 0-0-6 -1-0-0 1-0-0 3-5-11 3-5-11 6-10-4 3-4-9 11-0-10 4-2-6 15-3-1 4-2-6 21-5-12 6-2-12 27-8-8 6-2-12 33-11-3 6-2-12 40-1-15 6-2-12 45-9-7 5-7-8 49-3-10 3-6-3 0-6-144-0-06-3-1211-0-03-8-52-0-011-0-06.00 12 10.00 12 2.12 12 Plate Offsets (X,Y)-- [2:0-0-4,0-0-9], [2:0-0-9,0-5-12], [2:0-3-0,0-0-9], [4:0-1-15,0-0-0], [5:0-4-6,Edge], [5:0-0-14,0-1-12], [7:0-4-0,0-1-12], [9:0-2-7,0-1-8], [12:0-6-0,0-1-12], [23:0-2-12,0-3-0], [24:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.61 0.96 0.98 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.23 -0.47 0.15 (loc) 16-18 18-20 15 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 249 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 3-3-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-9-9 max.): 7-12. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-23, 8-22, 10-20, 10-18, 11-16 REACTIONS.(lb/size)2=307/0-3-0, 24=1983/0-3-8, 15=1700/0-4-3 Max Horz 2=239(LC 11) Max Uplift 2=-71(LC 7), 24=-323(LC 8), 15=-194(LC 7) Max Grav 2=309(LC 22), 24=1983(LC 1), 15=1700(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-281/95, 6-7=-1902/353, 7-8=-1422/312, 8-10=-2113/401, 10-11=-2116/403, 11-12=-1414/311, 12-13=-1984/350 BOT CHORD 23-24=-1955/396, 4-23=-276/112, 22-23=-254/1303, 20-22=-337/1990, 18-20=-353/2188, 16-18=-300/2016, 15-16=-228/1322 WEBS 6-23=-1974/337, 7-22=-129/925, 8-22=-1028/243, 8-20=-51/528, 10-20=-250/109, 11-18=-40/508, 11-16=-1040/241, 12-16=-115/922, 13-15=-2020/359 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 3-11-3, Interior(1) 3-11-3 to 15-3-1, Exterior(2) 15-3-1 to 20-2-3, Interior(1) 20-2-3 to 40-1-15, Exterior(2) 40-1-15 to 45-1-1, Interior(1) 45-1-1 to 49-1-14 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2, 24, and 15. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380465 8.310 s Jul 27 2019 MiTek Industries, Inc. Tue Sep 3 10:42:37 2019 Page 1 Timberland Lumber Company, Brazil, IN 47834 ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-g2G3RAfUyGfpEAlpG6eCZQskHONQBdUJKdGr_2yhMkG Scale = 1:93.8 12 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 33 34 7x12 4x6 5x6 6x6 3x4 4x6 3x8 10x10 4x6 4x6 4x6 6x10 4x6 4x6 4x6 4x6 4x9 7x12 5x6 4x12 2x4 3-9-14 3-9-14 6-5-0 2-7-2 6-8-8 0-3-8 11-0-10 4-4-2 17-9-7 6-8-13 28-10-5 11-0-14 39-11-4 11-0-15 40-1-15 0-2-11 51-1-3 10-11-4 51-3-4 0-2-2 51-3-10 0-0-6 -1-0-0 1-0-0 3-9-14 3-9-14 6-8-8 2-10-10 6-10-4 0-1-12 11-0-10 4-2-6 15-3-1 4-2-6 23-6-11 8-3-10 31-10-5 8-3-10 40-1-15 8-3-10 40-6-8 0-4-10 47-8-6 7-1-14 51-3-10 3-7-4 0-6-144-0-05-7-711-0-02-11-132-0-011-0-06.00 12 10.00 12 8.49 12 2.12 12 Plate Offsets (X,Y)-- [4:0-5-0,0-5-4], [6:0-9-0,0-3-0], [10:0-3-0,0-2-12], [13:0-2-12,0-2-0], [16:0-2-12,0-4-8], [16:0-0-0,0-2-12], [21:0-7-8,0-3-0], [22:0-4-4,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.48 0.88 0.91 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.20 -0.40 0.11 (loc) 14-17 17-18 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 311 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 BOT CHORD 2x6 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-0 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 4-1-13 oc bracing. WEBS 1 Row at midpt 7-18, 9-14, 11-14 REACTIONS.(lb/size)2=201/0-3-0, 22=3033/0-3-8 (req. 0-4-12), 13=1826/0-4-3 Max Horz 2=226(LC 11) Max Uplift 2=-75(LC 7), 22=-451(LC 8), 13=-201(LC 7) Max Grav 2=205(LC 22), 22=3033(LC 1), 13=1826(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-24=-222/670, 4-24=-213/724, 4-25=-2697/507, 5-25=-2220/447, 5-26=-2541/640, 6-26=-2321/611, 6-27=-2022/430, 7-27=-2021/430, 7-8=-2584/494, 8-9=-2584/494, 9-28=-1890/395, 10-28=-1892/395, 10-29=-2300/419, 11-29=-2402/394 BOT CHORD 21-22=-3002/671, 4-21=-3039/645, 20-30=-288/1713, 19-30=-288/1713, 18-19=-288/1713, 18-31=-399/2452, 31-32=-399/2452, 17-32=-399/2452, 16-17=-367/2504, 16-33=-367/2504, 33-34=-367/2504, 15-34=-367/2504, 14-15=-367/2504, 13-14=-336/1847 WEBS 3-21=-582/229, 6-18=-145/1079, 7-18=-831/235, 7-17=-2/279, 9-17=0/312, 9-14=-957/259, 10-14=-99/927, 11-13=-2437/461, 5-20=-790/355, 6-20=-228/440, 4-20=-357/1770 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=115mph (3-second gust) V(IRC2012)=91mph; TCDL=4.2psf; BCDL=3.0psf; h=30ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -1-0-0 to 4-1-9, Interior(1) 4-1-9 to 15-3-1, Exterior(2) 15-3-1 to 20-4-10, Interior(1) 20-4-10 to 40-1-15, Exterior(2) 40-1-15 to 45-3-8, Interior(1) 45-3-8 to 51-1-14 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) WARNING: Required bearing size at joint(s) 22 greater than input bearing size. 6) All bearings are assumed to be User Defined crushing capacity of 425 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 2, 451 lb uplift at joint 22 and 201 lb uplift at joint 13. 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 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380465 8.310 s Jul 27 2019 MiTek Industries, Inc. Tue Sep 3 10:42:37 2019 Page 2 Timberland Lumber Company, Brazil, IN 47834 ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-g2G3RAfUyGfpEAlpG6eCZQskHONQBdUJKdGr_2yhMkG LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-60, 6-26=-60, 6-10=-60, 10-11=-60, 11-12=-60, 2-22=-20, 13-21=-20 Trapezoidal Loads (plf) Vert: 4=-255-to-26=-195 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 6-26=-50, 6-10=-50, 10-11=-50, 11-12=-50, 2-22=-20, 21-30=-20, 19-30=-50, 19-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 13-34=-20 Trapezoidal Loads (plf) Vert: 4=-228-to-26=-168 3) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=45, 2-24=25, 4-24=15, 6-26=15, 6-27=23, 10-27=18, 10-29=20, 11-29=15, 11-12=15, 2-22=21, 13-21=-6 Horz: 1-2=-53, 2-24=-33, 4-24=-24, 4-6=-24, 10-29=29, 11-29=24, 11-12=24 Drag: 6-27=-0, 7-27=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 4=32-to-26=92 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=15, 6-26=20, 6-28=18, 10-28=23, 10-11=15, 11-12=25, 2-22=21, 13-21=-6 Horz: 1-2=-19, 2-4=-24, 4-25=-24, 6-25=-29, 10-11=24, 11-12=33 Drag: 6-7=-0, 9-28=0, 10-28=0 Trapezoidal Loads (plf) Vert: 4=32-to-25=70, 25=74-to-26=97 5) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-13, 2-4=-32, 6-26=-44, 6-10=-29, 10-11=-44, 11-12=-32, 2-22=-15, 13-21=-20 Horz: 1-2=-7, 2-4=12, 4-6=24, 10-11=-24, 11-12=-12 Drag: 6-7=0, 9-10=-0 Trapezoidal Loads (plf) Vert: 4=-211-to-26=-151 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-27, 2-4=-32, 6-26=-44, 6-10=-29, 10-11=-44, 11-12=-32, 2-22=-15, 13-21=-20 Horz: 1-2=7, 2-4=12, 4-6=24, 10-11=-24, 11-12=-12 Drag: 6-7=0, 9-10=-0 Trapezoidal Loads (plf) Vert: 4=-211-to-26=-151 7) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=11, 2-4=1, 6-26=-11, 6-10=22, 10-11=9, 11-12=10, 2-22=8, 13-21=-6 Horz: 1-2=-19, 2-4=-9, 4-6=2, 10-11=17, 11-12=18 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 4=-20-to-26=40 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=10, 6-26=9, 6-10=22, 10-11=-11, 11-12=22, 2-22=8, 13-21=-6 Horz: 1-2=-14, 2-4=-19, 4-6=-17, 10-11=-2, 11-12=30 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 4=-0-to-26=60 9) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-15, 2-4=-20, 6-26=-31, 6-10=2, 10-11=-12, 11-12=-10, 2-22=-6, 13-21=-20 Horz: 1-2=-5, 2-4=-0, 4-6=11, 10-11=8, 11-12=10 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 4=-177-to-26=-117 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-6, 2-4=-10, 6-26=-12, 6-10=2, 10-11=-31, 11-12=2, 2-22=-6, 13-21=-20 Horz: 1-2=-14, 2-4=-10, 4-6=-8, 10-11=-11, 11-12=22 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 4=-157-to-26=-97 11) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-4=22, 6-26=22, 6-10=9, 10-11=9, 11-12=9, 2-22=-6, 13-21=-6 Horz: 1-2=-26, 2-4=-30, 4-6=-30, 10-11=17, 11-12=17 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 4=-11-to-26=49 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380465 8.310 s Jul 27 2019 MiTek Industries, Inc. Tue Sep 3 10:42:37 2019 Page 3 Timberland Lumber Company, Brazil, IN 47834 ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-g2G3RAfUyGfpEAlpG6eCZQskHONQBdUJKdGr_2yhMkG LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 6-26=9, 6-10=9, 10-11=22, 11-12=22, 2-22=-6, 13-21=-6 Horz: 1-2=-13, 2-4=-17, 4-6=-17, 10-11=30, 11-12=30 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 4=-24-to-26=36 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=17, 2-4=22, 6-26=22, 6-10=9, 10-11=9, 11-12=9, 2-22=-6, 13-21=-6 Horz: 1-2=-26, 2-4=-30, 4-6=-30, 10-11=17, 11-12=17 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 4=-11-to-26=49 14) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=4, 2-4=9, 6-26=9, 6-10=9, 10-11=22, 11-12=22, 2-22=-6, 13-21=-6 Horz: 1-2=-13, 2-4=-17, 4-6=-17, 10-11=30, 11-12=30 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 4=-24-to-26=36 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=6, 2-4=2, 6-26=2, 6-10=-12, 10-11=-12, 11-12=-12, 2-22=-20, 13-21=-20 Horz: 1-2=-26, 2-4=-22, 4-6=-22, 10-11=8, 11-12=8 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 4=-133-to-26=-73 16) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-7, 2-4=-12, 6-26=-12, 6-10=-12, 10-11=2, 11-12=2, 2-22=-20, 13-21=-20 Horz: 1-2=-13, 2-4=-8, 4-6=-8, 10-11=22, 11-12=22 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 4=-146-to-26=-86 17) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-20, 6-26=-20, 6-10=-20, 10-11=-20, 11-12=-20, 2-22=-20, 21-30=-20, 19-30=-60, 19-31=-20, 31-32=-60, 32-33=-20, 33-34=-60, 13-34=-20 Trapezoidal Loads (plf) Vert: 4=-148-to-26=-88 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-47, 2-4=-50, 6-26=-58, 6-10=-34, 10-11=-44, 11-12=-43, 2-22=-9, 21-30=-20, 19-30=-50, 19-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 13-34=-20 Horz: 1-2=-3, 2-4=-0, 4-6=8, 10-11=6, 11-12=7 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 4=-250-to-26=-190 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-39, 2-4=-43, 6-26=-44, 6-10=-34, 10-11=-58, 11-12=-34, 2-22=-9, 21-30=-20, 19-30=-50, 19-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 13-34=-20 Horz: 1-2=-11, 2-4=-7, 4-6=-6, 10-11=-8, 11-12=16 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 4=-236-to-26=-176 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-31, 2-4=-34, 6-26=-34, 6-10=-44, 10-11=-44, 11-12=-44, 2-22=-20, 21-30=-20, 19-30=-50, 19-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 13-34=-20 Horz: 1-2=-19, 2-4=-16, 4-6=-16, 10-11=6, 11-12=6 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 4=-217-to-26=-157 21) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-40, 2-4=-44, 6-26=-44, 6-10=-44, 10-11=-34, 11-12=-34, 2-22=-20, 21-30=-20, 19-30=-50, 19-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 13-34=-20 Horz: 1-2=-10, 2-4=-6, 4-6=-6, 10-11=16, 11-12=16 Drag: 6-7=-0, 9-10=0 Trapezoidal Loads (plf) Vert: 4=-227-to-26=-167 22) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 6-26=-60, 6-10=-60, 10-11=-20, 11-12=-20, 2-22=-20, 13-21=-20 Trapezoidal Loads (plf) Vert: 4=-255-to-26=-195 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 19-4407A Truss T23 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380465 8.310 s Jul 27 2019 MiTek Industries, Inc. Tue Sep 3 10:42:37 2019 Page 4 Timberland Lumber Company, Brazil, IN 47834 ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-g2G3RAfUyGfpEAlpG6eCZQskHONQBdUJKdGr_2yhMkG LOAD CASE(S) Standard 23) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-20, 6-26=-20, 6-10=-60, 10-11=-60, 11-12=-60, 2-22=-20, 13-21=-20 Trapezoidal Loads (plf) Vert: 4=-215-to-26=-155 24) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-50, 6-26=-50, 6-10=-50, 10-11=-20, 11-12=-20, 2-22=-20, 21-30=-20, 19-30=-50, 19-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 13-34=-20 Trapezoidal Loads (plf) Vert: 4=-228-to-26=-168 25) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-20, 6-26=-20, 6-10=-50, 10-11=-50, 11-12=-50, 2-22=-20, 21-30=-20, 19-30=-50, 19-31=-20, 31-32=-50, 32-33=-20, 33-34=-50, 13-34=-20 Trapezoidal Loads (plf) Vert: 4=-198-to-26=-138 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T24 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380466 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:36 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-zC1y4cgkAJkX787G3XN5IfL_tCryVIj8Q?9dfoyiOGf Scale: 1/8"=1' 12 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 8x8 4x6 5x6 4x6 5x6 6x8 3x4 3x4 3x4 3x4 4x6 4x6 6x8 4x12 8x8 10x12 4x6 8x8 8x8 10x12 3-9-143-9-14 6-5-02-7-26-8-80-3-8 13-3-86-7-0 19-9-06-5-8 26-2-86-5-8 39-7-513-4-13 53-3-413-7-15 53-3-100-0-6 -1-0-0 1-0-0 3-9-14 3-9-14 6-10-4 3-0-6 13-3-8 6-5-4 15-3-1 1-11-9 26-2-8 10-11-7 34-1-13 7-11-5 42-1-2 7-11-5 47-6-10 5-5-8 53-3-10 5-9-0 0-6-144-0-011-0-01-0-142-0-011-0-06.00 12 10.00 12 8.49 12 Plate Offsets (X,Y)-- [4:0-4-4,0-3-0], [6:0-5-12,0-3-8], [10:0-3-0,0-2-12], [11:0-4-0,0-4-8], [12:0-3-4,0-4-10], [12:Edge,0-9-4], [13:0-0-0,0-4-10], [14:0-4-0,0-4-12], [15:0-6-0 ,0-4-0], [19:0-2-0,0-3-4], [20:0-6-4,0-3-0], [21:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.88 0.86 0.43 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.48 -1.00 0.12 (loc) 14-15 14-15 13 l/defl >999 >559 n/a L/d 240 180 n/a PLATES MT20 Weight: 354 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF No.2 *Except* 11-12: 2x6 SP No.1 BOT CHORD 2x6 SPF No.2 *Except* 4-21,5-18,7-16: 2x4 SPF No.2, 14-15: 2x6 SP No.1 WEBS 2x4 SPF No.2 *Except* 12-13: 2x10 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-15 max.): 6-10. BOT CHORD Rigid ceiling directly applied or 3-11-12 oc bracing. Except: 1 Row at midpt 7-15 WEBS 1 Row at midpt 6-17, 6-15, 9-14, 11-14 REACTIONS.(lb/size)2=289/0-3-0, 21=2153/0-3-8, 13=1848/0-4-3 Max Horz 2=233(LC 8) Max Uplift 2=-71(LC 7), 21=-563(LC 8), 13=-410(LC 7) Max Grav 2=295(LC 22), 21=2153(LC 1), 13=1848(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-273/114, 3-4=-168/281, 4-5=-2116/579, 5-6=-1985/753, 6-7=-2504/816, 7-9=-2507/813, 9-10=-2064/668, 10-11=-2270/677, 11-12=-2477/711, 12-13=-1697/522 BOT CHORD 20-21=-2120/595, 4-20=-1933/604, 5-19=-377/319, 7-15=-618/318, 14-15=-616/2416, 13-14=-473/1835 WEBS 3-20=-284/137, 4-19=-375/1508, 17-19=-395/1452, 6-19=-292/588, 6-17=-713/272, 15-17=-282/1270, 6-15=-511/1725, 9-14=-721/353, 10-14=-196/886 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 4-3-15, Interior(1) 4-3-15 to 15-3-1, Exterior(2) 15-3-1 to 20-7-0, Interior(1) 20-7-0 to 42-1-2, Exterior(2) 42-1-2 to 47-7-11, Interior(1) 47-7-11 to 52-11-0 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 6) One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 13. This connection is for uplift only and does not consider lateral forces. 7) Two H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 21. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss T25 Truss Type Piggyback Base Qty 1 Ply 1 WF55 Job Reference (optional) I38380467 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:37 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-RObKIyhNxcsOlIhSdFuKrsuBFbC2EmeIffvABEyiOGe Scale = 1:75.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 22 21 20 19 18 17 16 23 24 25 26 27 28 3x6 8x8 3x6 5x6 3x10 4x6 4x6 2x4 2x4 3x10 4x12 3x4 3x6 10x12 3x4 3x4 3x4 3x10 2x4 4x12 4x6 4x6 5-7-05-7-0 10-10-85-3-8 20-1-119-3-3 29-4-159-3-3 39-1-89-8-9 -1-0-0 1-0-0 5-7-0 5-7-0 10-10-8 5-3-8 12-1-6 1-2-14 17-10-9 5-9-3 23-7-12 5-9-3 29-4-15 5-9-3 34-1-7 4-8-9 39-1-8 5-0-1 40-1-8 1-0-0 0-10-1411-0-00-10-142-0-011-0-010.00 12 Plate Offsets (X,Y)-- [2:0-6-5,Edge], [4:0-1-8,0-1-8], [7:0-6-0,0-1-12], [11:0-3-0,0-2-1], [14:0-6-5,Edge], [22:0-2-4,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-S 0.71 0.81 0.38 DEFL. Vert(LL) Vert(TL) Horz(TL) in -0.26 -0.67 0.15 (loc) 18-20 18-20 14 l/defl >999 >701 n/a L/d 240 180 n/a PLATES MT20 Weight: 215 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 *Except* 17-19: 2x4 SP 2400F 2.0E WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2 -H 3-8-4, Right 2x6 SPF No.2 -H 3-4-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, except 2-0-0 oc purlins (4-2-0 max.): 7-11. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 21-22. 1 Row at midpt 6-20 WEBS 1 Row at midpt 8-20, 8-18, 10-16 REACTIONS.(lb/size)2=1625/0-3-8, 14=1625/0-3-8 Max Horz 2=204(LC 8) Max Uplift 2=-186(LC 11), 14=-165(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2083/325, 4-6=-2222/405, 6-7=-2177/504, 7-8=-1453/347, 8-10=-1843/382, 10-11=-1367/321, 11-12=-1814/362, 12-14=-2040/350 BOT CHORD 2-22=-270/1442, 6-20=-263/159, 18-20=-289/1807, 16-18=-249/1733, 14-16=-182/1414 WEBS 4-22=-464/138, 20-22=-281/1578, 4-20=-49/313, 7-20=-275/1232, 8-20=-632/196, 10-18=-40/333, 10-16=-723/206, 11-16=-128/854 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 2-10-15, Interior(1) 2-10-15 to 12-1-6, Exterior(2) 12-1-6 to 17-10-9 , Interior(1) 17-10-9 to 29-4-15, Exterior(2) 29-4-15 to 34-11-5, Interior(1) 34-11-5 to 40-1-8 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. 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. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss V1 Truss Type Valley Qty 1 Ply 1 WF55 Job Reference (optional) I38380468 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:47 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-9JC6ONpebh6zyqSNCL4gFzI2HdnwaMUmyCKiYfyiOGU Scale = 1:39.7 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 6-4-3 6-4-3 0-0-46-4-312.00 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 0.07 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: 25 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.(lb/size)1=24/6-3-15, 4=125/6-3-15, 5=318/6-3-15 Max Horz 1=177(LC 11) Max Uplift 1=-45(LC 9), 4=-72(LC 11), 5=-183(LC 11) Max Grav 1=163(LC 11), 4=135(LC 18), 5=343(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-253/226 WEBS 2-5=-285/220 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 6-2-7 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss V2 Truss Type Valley Qty 1 Ply 1 WF55 Job Reference (optional) I38380469 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-ZutF0PrWtcUYpIBytUdNtbwWUrpmnjpCeAYM9_yiOGR Scale = 1:26.4 1 2 3 4 2x4 2x4 2x4 4-8-3 4-8-3 0-0-44-8-312.00 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 0.29 0.12 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 4-8-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=167/4-7-15, 3=167/4-7-15 Max Horz 1=127(LC 11) Max Uplift 3=-96(LC 11) Max Grav 1=167(LC 1), 3=181(LC 18) 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 4-6-7 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss V3 Truss Type Valley Qty 1 Ply 1 WF55 Job Reference (optional) I38380470 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:50 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-ZutF0PrWtcUYpIBytUdNtbwZYrq3njpCeAYM9_yiOGR Scale = 1:18.1 1 2 3 2x4 2x4 2x4 3-0-3 3-0-3 0-0-43-0-312.00 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 0.04 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: 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 3-0-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=101/2-11-15, 3=101/2-11-15 Max Horz 1=76(LC 11) Max Uplift 3=-58(LC 11) Max Grav 1=101(LC 1), 3=109(LC 18) 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss V4 Truss Type VALLEY Qty 1 Ply 1 WF55 Job Reference (optional) I38380471 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-15RdEls9ewcPQSm9RB8cPpTlfFAsWA3MtqIwhQyiOGQ Scale = 1:9.6 1 2 3 2x4 2x4 2x4 1-4-3 1-4-3 0-0-41-4-312.00 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 0.00 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 1-4-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=34/1-3-15, 3=34/1-3-15 Max Horz 1=26(LC 11) Max Uplift 3=-20(LC 11) Max Grav 1=34(LC 1), 3=37(LC 18) 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss V5 Truss Type Valley Qty 1 Ply 1 WF55 Job Reference (optional) I38380472 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:51 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-15RdEls9ewcPQSm9RB8cPpTj6F9rWAOMtqIwhQyiOGQ Scale = 1:34.6 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 5-4-4 5-4-4 0-0-45-4-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.17 0.07 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: 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 5-4-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=-78/5-4-0, 4=123/5-4-0, 5=344/5-4-0 Max Horz 1=147(LC 11) Max Uplift 1=-124(LC 18), 4=-71(LC 11), 5=-197(LC 11) Max Grav 1=192(LC 11), 4=133(LC 18), 5=371(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-266/243 WEBS 2-5=-309/247 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 5-2-8 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss V6 Truss Type VALLEY Qty 1 Ply 1 WF55 Job Reference (optional) I38380473 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-VH??R4snPDlG2cLL?vfry0?u1eU5FdJV5U1TDsyiOGP Scale = 1:21.5 1 2 32x4 2x4 2x4 3-8-4 3-8-4 0-0-43-8-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.16 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: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=128/3-8-0, 3=128/3-8-0 Max Horz 1=96(LC 11) Max Uplift 3=-73(LC 11) Max Grav 1=128(LC 1), 3=138(LC 18) 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss V7 Truss Type VALLEY Qty 1 Ply 1 WF55 Job Reference (optional) I38380474 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:52 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-VH??R4snPDlG2cLL?vfry0?w3eVyFdJV5U1TDsyiOGP Scale = 1:13.1 1 2 3 2x4 2x4 2x4 2-0-4 2-0-4 0-0-42-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.03 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: 7 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=61/2-0-0, 3=61/2-0-0 Max Horz 1=46(LC 11) Max Uplift 3=-35(LC 11) Max Grav 1=61(LC 1), 3=66(LC 18) 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss V8 Truss Type VALLEY Qty 1 Ply 1 WF55 Job Reference (optional) I38380475 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-zTZNfQtPAXt6glwXZcA4VEY2N2pX_4ZeK8n0mIyiOGO Scale = 1:23.0 1 2 3 43x4 3x6 3x6 2x4 0-0-80-0-8 5-8-45-7-12 3-5-8 3-5-8 5-8-4 2-2-12 0-0-41-8-123-7-16.00 12 10.00 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 0.25 0.18 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 5-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=196/5-7-12, 4=196/5-7-12 Max Horz 1=95(LC 11) Max Uplift 1=-9(LC 11), 4=-69(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=115mph (3-second gust) 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) 0-7-9 to 3-5-8, Interior(1) 3-5-8 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 3) All bearings are assumed to be User Defined crushing capacity of 425 psi. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss V9 Truss Type VALLEY Qty 1 Ply 1 WF55 Job Reference (optional) I38380476 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:53 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-zTZNfQtPAXt6glwXZcA4VEY5v2rE_4ZeK8n0mIyiOGO Scale = 1:10.8 1 2 3 2x4 2x4 2x4 1-10-13 1-10-13 0-0-41-7-010.00 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: 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 1-10-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=54/1-10-9, 3=54/1-10-9 Max Horz 1=34(LC 11) Max Uplift 3=-25(LC 11) Max Grav 1=54(LC 1), 3=57(LC 18) 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss V10 Truss Type Valley Qty 1 Ply 1 WF55 Job Reference (optional) I38380477 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-dWmUcjpGL?EqZ_1am3bvoArDW18nJp9vAs3G45yiOGT Scale = 1:15.2 1 2 3 4 2x4 4x6 2x4 2x4 0-0-40-0-4 4-11-74-11-3 2-5-12 2-5-12 4-11-7 2-5-12 0-0-42-5-120-0-412.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.07 0.03 0.01 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 OTHERS 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=102/4-10-15, 3=102/4-10-15, 4=137/4-10-15 Max Horz 1=-41(LC 7) Max Uplift 1=-24(LC 12), 3=-24(LC 12), 4=-2(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss V11 Truss Type Valley Qty 1 Ply 1 WF55 Job Reference (optional) I38380478 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:48 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-dWmUcjpGL?EqZ_1am3bvoArDX18nJpKvAs3G45yiOGT Scale: 3/4"=1' 1 2 3 2x4 2x4 2x4 2-7-5 2-7-5 0-0-42-7-512.00 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 0.03 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 2-7-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=84/2-7-1, 3=84/2-7-1 Max Horz 1=64(LC 11) Max Uplift 3=-49(LC 11) Max Grav 1=84(LC 1), 3=91(LC 18) 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss V12 Truss Type Valley Qty 1 Ply 1 WF55 Job Reference (optional) I38380479 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-5iJtp3qu6IMhB8cmKm68KONMeRTw2Ga3PWppdXyiOGS Scale = 1:24.4 1 2 3 4 2x4 2x4 2x4 4-3-5 4-3-5 0-0-44-3-512.00 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 0.10 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 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 4-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=151/4-3-1, 3=151/4-3-1 Max Horz 1=114(LC 11) Max Uplift 3=-87(LC 11) Max Grav 1=151(LC 1), 3=163(LC 18) 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 4-1-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. September 3,2019 16023 Swingley Ridge RdChesterfield, MO 63017 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Componentavailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Job 19-4407A Truss V13 Truss Type Valley Qty 1 Ply 1 WF55 Job Reference (optional) I38380480 8.310 s Jun 11 2019 MiTek Industries, Inc. Sat Aug 31 08:08:49 2019 Page 1 Timberland Home Center, Brazil, IN - 47834, ID:5dCZasEJ3aUlktvzzA8R1_yiVHd-5iJtp3qu6IMhB8cmKm68KONPARU72Ga3PWppdXyiOGS Scale = 1:8.9 1 2 3 2x4 3x4 2x4 0-0-40-0-4 2-5-72-5-3 1-2-12 1-2-12 2-5-7 1-2-12 0-0-41-2-120-0-412.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2012/TPI2007 CSI. TC BC WB Matrix-P 0.01 0.02 0.00 DEFL. Vert(LL) Vert(TL) Horz(TL) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 6 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)1=70/2-4-15, 3=70/2-4-15 Max Horz 1=17(LC 8) Max Uplift 1=-8(LC 11), 3=-8(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 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 live load of 20.0psf on the bottom chord in 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) All bearings are assumed to be User Defined crushing capacity of 425 psi. September 3,2019 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3- 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths ProductsPlotID Length Product Plies Net QtyBM1 13' 0" 2x10 SPF No.2 2 2Truss Connector Total ListManuf Product QtyHCP2 2HUS26 11HUS28 6LGT2 1LGT3 1LU24 69Simpson LU26 5One H2.5A 167One HTS20 47THASL29 1THASR29 1TJC37 48Two H2.5A 8Two HTS20 1BM1G1A1H1H2D1G2H3J1J2G3H4G4A2G5J4G5J5J6 J7G6G7J8J9J9 J 8 J10J10G8A3G9T1T2T3T4T5G10T6G11H5H6G11H5H6J6 J5G12D3T7G13G14H7H8A4A5T8T9T25G16T10T11T12T13T14T15T16T17T18T19T20T21T22T23T24G17H9G18J1 5H10G19H10G19G19G19J16J16J16J16CJ1C J 1A6A7A7A6J17J17J18J18ACJ1CJ1A7A6J20AJ20G20A7A6J12J6J17J17G21H11H12D4D5D6CJ2CJ2J22J23J23J24J25J26J27J24J25J26J27J28J28M2J29J29J31J33H13G15D7J19J19J34V1V2V3V4V5V6V7V8V9V12V11V10V13P2P3P4P5P6P7P8P9P10P11P12P14TJC37One HTS20T JC 37TJC37One HTS20Two H2.5ATwo H2.5AOne HTS20One HTS20One HTS20One HTS20One HTS20One HTS20TJC37One HTS20TJC37One HTS20LGT2Two H2.5ATwo H2.5AT JC 3 7TJC37LGT3Two H2.5ATwo H2.5AOne HTS20One HTS20Two HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20Two H2.5AOne HTS20LU24T J C 3 7One HTS20LU24LU26HUS26LU26LU26LU26One HTS20TJC37One HTS20TJC37One HTS20TJC37One HTS20TJC37TJC37One HTS20T J C 3 7 One HTS20TJC37TJC37TJC37One HTS20T J C 3 7 One HTS20TJC37TJC37TJC37TJC37LU24T JC 3 7TJC37TJC37One HTS20One HTS20One HTS20One HTS20One HTS20One HTS20THASL29One HTS20One HTS20HUS26T H A S R 2 9TJC37TJC37One HTS20HCP2HCP2One HTS20One HTS20One HTS20LU24HUS26LU26TJC37Two H2.5ALU24One H2.5AD2(4)J3(2)J4(2)J11(16)J12(2)J12(2)J13(2)J13(4)J21(3)J30(3)P1(11)P13(4)LU24LU24HUS26TJC37TJC37LU24LU24LU24HUS28HUS26LU24LU24LU24T J C 3 7TJC37 LU24TJC37T J C 3 7 TJC37TJC37LU24LU24LU24TJC3715' 1" 6' 5"1' 0"23' 2"45' 3"4' 4"1' 8"12' 0" 13' 0" 8' 0" 14' 0" 12' 0" 3' 2" 6' 4" 3' 2" 5' 4" 3' 0"1' 0"2' 10" 12' 5" 3' 0" 7' 5" 3' 0" 2' 11" 3' 0" 7' 5" 3' 0" 7' 3 1/2" 10' 5 5/16" 5' 7 3/16"3' 0"13' 1 5/16"13' 6" 10' 6 1/2" 3' 11 7/16" 10' 5 1/4"25' 5 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"10 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"2' 1 1/2"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0"2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 2' 0" 4' 0" 4' 0" 4' 0"Floor Area: 0Roof Area: 6684.63Hip Lines: 536.11Horizontal OH: 416.99Rake OH: 33.58Valley Lines: 326.89Ridge Lines: 116.32THIS 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 DiagramDesigner:Order #:Lot #:08-31-19Subdivision:Date:Client:Model:Job Name:Roof Truss FramingWF55Sales Rep: